TWI292002B - Water control gate and actuator therefore - Google Patents

Water control gate and actuator therefore Download PDF

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TWI292002B
TWI292002B TW092109468A TW92109468A TWI292002B TW I292002 B TWI292002 B TW I292002B TW 092109468 A TW092109468 A TW 092109468A TW 92109468 A TW92109468 A TW 92109468A TW I292002 B TWI292002 B TW I292002B
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Taiwan
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water storage
expandable
foundation
water
establishing
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TW092109468A
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Chinese (zh)
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TW200424404A (en
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K Obermeyer Henry
D Eckman Robert
W Mo T
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Priority claimed from US10/192,013 external-priority patent/US7114879B2/en
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    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers

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  • Media Introduction/Drainage Providing Device (AREA)

Description

1292002 • · 玖、發明說明： 本申請案在此聲明具有下列之權益及優先權：200 1年1〇 月13日提出之美國暫時專利申請案No.60 / 3 29,090; 200 1 年10月18日提出之美國暫時專利申請案No.60/334, 870; 2001年1〇月19日提出之美國暫時專利申請案No.60/343， 834;及2002年5月9日提出之美國暫時專利申請案No.60/ 3 79,40 1。上述每一項在此均加入做爲參考。 一、 發明所屬之技術領域 本發明係關於一種用於控制水之水控制閘及可膨脹式水 41 壩，其係使用於水壩溢洪道，水力發電計劃，洪水控制結 構，河川改道，灌溉河道之檢查結構，道路攔水閘，堤防 通過道，車庫攔水閘等，但是本發明並不限制於這些；以 及關於可膨脹式致動器，其係關於一般之可膨脹式致動器 ，以及關於強化之彈性絞鏈，以及關於一般之可膨脹式物 件，如沖床，襯料袋，可膨脹式千斤頂，可收縮軟管等之 機器所用之致動器。在此揭示的可膨脹式致動器可以有許 多其他方面的應用，尤其在低成本，使用壽命長及在可靠 ® 度方面很重要之情況。 二、 先前技術 過去以來已有許多嘗試去發展經濟型的水控制閘。在許 多情況中，最經濟的水控制閘爲空氣致動式底部樞轉閘及 可膨脹式水壩。其僅有一個優點，即複數之水控制閘可利 用可膨脹式致動器壓力之調整而做無限地調整。許多關於 空氣致動式底部樞轉閘及可膨脹式水壩之專利被附於本申 -5-1292002 • · 发明, Invention Description: This application hereby states the following rights and priorities: US Provisional Patent Application No. 60 / 3 29,090, filed on January 13th, 2001; U.S. Provisional Patent Application No. 60/334, 870; U.S. Provisional Patent Application No. 60/343,834, filed on January 19, 2001; and U.S. Provisional Patent, filed on May 9, 2002 Application No. 60/ 3 79, 40 1. Each of the above items is hereby incorporated by reference. FIELD OF THE INVENTION The present invention relates to a water control gate for controlling water and an inflatable water 41 dam for use in dam spillways, hydroelectric power generation plans, flood control structures, river diversions, and irrigation river courses. Structure, road sluice gate, embankment passage, garage sluice gate, etc., but the invention is not limited to these; and regarding the expandable actuator, which relates to a general expandable actuator, and to the elasticity of reinforcement A hinge, and an actuator for a general inflatable article such as a punch, a lining bag, an expandable jack, a collapsible hose, or the like. The expandable actuator disclosed herein can be used in many other applications, particularly at low cost, long life and important in terms of reliability. 2. Prior Art There have been many attempts in the past to develop economical water control gates. In many cases, the most economical water control gates are air actuated bottom pivoting gates and inflatable dams. It has only one advantage, that is, the plurality of water control gates can be adjusted infinitely using the adjustment of the expandable actuator pressure. Many patents relating to air-actuated bottom pivoting gates and inflatable dams are attached to this application -5-

1292002 請案中’並引用做爲參考。許多其他可能係先前技術之材 料亦附於本申請案中，並引用做爲參考。液壓或機械操作 閘一般比上述空氣致動閘及可膨脹式水壩更貴，尤其若所 需之相關碼頭，設備平台，服務吊重機及橋樑構造成本也 計算的話更貴。而可膨脹式水壩之限制包括，在下游摺疊 處有高的應力。以單一平板製成的可膨脹式水壩之情形中 ’這些彈性材料中的應力是隨著可膨脹式水壩在膨脹構造 中一起產生。由於壩體彎曲所產生的最外層中的拉伸應力 ’及圓形撓性表面相關而導致流動以振動方式分離的流動 誘導振動相結合時會導致失效。在以摺疊板製成的可膨脹 式水壩之情況中，當水壩被膨脹時會在彈性內櫬及補強布 之最內囊層（ply)中產生高的應力。由於這些在補強布中之 高應力雖然規定必須使用高伸長率之尼龍，但是即使如此 的話，尼龍之長期抗水性比聚酯更差。而高的應力通常會 降低安全因素，或增加可膨脹式水壩之總體成本。況且， 即使可避免補強失效時，彈性內櫬中之高拉伸應力也會造 成裂痕，因而使空氣洩漏到纖維補強中。此纖維補強亦會 在其他地點暴露而從可膨脹式水壩造成逐漸且非所要之空 氣損失。再者，囊層（P 1 y )之間的壓力會增加而可能造成壩 體之長期氧化，以及外蓋溫度極高之疑慮。 而底部樞轉空氣致動閘之限制爲：密封之現場訂製配合 之需要、在結冰情況時將橋墩板加熱的需要，以及對2米 以下之低壩高之閘門，其利潤相對於成本較高。具體上’ 對於如2米以下之低壩高之閘門’先前技術之設計一般落 一 6 - 1292002 • · 入兩個類別。第 1種類別係如揭示於授權給歐柏邁爾 (Ob ermeyer)之美國專利No.5, 092, 707，授權給歐柏邁爾之 美國專利No. 5, 538, 360，及授權給歐柏邁爾等人之美國專 利Nq.5, 7 1 3, 699之設計。此第1類別之設計稱爲二次硬化 程序，其係在夾棒之下使接縫黏合。二次硬化程序（另外第 二次硬化程序）會產生額外的費用並且會產生接頭，因此比 本發明之至少一個實施例中使用單一段硬化（僅一個硬化程 序）者較不可靠。況且，該二次硬化程序至多可在夾緊棒之 下提供一個彈性密封。在空氣囊之可膨脹部分周圍之周遭 強化之連續性無法僅由二次硬化程序中被夾緊之接頭的黏 合及密封而達成。雖然使用如授權給歐柏邁爾之美國專利 No · 5，709，5 02中所揭示之楔狀夾緊系統可消除夾緊棒之下 硬化接頭之需要，但是夾緊系統本身在逐壩高度變低時會 變成相當貴。 具有夾緊未硬化接頭之可膨脹式水壩及具有硬化接頭之 空氣致動式底部樞轉閘兩者之共同缺點爲，壓縮在夾緊系 統下之彈性體之潛變（c r e e p )現象。每個系統之適當功能的 發揮一般係依賴於夾緊下之充分的壓縮應力，以防止空氣 拽露。但是壓縮應力越高時，相關的剪斷應力就越大，接 著會導致潛變速率增加。因而，若將此夾緊件鎖得更緊之 時，此後可能就經常越需要再鎖緊。適當維修需要在鎖緊 不足與過度鎖緊之間小心的平衡，鎖緊不足可造成拽露或 系統失效，並且過度鎖緊會導致高的潛變速率及系統失效 ~ 7 -1292002 in the case of 'and reference as a reference. A number of other materials which may be prior art are also incorporated herein by reference. Hydraulic or mechanical operating gates are generally more expensive than the above-described air actuated gates and expandable dams, especially if the required docks, equipment platforms, service hoists and bridge construction costs are also calculated. Limitations for expandable dams include high stresses at downstream folds. In the case of an expandable dam made of a single plate, the stress in these elastomeric materials is produced together with the expandable dam in the expanded configuration. Failure due to the combination of the tensile stress in the outermost layer produced by the bending of the dam and the flow-induced vibration in which the flow is separated by vibration is caused by the combination. In the case of an expandable dam made of folded sheets, high stress is generated in the innermost bladder of the elastic inner lining and the reinforcing cloth when the dam is expanded. Since these high stresses in the reinforcing fabric require the use of high elongation nylon, even in this case, the long-term water resistance of nylon is worse than that of polyester. High stresses often reduce safety or increase the overall cost of a swellable dam. Moreover, even if the reinforcement failure is avoided, the high tensile stress in the elastic inner crucible causes cracks, thereby causing air to leak into the fiber reinforcement. This fiber reinforcement is also exposed at other locations resulting in gradual and undesired air loss from the inflatable dam. Furthermore, the pressure between the bladder layers (P 1 y ) may increase, which may cause long-term oxidation of the dam and the high temperature of the outer cover. The limit of the bottom pivoting air actuating brake is: the need for sealing on-site custom fit, the need to heat the pier plate during icing conditions, and the lower dam height gate below 2 meters, the profit relative to the cost Higher. Specifically, the design of the prior art for gates with low dam heights below 2 meters generally falls within a range of 6 - 1292002 • • into two categories. The first category is disclosed in U.S. Patent No. 5, 092, 707 issued to Obermeyer, and to U.S. Patent No. 5, 538, 360, issued to Obermeyer, and issued to Europe. The design of U.S. Patent No. 5, 7 1 3, 699 by Bermeyer et al. This first category is designed as a secondary hardening procedure that bonds the seam under the clamp. The secondary hardening procedure (another secondary hardening procedure) imposes additional expense and creates joints and is therefore less reliable than single segment hardening (only one hardening procedure) in at least one embodiment of the invention. Moreover, the secondary hardening procedure provides at most an elastic seal under the clamping bar. The continuity of the surrounding reinforcement around the expandable portion of the air bladder cannot be achieved solely by the bonding and sealing of the clamped joint in the secondary hardening procedure. The use of a wedge-shaped clamping system as disclosed in U.S. Patent No. 5,709,052, issued to the European Patent No. 5,709,502, which eliminates the need for a hardened joint under the clamping bar, is inherently at the height of the dam. When it becomes lower, it becomes quite expensive. A common disadvantage of both an expandable dam with a clamped unhardened joint and an air actuated bottom pivoting brake with a hardened joint is the creeping (c r e e p ) phenomenon of the elastomer under the clamping system. The proper functioning of each system generally relies on sufficient compressive stress under clamping to prevent air exposure. However, the higher the compressive stress, the greater the associated shear stress, which in turn leads to an increase in the rate of creep. Therefore, if the clamping member is locked tighter, it may often be necessary to re-lock later. Proper maintenance requires a careful balance between insufficient locking and excessive locking. Insufficient locking can cause dew or system failure, and excessive locking can result in high creep rates and system failures.

1292002 習知之可膨脹式水壩在過高之情況時也會受到振動所作 用。曾經嘗試使一個溢流水舌（nappe)暴露於空氣中，利用 改變鰭片尺寸或提供獨立個別的鰭片而留下一個鰭片。但 是即使以此緩和性措施之時，振動在某些流動狀況之下卻 仍然是一大問題。 另外，在先前技術中空氣致動式底部樞轉閘中最通用之 空氣接頭在安裝時需要保護，並且其可能包含有尖銳的加 工毛邊。若許多空氣囊被堆疊而裝運，或者若此接頭在一 個長形之可膨脹式水壩上滾動之前被安裝時，這些空氣接 頭的尖銳毛邊會破壞甚至刺破相鄰的空氣囊。 另外，既有之空氣致動式底部樞轉閘及可膨脹式水壩， 在降低或收縮位置時可能不適於車輛或行人交通之用。習 知之底部樞轉式水控制閘可能配合有不規則形狀之絞鏈及 補強肋，其可能不會阻礙水流，但是對車輛或行人交通可 能造成危險或障礙。 習知之底部樞轉式水控制閘亦可能含有束板 (restraining strap)，其可從下降閘板的下方突出。該束 板之突出對行人交通可能造成危險。此突出之束板會被車 輛交通所破壞。況且，這些突出之束板即使在交通因素並 非設計指標之情況時，在某些水控制閘應用上並非需要。 習知的底部樞轉式道路及人行道攔水閘在某些情形中使 用機械絞鏈，其會有水洩露並且受到腐蝕，並且在某些情 形中使用機械致動器時會受到腐蝕。另外，此機械絞鏈需 要精確的對正，此作業很昂貴。 -8- 1292002 • · 可膨脹式物件如升高袋（可膨脹式千斤頂），碼頭防撞板 ，軟管，可膨賬式水壩及溢洪道閘致動器一般係以一或兩 個方法所製造。在第一種方法中使用一個內心軸或刀具以 形成一個具有圓形邊緣之內表面。此方法需要二次黏合操 作或特殊裝置，以密封移除該心軸或刀具時所通過的開口 。在第二種方法中，內部僅需摺成平坦，而內部表面必須 由離型薄膜而防止黏合。此會造成在膨脹情況時內櫬之極 度的應力集中，並且在多層補強時，會在補強層之間造成 極度不均勻之負荷分配。第3種方法使用共晶鹽類、鋁、 紙馬謝（mac he)等之三維可溶性心軸。此種可溶性心軸很貴 ，費時，並且在使用鹽類之時很脆弱。 習知之溢洪道及運河水壩閘可與個別致動器配合，或在 某些情形中，一個個從工作船或高架纜線捲揚機而上升到 升高及鎖住位置。從高架之狀況以船或空中纜道而使閘升 高必須由高度熟練的操作員進行此危險的工作。個別致動 器對某些計劃可能太貴。由於堤防而使用長跨距之致動水 控制閘時，對既有系統在成本上造成令人望而卻步。 習知之溢洪道閘使用溢流水舌破碎器（nappe breaker)， 以防止在過度高聳之小量的情況時產生的振動。此溢流水 舌破碎器一般係以鋼製成，並且很容易被冬季之冰流所破 壞。 三、發明內容 本發明之一個目的在提供對目前低築壩高度之水控制閘 的一種低成本之選擇，其很容易運輸及安裝，並且在冬季 一 9 -1292002 The swellable dam is also subject to vibration when it is too high. Attempts have been made to expose an overflow nappe to the air, leaving a fin by changing the fin size or providing separate individual fins. However, even with this mitigation measure, vibration is still a problem under certain flow conditions. Additionally, the most common air joints in prior art air actuated bottom pivoting gates require protection during installation and may contain sharp processing burrs. If many air bladders are stacked for shipment, or if the joints are installed before rolling on an elongated expandable dam, the sharp edges of these air joints can damage or even pierce adjacent air pockets. In addition, existing air-actuated bottom pivoting gates and expandable dams may not be suitable for vehicle or pedestrian traffic when lowered or retracted. Conventional bottom pivoting water control gates may be fitted with irregularly shaped hinges and reinforcing ribs that may not impede water flow, but may pose a hazard or obstacle to vehicle or pedestrian traffic. Conventional bottom pivoting water control gates may also contain a restraining strap that may protrude from below the lowering shutter. The highlight of the slab may pose a danger to pedestrian traffic. This outstanding beam will be destroyed by vehicle traffic. Moreover, these outstanding bundles are not required for certain water control gate applications even when traffic factors are not a design indicator. Conventional bottom pivot road and sidewalk drains use mechanical hinges in some cases that can leak water and be corroded, and can be corroded when mechanical actuators are used in some situations. In addition, this mechanical hinge requires precise alignment, which is expensive. -8- 1292002 • · Expandable items such as raised bags (expandable jacks), dock bumpers, hoses, expandable dams and spillway gate actuators are typically manufactured in one or two ways . In the first method an inner mandrel or cutter is used to form an inner surface having a rounded edge. This method requires a secondary bonding operation or special device to seal the opening through which the mandrel or tool is removed. In the second method, the interior only needs to be flattened, and the inner surface must be protected from adhesion by the release film. This causes extreme stress concentrations in the bulging condition and, in the case of multiple layers of reinforcement, results in extremely uneven load distribution between the reinforcing layers. The third method uses a three-dimensional soluble mandrel of a eutectic salt, aluminum, mache or the like. Such soluble mandrels are expensive, time consuming, and fragile when using salts. Conventional spillways and canal dam gates can be mated with individual actuators or, in some cases, from workboats or overhead cable winches to raised and locked positions. Lifting the gate from an elevated condition with a ship or aerial cableway must be carried out by a highly skilled operator. Individual actuators may be too expensive for some programs. When using long-span actuation water control gates due to dikes, the cost of existing systems is prohibitive. The conventional spillway gate uses nappe breakers to prevent vibrations that are generated in excessively high amounts of conditions. This overflow water tongue breaker is generally made of steel and is easily damaged by the winter ice flow. SUMMARY OF THE INVENTION One object of the present invention is to provide a low cost alternative to current low dam height water control gates that are easy to transport and install, and during the winter months.

1292002 操作時不需要加熱之橋墩板。在一個實施例中，本發明之 另一個目的在提供一種閘系統，其可供車輛駛過或行人通 過而無危險性或對閘系統之破壞。本發明之另一個目的在 提供一種低成本洪水控制柵欄，其可適用於長跨距水壩。 依照本發明之至少一*個實施例，設置有一*個空氣囊，其 爲了品質控制目的而可膨脹，此空氣囊不需要固定到溢洪 道或特別之測試夾具上。 依照本發明之另一'個實施例’空氣囊可包含有多囊層（ply) 補強，除了絞接之處外其爲連續性，其被設置在該膨脹空 氣囊之周圍，並且通過連接該空氣囊之膨脹部分之接頭而 到該空氣囊之被夾緊部分。當空氣囊被加壓並且夾件未被 安裝或沒有夾緊之時，該連續的多囊層（p 1 y )補強可防止延 伸於夾棒下方之補強的黏合層之層分離。在某些習知設計 中，層分離會導致結構一體性降低或造成洩露。 依照本發明之另一個實施例，空氣囊可在單階段硬化過 程中被硬化，並且不需要任何二次硬化步驟。此單階段硬 化可強化整體結構之完整性，並且可減少製造成本。 依照本發明之另一個實施例，空氣囊可使用簡單的矩形 夾棒而被固緊到水壩之溢洪道。此簡單的矩形夾棒較不昂 貴，較易安裝且比其他夾緊系統需要較少空間。因爲在現 有溢洪道上之空間上改裝此閘系統可能會嚴重受限。 依照本發明之另一個實施例，空氣囊可設置有精確成型 的末端，而配合到內板密封及橋墩密封，以在最少的安裝 時間下形成不洩露之組裝。 -10- 1292002 依照本發明之另一個實施例’其設置有絞鏈活板’其緊 密地符合於上述夾緊棒之下游面。以此構造時，可防止砂 或小石子陷入絞鏈活板與夾緊棒之間。砂或小石子陷入絞 鏈活板與夾緊棒之間在閘系統長時間作動時，會破壞絞鏈 活板或從夾緊棒上移除腐蝕保護層。 依照本發明之另一個實施例，空氣囊可設置有空氣接頭 ，其不具有破壞性或可破壞的突出。此可由在此將揭示之 整個含在可膨脹式空氣囊之下方皮膜內之接頭而達成。1292002 Abutment plates that do not require heating during operation. In one embodiment, another object of the present invention is to provide a brake system that can be used by a vehicle to pass by or pass by a pedestrian without risk or damage to the brake system. Another object of the present invention is to provide a low cost flood control fence that is adaptable to long span dams. In accordance with at least one embodiment of the present invention, an air bag is provided which is expandable for quality control purposes and which does not need to be secured to a spillway or to a particular test fixture. Another embodiment of the airbag according to the present invention may comprise a multi-ply patch reinforcement which is continuous except where it is spliced, which is disposed around the inflatable air bladder and is connected by The joint of the expanded portion of the air bag is directed to the clamped portion of the air bag. The continuous multi-capsule layer (p 1 y ) reinforces the layer separation of the reinforcing adhesive layer extending below the clip bar when the air bag is pressurized and the clip is not mounted or clamped. In some conventional designs, layer separation can result in reduced structural integrity or leakage. In accordance with another embodiment of the present invention, the air bladder can be hardened during the single stage hardening process and does not require any secondary hardening steps. This single-stage hardening enhances the integrity of the overall structure and reduces manufacturing costs. In accordance with another embodiment of the present invention, the air bladder can be secured to the spillway of the dam using a simple rectangular clamp. This simple rectangular clamp is less expensive, easier to install and requires less space than other clamping systems. Because the modification of this gate system in the space on the existing spillway may be severely limited. In accordance with another embodiment of the present invention, the air bladder can be provided with precisely shaped ends that fit into the inner panel seal and the pier seal to form a non-leakable assembly with minimal installation time. -10- 1292002 Another embodiment according to the invention is provided with a hinge flap which closely conforms to the downstream face of the clamping rod. In this configuration, sand or pebbles are prevented from getting caught between the hinge flap and the clamping rod. Sand or pebbles are trapped between the hinged flap and the clamping rod. When the brake system is actuated for a long time, the hinge flap is destroyed or the corrosion protection layer is removed from the clamping rod. In accordance with another embodiment of the present invention, the air bladder may be provided with an air joint that does not have destructive or breakable protrusions. This can be achieved by the entire joint contained within the film beneath the expandable air bladder as will be disclosed herein.

依照本發明之另一個實施例，空氣接頭一般爲圓盤狀， 其特徵爲其可爲在中心位置之穿孔處的管螺紋式之連接。 依照本發明之另一個實施例，空氣接頭可爲楔形，其可 限制在補強布方向上之不必要的變化。在補強布方向上之 過度變化會造成補強層彼此之間的層分離，或者補強從埋 入的空氣接頭中脫離。 依照本發明之另一個實施例，空氣接頭可具有圓形外緣 ’其可防止接頭切斷上述之補強布。In accordance with another embodiment of the present invention, the air joint is generally disc shaped and is characterized by a tubular threaded connection at the perforations in the central position. In accordance with another embodiment of the present invention, the air joint can be wedge shaped that can limit unwanted changes in the direction of the reinforcing fabric. Excessive changes in the direction of the reinforcing fabric can result in delamination of the layers between the reinforcing layers or detachment from the buried air joint. In accordance with another embodiment of the present invention, the air joint may have a rounded outer rim 'which prevents the joint from cutting the reinforcing cloth described above.

依照本發明之另一個實施例，圓形外緣之半徑可做成充 分地小’而避免彈性體中無用空間之形成，並且避免補強 索與空氣接頭之直接接觸。 依照本發明之另一個實施例，空氣接頭（局部或全部）可 由一種材料製成或塗以此材料，其在硬化時被黏合到該可 膨脹式氣囊。 依照本發明之另一個實施例，該空氣接頭可由青銅所製 成。In accordance with another embodiment of the present invention, the radius of the circular outer rim can be made sufficiently small to avoid the formation of useless spaces in the elastomer and to avoid direct contact of the reinforcing cord with the air joint. In accordance with another embodiment of the present invention, the air joint (partially or wholly) may be made of or coated with a material that is bonded to the expandable bladder upon hardening. According to another embodiment of the invention, the air joint can be made of bronze.

1292002 依照本發明之另一個實施例，板間密封可設置有橫剖面 爲一個彎部，當安裝在相鄰閘板之間的距離隨著閘作動角 度而變化、例如平面視圖爲彎曲之溢洪道上之時，可以強 化其安裝之可撓度。 依照本發明之另一個實施例，板間密封可爲外形相同或 類似之剖面，其被設置到相關空氣囊之被夾緊邊緣。以此 方式時，板間密封及空氣囊可使用相同的夾緊裝置而同時 地被鎖緊到水壩之溢洪道。 依照本發明之另一個實施例，橋墩密封可爲外形相同或 0 類似之剖面而設置到相關空氣囊之被夾緊邊緣。以此方式 時，橋墩密封及空氣囊可以相同的夾緊裝置而同時地被固 緊到水壩之溢洪道。 依照本發明之另一個實施例，彈性橋墩密封可設置有黏 合的低摩擦摩耗表面，如聚乙烯或聚四氟乙烯（PTEF )。 依照本發明之另一個實施例，聚乙烯之摩耗表面被共同 硬化到一個包含有EPDM(乙烯-丙烯二烯系甲烯橡膠共聚體） 強化彈性體。 ♦ 依照本發明之另一個實施例，聚乙烯之摩耗表面被共同 硬化到一個包括有EPDM(乙烯-丙烯二烯系甲烯橡膠共聚體） 及氯化丁基橡膠之混合物的強化彈性體上。 依照本發明之另一個實施例，可設置有一個橋墩板，其 對冰爲低熱傳導性及低附著性。 依照本發明之另一個實施例，該橋墩板可設置有多數之 結件（f a s t e n e r )，並且有相當大的厚度，以防止由於如聚 - 1 2- 1292002 • · 乙烯之材料的低模數及高熱膨脹係數所造成的變形（包括扭 曲）。 依照本發明之另一個實施例，結件間隔對厚度之比爲約20 對1以下，較佳爲不大於1 2對1 (可爲8對1 )。依照此方 式時，可避免橋墩板直接曝露到陽光時產生變形扭曲。扭 曲一般係非所要者，因爲會造成在橋墩板後面會打開洩露 路徑。此洩露路徑由於橋墩板材料之潛變或碎片之存在而 不一定會再關閉。扭曲一般係非所要者，因爲其會與相鄰 閘板之自由移動及密封組裝產生干涉。 馨 依照本發明之另一個實施例，結件可在該橋墩板之表面 下方凹入。 依照本發明之另一個實施例，結件可覆蓋一個聚乙烯塞 頭或汽車車體塡充材狀之材料，而產生一個閘橋墩密封可 抵在其上移動之平順表面。 依照本發明之另一個實施例，在每個複數之橋墩板段的 周圍設置有溝，其可置入密封膠。 依照本發明之另一個實施例，橋墩板材料可含有如碳黑 Λ 之黑色顏料，以促進太陽光加熱並阻擋紫外線，以防止其 破壞如聚乙烯之聚合物。 依照本發明之另一個實施例，本發明材料可爲超高分子 量（UHMW)之聚乙烯。 依照本發明之另一個實施例，橋墩板可包括有高密度聚 乙烯。 依照本發明之另一個實施例，橋墩板可包括有如玻璃纖 -13-1292002 According to another embodiment of the present invention, the interplate seal may be provided with a cross section as a bend, when the distance between adjacent shutters varies with the brake actuation angle, for example, the plan view is a curved spillway. At that time, the flexibility of the installation can be enhanced. In accordance with another embodiment of the present invention, the interplate seals may be profiles of the same or similar shape that are disposed to the clamped edges of the associated air bladder. In this way, the interplate seal and air bag can be simultaneously locked to the dam's spillway using the same clamping device. In accordance with another embodiment of the present invention, the pier seals may be provided to the clamped edges of the associated air bladders in the same or similar profile. In this way, the pier seal and the air bag can be simultaneously secured to the dam's spillway with the same clamping device. In accordance with another embodiment of the present invention, the elastomeric pier seal may be provided with a bonded low friction wear surface such as polyethylene or polytetrafluoroethylene (PTEF). In accordance with another embodiment of the present invention, the wear surface of the polyethylene is co-hardened to a reinforced elastomer comprising EPDM (ethylene-propylene diene-based rubber interpolymer). ♦ In accordance with another embodiment of the present invention, the abrasion surface of the polyethylene is co-hardened to a reinforced elastomer comprising a mixture of EPDM (ethylene-propylene diene rubber interpolymer) and chlorobutyl rubber. According to another embodiment of the present invention, a pier plate may be provided which has low thermal conductivity and low adhesion to ice. According to another embodiment of the present invention, the abutment plate may be provided with a plurality of fasteners and having a considerable thickness to prevent low modulus due to materials such as poly- 1 2- 1292002 • ethylene. Deformation (including distortion) caused by high coefficient of thermal expansion. In accordance with another embodiment of the present invention, the ratio of the thickness of the junction to the thickness is about 20 to 1 or less, preferably no more than 12 to 1 (which may be 8 to 1). According to this method, deformation distortion can be avoided when the pier plate is directly exposed to sunlight. Twisting is generally undesirable because it creates a leak path behind the abutment. This leak path does not necessarily close again due to the presence of debris or debris in the pier material. Distortion is generally undesirable because it interferes with the free movement and sealing assembly of adjacent gates. Xin According to another embodiment of the invention, the knot may be recessed below the surface of the abutment plate. In accordance with another embodiment of the present invention, the knot member can cover a polyethylene plug or a car body filled material to create a smooth surface on which the gate pier seal can move. In accordance with another embodiment of the present invention, a groove is provided around each of the plurality of pier sections to allow the sealant to be placed. In accordance with another embodiment of the present invention, the abutment material may contain a black pigment such as carbon black to promote solar heating and block ultraviolet light to prevent it from damaging polymers such as polyethylene. According to another embodiment of the invention, the material of the invention may be a ultra high molecular weight (UHMW) polyethylene. According to another embodiment of the invention, the abutment plate may comprise high density polyethylene. According to another embodiment of the present invention, the abutment plate may comprise, for example, a glass fiber -13-

1292002 維之補強，其係低熱傳導性，並且可賦予橋墩板剛性。 依照本發明之另一個實施例，一個被加熱之密封組合或 其他加熱裝置（或甚至可爲加熱元件）可固定到與上述低熱 傳導性之橋墩板相關連之閘板且可隨其移動。 依照本發明之另一個實施例，可設置有可膨脹式水壩， 其雖然在摺疊收縮的位置上被硬化，但其特徵係在沿著下 游邊緣之內部有指定的內徑。此內徑可使用可移除刀具、 可溶解刀具、或者使用在製造後可留在原處之擠出彈性剖 面件而形成。 依照本發明之另一個實施例，如水控制閘或橡膠壩本體 之可膨脹式致動器的可膨脹式物件之未夾緊邊緣可加入一 個彈性外形件，其可被擠出且預先被硬化，然後在其外形 之局部上被黏合到可膨脹式物件之內部邊緣。此彈性外形 件可爲淚滴型且有一個孔穿過其中心。此孔可在製造時用 來定位剖面件，或者可做爲抗擠壓之空氣供應歧管。彈性 外形件可沿著一側而黏合到可膨脹式物件之內部，而圓形 表面及對向之平坦側仍保持未黏合。以此方式時，物件可 不受到外形限制而膨脹。再者，一個所要的如成型圓形被 形成到可膨脹式物件之內部，並且不必移除基於相同目的 而使用之刀具。該外形件之部分可選擇地與橡膠水泥黏合 ，或者選擇地不被製造時所用之化合物及方法中的脫模膜 或脫模劑黏合。 一些計劃的經濟性會阻礙每個閘板之個別致動器之使用 。從而，本發明之一個目的在提供水控制閘系統，其可提 -14-1292002 Reinforced, it is low thermal conductivity and can give the pier plate rigidity. In accordance with another embodiment of the present invention, a heated seal assembly or other heating device (or even a heating element) can be secured to and movable with the shutter associated with the low thermal conductivity abutment. In accordance with another embodiment of the present invention, an expandable dam may be provided which, although hardened at the folded and contracted position, is characterized by a designated inner diameter along the interior of the downstream edge. This inner diameter can be formed using a removable cutter, a dissolvable cutter, or an extruded elastic profile member that can remain in place after manufacture. According to another embodiment of the present invention, an unclamped edge of an expandable article such as a water control gate or an inflatable actuator of a rubber dam body may incorporate an elastic profile member that can be extruded and pre-hardened, It is then bonded to the inner edge of the expandable article in part of its shape. This elastic profile can be of the teardrop type and has a hole through its center. This hole can be used to position the profile during manufacture or as an anti-extrusion air supply manifold. The resilient profile member can be bonded to the interior of the expandable article along one side while the rounded surface and the opposite flat side remain unbonded. In this way, the object can expand without being limited by the shape. Further, a desired shape such as a formed circular shape is formed inside the expandable article, and it is not necessary to remove the cutter used for the same purpose. Portions of the profile are optionally bonded to the rubber cement or, alternatively, are not bonded to the release film or release agent of the compound and method used in the manufacture. The economics of some programs can hinder the use of individual actuators for each gate. Accordingly, it is an object of the present invention to provide a water control gate system which can provide -14-

1292002 供如具有個別閘致動器之更貴的系統才擁有的安全遙控作 動性能，而仍保持簡單手動操作閘之經濟性。 本發明之另一個目的在提供建造的方法，其對大規模的 閘非常經濟。 本發明之另一個目的在提供閘板，其亦可用來做爲道路 ，人行道或鐵路之床面。 本發明之另一個目的在提供水控制閘系統，其可提供容 易且可靠的氣體致動，而且亦可提供平順且安全的上表面 ，以供汽車及行人的交通之用。 % 本發明之另一個目的在提供建造的方法，其對廣範圍之 閘高度上很經濟。 本發明之另一個目的在提供一個閘絞鏈機構，其具有高 負荷性能而不需要費時且昂貴的現場對準程序之精密轉動 軸承。 本發明之另一個目的在提供一個絞鏈機構，其可做爲一 個密封而阻止流體、微粒或污染物通過絞鏈組合。 本發明之另一個目的在提供一個撓性攔水閘，其可保護 — 絞鏈機構免於流體或氣體之腐蝕’並且可保護絞鏈機構免 於摩耗性或破壞性微粒進入。 本發明之另一個目的在提供一個絞鏈’其可使兩個絞鏈 物件之間的剪斷負荷以黏合之化學連接而從撓性纜線、繩 索或纖維元件傳遞到剛性元件。 本發明之另一個目的爲’該黏合之化學連接提供一個彈 性連接，其被用來減少應力集中’並且使組合之能力最適 - 15 - 1292002 · . · 化’以包容不對正之情形並且吸收動態負荷而不受破壞。 此彈性連接可使用如EPDM(乙烯-丙烯二烯系甲烯橡膠共聚 體），丁基橡膠，天然橡膠，苯乙烯-丁二烯橡膠，橡膠 ，氯平橡膠或其等之混合物。 本發明之另一個目的在構成撓性及較佳爲捻撚之繩索， 纜線或其他裝置，以抵抗在垂直於絞鏈軸心之平面中之任 何方向的負荷，並且可抵抗平行於絞鏈軸心之剪斷負荷， 而在絞鏈之角度設計限度內，對繞絞鏈軸心之轉動阻力很The 1292002 provides safe remote control performance for more expensive systems such as individual gate actuators while still maintaining the economics of a simple manual operation gate. Another object of the present invention is to provide a method of construction that is very economical for large scale gates. Another object of the present invention is to provide a shutter which can also be used as a bed surface for a road, a sidewalk or a railway. Another object of the present invention is to provide a water control gate system that provides easy and reliable gas actuation and that provides a smooth and safe upper surface for transportation by automobiles and pedestrians. Another object of the present invention is to provide a method of construction that is economical for a wide range of gate heights. Another object of the present invention is to provide a shackle mechanism that has high load performance without the need for time-consuming and expensive field alignment procedures for precision rotating bearings. Another object of the present invention is to provide a hinge mechanism that acts as a seal to prevent fluid, particulates or contaminants from being combined by a hinge. Another object of the present invention is to provide a flexible drain that protects the hinge mechanism from corrosion by fluids or gases and protects the hinge mechanism from wear or damaging particulates. Another object of the present invention is to provide a hinge 'which allows the shear load between two hinged articles to be transferred from the flexible cable, rope or fiber element to the rigid element by a chemical connection of the bond. Another object of the present invention is to provide a resilient connection to the chemical bond of the bond which is used to reduce stress concentration and to optimize the ability of the combination - 15 - 1292002 · · to accommodate misalignment and absorb dynamic load Without being destroyed. For the elastic connection, for example, EPDM (ethylene-propylene diene-based rubber copolymer), butyl rubber, natural rubber, styrene-butadiene rubber, rubber, chloroprene rubber or the like can be used. Another object of the present invention is to construct a flexible and preferably twisted rope, cable or other device that resists loads in any direction perpendicular to the plane of the hinge axis and is resistant to parallel to the hinge The shaft cuts the load, and within the angle limit of the hinge, the resistance to rotation around the axis of the hinge is very high.

小。 本發明之另一個目的在使用預先組合的繩索群組，如單 一方向輪胎索布之條帶，較佳爲埋入於橡膠或其他彈性體 中0 本發明之另一個目的在提供剛性絞鏈元件與滾動接觸之 區域中的撓性元件之間的未黏合區。 本發明之另一個目的在滾動接觸之區域中及擦性元件變 成反向之邊緣處提供相鄰撓性索元件之平順圓形邊緣。 本發明之另一個目的在提供纏繞有撓性元件之剛性元件 上之部分的韌性機械支撐，較佳爲約50%實心材料用於支撐 ，以及約50%之開窄縫長度用於該撓性元件之逆彎曲之纏繞 本發明之又另一個目的在提供低摩擦及低摩耗之韌性絞 鏈機構，其不需要硬金屬或陶瓷表面，而是其剛性元件可 利用重量輕的纖維強化複合物製成，如在環氧，聚酯之矩 陣中的碳纖維，芳族聚醯胺，陶瓷纖維或玻璃纖維等。 -16- 1292002 • · 本發明之又另一個目的在經由壓縮軸承負荷通過收縮的 空氣囊之傳遞而提供降低閘板之機械支撐。 本發明之又另一個目的在提供水控制閘相關之平順上表 面，以防止妨礙水之自由流動的沉積物，碎石或其他固體 之陷入。 本發明之又另一個目的在提供一個平順表面，其對休閒 水上用途，如木筏，小賽艇，及獨木舟之通過不會有危險 〇 本發明之又另一個目的在對游泳設備及水上休閒遊樂園 之使用者提供一個平順且安全的表面。此平順的表面可爲 可硬化彈性體所成型者，如EPDM (乙烯-丙烯二烯系甲烯橡 膠共聚體），丁基橡膠，天然橡膠，苯乙烯-丁二烯橡膠， 橡膠，氯平橡膠或其等之混合物。 本發明之又另一個目的在提供一個精巧封閉之絞鏈機構 ，其不需要滑動表面，以免受到硏摩劑及摩耗所污染。 本發明之又另一個目的在提供一個平順表面，其被固定 到混凝土閘板之底部，空氣囊可抵在底部上滑動而不會有 過度摩耗或摩擦’此平順表面可由與適當之混凝土錨相連 之超高分子量（UHMW)之聚乙嫌所製成。 本發明之又另一個目的在閘板上游邊緣下方提供一個平 順之低摩擦角件，膨脹之空氣囊可在其周圍滑動而不會有 過度之摩擦或摩耗。此角件可使用尼龍或超高分子量（UHMW ) 之聚乙烯桿所製成。 本發明之另一實施例係關於以絞鏈將一個關節作用的閘 -17-small. Another object of the invention is to use a pre-assembled group of ropes, such as a strip of unidirectional tire sapes, preferably embedded in rubber or other elastomer. Another object of the invention is to provide a rigid hinge element. An unbonded area between the flexible elements in the area in contact with the rolling contact. Another object of the present invention is to provide a smooth rounded edge of an adjacent flexible cable element in the region of the rolling contact and at the edge where the wiper element becomes reversed. Another object of the present invention is to provide a tough mechanical support for a portion of a rigid member wrapped with a flexible member, preferably about 50% solid material for support, and about 50% open slit length for the flexibility Inverse Bending Wrapping of Components Another object of the present invention is to provide a low-friction and low-wearing toughness hinge mechanism that does not require a hard metal or ceramic surface, but that the rigid member can be made of a lightweight fiber reinforced composite. Into, such as carbon fiber in the matrix of epoxy, polyester, aromatic polyamide, ceramic fiber or glass fiber. -16- 1292002 • Still another object of the present invention is to provide mechanical support for reducing the ram by the transfer of a contracted airbag via a compression bearing load. Still another object of the present invention is to provide a smooth upper surface associated with a water control gate to prevent deposits, debris or other solids that impede the free flow of water. Still another object of the present invention is to provide a smooth surface that is not dangerous for recreational water use, such as rafts, small rowing, and canoeing. Another object of the present invention is to swim equipment and water recreation. Users of the amusement park provide a smooth and safe surface. This smooth surface can be formed by a hardenable elastomer such as EPDM (ethylene-propylene diene-based rubber copolymer), butyl rubber, natural rubber, styrene-butadiene rubber, rubber, and chlorine rubber. Or a mixture thereof. Still another object of the present invention is to provide a delicately closed hinge mechanism that does not require a sliding surface to be contaminated by the friction agent and wear. Yet another object of the present invention is to provide a smooth surface that is secured to the bottom of a concrete shutter that can be slid against the bottom without excessive wear or friction. This smooth surface can be attached to a suitable concrete anchor. It is made of ultra-high molecular weight (UHMW) polyethylene. Still another object of the present invention provides a smooth low friction angle member below the upstream edge of the shutter, the expanded air bladder being slidable therewith without excessive friction or wear. This corner piece can be made of nylon or ultra high molecular weight (UHMW) polyethylene rod. Another embodiment of the invention relates to a brake that acts on a joint with a hinge -17-

1292002 安裝到道路或人行道中之承座元件，並且被位於該閘系統 之關節作用的閘板下方之可膨脹式致動器所作動。可膨脹 式致動器在安裝後將壓縮負荷從降低之閘板向下傳遞到基 礎混凝土路面之後可被塡以間隙片。爲了大規模安裝，閘 板較佳爲建構在鋼筋混凝土之處。此不僅可消除將重閘板 運送到現場的需要，而且在閘板被製造之後不必將完成的 閘板重置。 本發明之另一實施例在提供一種水控制閘系統，其中扣 帶可位於相鄰空氣囊之間，並且可選擇地位於相鄰橋墩處 之空氣囊與這些橋墩處之間。此配置可使大而低壓的空氣 囊與扣帶一起同時被使用，扣帶可充分地短而在該閘板在 完全降低位置之時，可維持被閘板覆蓋且保護。大而低壓 的空氣囊一般上較需要，因爲其使用可減少在相關之絞鏈 組合上之反作用力，減少閘板的負荷，並且減少在該空氣 囊本身之內的負荷。 本發明之另一實施例在提供一種設置於夾緊系統內之假 嵌入件，其係與製造該空氣囊所用之相同彈性材料所製成 ，其係用來取代在該空氣囊可被削除以提供扣帶所需空間 之處的空氣囊。在某些情形中，設置在與相鄰空氣囊之膨 脹半徑相關之像製造形狀中之半徑，可提供充分的間隙給 予該扣帶。 本發明之又另一個目的在提供一個鐵路用之洪水保護欄 水閘裝置（或甚至可爲洪水保護攔水閘元件），鐵路可位於 洪水之水位下方，例如鐵路通過堤岸之情況。具體上，本 - 1 8 -1292002 is mounted to a seat element in a road or sidewalk and is actuated by an expandable actuator located below the joint of the gate system. The expandable actuator can be entangled with a gap after it has been installed to transfer the compressive load from the lowered gate down to the base concrete pavement. For large-scale installation, the ram is preferably constructed in reinforced concrete. This not only eliminates the need to transport the sluice plate to the site, but it does not have to reset the completed ram after the ram is manufactured. Another embodiment of the present invention provides a water control gate system wherein a buckle can be positioned between adjacent air pockets and optionally between air pockets at adjacent bridges and the bridges. This configuration allows the large and low pressure air bladder to be used simultaneously with the buckle, the buckle being sufficiently short to remain covered and protected by the shutter when the shutter is in a fully lowered position. Large, low pressure air pockets are generally desirable because their use reduces the reaction forces on the associated hinge assembly, reduces the load on the shutter, and reduces the load within the air bladder itself. Another embodiment of the present invention provides a dummy insert disposed in a clamping system that is made of the same resilient material used to make the air bag, which is used to replace the air bag that can be removed Provide an air bag where the buckle takes the required space. In some cases, the radius provided in the image-forming shape associated with the expansion radius of the adjacent air bladder provides sufficient clearance for the buckle. Still another object of the present invention is to provide a flood protection sluice device for railways (or even a flood protection sluice element) that can be located below the water level of the flood, such as when the railway passes through the embankment. Specifically, this - 1 8 -

1292002 發明可使軌道被固定到閘板上且由閘板所支撐，接著閘板 係通過可膨脹式致動器而被下方之路面所支撐。 本發明之另一實施例在提供一種具有關節之軌道段，當 閘板及其軌道段被升高時，其可在固定軌道上滑動。 本發明之另一個目的在閘之夾緊系統上之澆注成型的聚 胺基甲酸乙酯上提供一個平順表面，以免崎嶇不平。 本發明之另一個目的，係使用蓋板以在絞鏈上方之間隙 上提供平順表面，閘之絞鏈的角方向之向上移動需要該間 隙。該蓋板可使用一個絞鏈而固定在一個邊緣，並且可支 撐在另一個邊緣上，使其在閘被升高及降低時可滑動。較 佳之配置爲設置以個蓋板，其可樞轉地安裝到閘板，並且 當閘板被升高時，其可朝上游方向在夾緊區域上滑動。 本發明之另一個目的在提供足夠大的閘板，使個別閘板 之間的密封洩露不致成爲重大問題。 本發明之另一實施例在提供一種可移動之致動器，其可 裝設在遠方乾燥之處，且安全地操作。單符合動器可用來 依順序地升高大量的個別閘板或閘板節。在升高之後，每 個閘板或閘板節可利用如價廉之機械柱、閂件或張力構件 之類之保持元件（r e s t r a i n t )而保持在升高位置。這些保持 元件可設計成響應於高的上游水位或在閘上增加之靜液負 荷而自動放鬆。 在某些洪水控制應用方面，閘板較佳爲在鋼筋混凝土基 地上建造，因而不僅消除運送到現場的需要’而且也消除 閘板一旦在製造之後重置或升高的需要。 12920021292002 The invention allows the track to be secured to the ram and supported by the ram, which is then supported by the underlying road surface by an expandable actuator. Another embodiment of the present invention provides a track segment having a joint that is slidable on a fixed track when the shutter and its track segments are raised. Another object of the present invention is to provide a smooth surface on the cast polyurethane on the brake system of the brake to avoid ruggedness. Another object of the invention is to use a cover to provide a smooth surface over the gap above the hinge, which is required for upward movement in the angular direction of the hinge of the brake. The cover can be secured to one edge using a hinge and can be supported on the other edge to slide when the brake is raised and lowered. Preferably, the cover is provided with a cover that is pivotally mounted to the shutter and that slides over the clamping area in the upstream direction when the shutter is raised. Another object of the present invention is to provide a sufficiently large ram such that leakage of seals between individual rams does not become a significant problem. Another embodiment of the present invention provides a moveable actuator that can be installed in a remote location and operated safely. A single compliant actuator can be used to sequentially raise a large number of individual rams or ram sections. After raising, each of the shutters or ram sections can be held in the raised position using a retaining element (r e s t r a i n t ) such as an inexpensive mechanical post, latch or tension member. These retaining elements can be designed to automatically relax in response to a high upstream water level or an increased hydrostatic load on the brake. In some flood control applications, the ram is preferably constructed on a reinforced concrete foundation, thereby not only eliminating the need to transport to the site' but also eliminating the need for the ram to be reset or raised once manufactured. 1292002

本發明之另一賓施例在利用混凝土閘板之澆鑄，以加入 相關的絞鏈元件到該閘板上。此可避免固緊絞鏈到完成之 閘板上所需之絞鏈結件之費用及工時費用之發生。 本發明之另一實施例在提供撓性水舌破碎器（或曝氣機） ，其可抵抗冰流之破壞。這些撓性水舌破碎器可以利用強 化彈性體所製成。 本發明之另一實施例在提供垂直延伸之板間密封，其亦 可做爲撓性水舌破碎器之用。Another embodiment of the present invention utilizes the casting of concrete shutters to incorporate associated hinge elements onto the shutter. This avoids the expense and time-consuming costs of securing the hinges to the required hinges on the finished gate. Another embodiment of the present invention provides a flexible water tongue breaker (or aerator) that resists damage from ice flow. These flexible tongue breakers can be made from reinforced elastomers. Another embodiment of the present invention provides a vertically extending interplate seal that can also be used as a flexible water tongue breaker.

四、實施方式Fourth, the implementation

本發明之至少一個實施例可使用膨脹氣囊減少應力設備 ，如擠出剖面或嵌入件，其在至少一個實施例中可爲彈性 ，並且當可膨脹物件膨脹之時，其可保持固定到可膨脹物 件（用來定義任何可膨脹物體，設備，結構或產品之通用名 詞）之內表面。此結構可免除在製程中移掉或溶解一個剖面 刀具或心軸的需要[但是嵌入件若需要的話，必須爲可移除 式（僅簡單地施力或可分解式），此元件被稱爲嵌入件並不 代表其不需從可膨脹設備中移除或分解，因爲在所有情況 中其均做爲嵌入件，雖然當其分解或移除時，其僅暫時地 做爲嵌入件]。淚滴形之擠出外形，其更通常被稱爲狹長形 、橫剖面爲淚滴狀、收縮的空氣囊摺疊皮膜嵌入元件（在至 少一個貫施例中以兀件（2 )表不）’或膨脹應力消除嵌入件 (2 )(或僅應力消除嵌入件，或縱向嵌入元件）可被保持黏合 到可膨脹物件之內表面（收縮空氣囊摺疊皮膜之內表面的一 部分）（8)，而曲面（9)及其餘之面（7)(可爲平坦狀）在製造 一 20 -At least one embodiment of the present invention may use an inflated balloon reduction device, such as an extruded profile or insert, which may be resilient in at least one embodiment, and which may remain fixed to expandable when the expandable member expands The inner surface of an object (the generic term used to define any swellable object, device, structure, or product). This structure eliminates the need to remove or dissolve a profile tool or mandrel during the process [but the insert must be removable (simply force or decomposable only) if required, this component is called The insert does not mean that it does not need to be removed or disassembled from the expandable device, since in all cases it acts as an insert, although it only temporarily acts as an insert when it is disassembled or removed. Teardrop-shaped extruded profile, more commonly referred to as an elongated, cross-sectional teardrop-shaped, contracted airbag folded membrane embedded component (in at least one embodiment, represented by an element (2)) Or the expansion strain relief insert (2) (or only the stress relief insert, or the longitudinal insert element) can be retained to adhere to the inner surface of the expandable article (which shrinks a portion of the inner surface of the air bladder fold film) (8), and The surface (9) and the remaining surface (7) (which can be flat) are manufactured in a 20 -

1292002 時可以使用脫模膜、或脫模劑、或省去黏合劑等而防止被 黏合。在此及整個說明書中所用的名詞「彈性」係定義爲 具有彈性限度爲大於或等於10%者，意即其有至少10%之可 回復伸長量（或者換言之，1 0%以下不會產生塑性變形）。在 此必須了解，名詞「囊（bladder )」係包括內部加壓時可膨 脹的任何裝置（即，可超過某種可加壓但是分膨脹物件，如 金屬氧氣槽之最小膨脹的膨脹）。當元件僅限制被稱爲彈性 時，其並不須要在每個長度方向均爲彈性，而僅在至少一 個上方向即可。實際上，一個彈性材料可包含非彈性材料 ，只要最終產品在至少一個上方向爲彈性即可。 在此必須了解，圖中之元件的每一個符號（如上述之2 )僅 表示該符號所欲顯示之元件之一例。此符號並不代表該元 件爲僅有可達成所需功能之形狀、尺寸、類型或構造，而 僅做爲可執行所需任務或適當功能之該元件之一個例子而 已。該狹長形、橫剖面爲淚滴狀、收縮的空氣囊摺疊皮膜 嵌入元件（2 )(或僅膨脹的應力消除嵌入件，或應力消除向 嵌入元件）可以最小收縮的空氣囊摺疊皮膜曲率半徑增加元 件之性能而操作。名詞「淚滴」形（橫剖面）可有許多的形 狀，唯一之需求爲滴之一部分爲彎曲，而滴之對向側爲兩 條線之交叉（雖然交叉不一定爲一點）。又，名詞「淚滴」 形亦包括不對稱於任何橫剖面軸心之滴狀（除了對稱於一個 橫剖面軸心以外）。名詞「狹長」係包括單獨或者與其他類 似相鄰定位之元件相黏合之元件，其長度比橫剖面寬度更 大，並且包括直線及曲線元件。在此必須提及者，名詞「 - 2 1 -In 1292002, a release film, a release agent, or a binder may be omitted to prevent adhesion. The term "elasticity" as used herein and throughout the specification is defined as having a limit of elasticity greater than or equal to 10%, meaning that it has a recoverable elongation of at least 10% (or in other words, less than 10% does not produce plasticity). Deformation). It must be understood here that the term "bladder" includes any device that expands when pressurized internally (i.e., can expand beyond the expansion of a certain amount of pressurized but sub-expanded article, such as a metal oxygen tank). When the element is only limited to being referred to as elasticity, it does not need to be elastic in each length direction, but only in at least one upper direction. In fact, an elastic material may comprise a non-elastic material as long as the final product is elastic in at least one of the upper directions. It must be understood here that each symbol of the elements in the figures (such as 2 above) represents only one example of the elements to be displayed by the symbol. This symbol does not denote that the element is only the shape, size, type, or configuration that achieves the desired function, and is merely an example of the component that can perform the desired task or function. The elongated, cross-sectional teardrop-shaped, contracted airbag folded membrane embedded component (2) (or only the expanded stress relief insert, or the stress relief to the embedded component) can minimize the shrinkage of the airbag fold film radius of curvature Operates on the performance of the component. The term "teardrop" (cross section) can have many shapes, the only requirement being that one part of the drop is curved, and the opposite side of the drop is the intersection of two lines (although the intersection is not necessarily a point). Also, the term "teardrop" also includes a drop that is asymmetrical to any axis of the cross-section (except for being symmetric to a cross-sectional axis). The term "slit" includes elements that are bonded individually or in combination with other similarly positioned elements, having a length that is greater than the width of the cross-section and including linear and curved elements. Must be mentioned here, the noun " - 2 1 -

1292002 元件」不僅包括指定型式之結構之一種，而且包括複數指 定型式之結構。例如，該狹長形、橫剖面爲淚滴狀、收縮 的空氣囊摺疊皮膜嵌入元件可沿著一個邊緣之嵌入此件， 及沿著第二邊緣之第二嵌入件。名詞^元件」可適用到整 個說明書。 收縮的空氣囊摺疊爲當可膨脹物件收縮時存在於可膨脹 皮膜中之多數個可能摺疊中之一個。此名詞係指可膨脹皮 膜摺疊在收縮構造之部分，並且因而甚至存在於膨脹狀態 中，故係指摺疊在收縮狀態之皮膜部分而言。此定義上之 硏究方法必須正確，因爲收縮之摺疊之橫剖面形狀及尺寸 會決定其特性，大小以及內加壓流體傳到膨脹狀態中之收 縮摺疊皮膜之應力集中。實際上如所預期者，收縮摺疊皮 膜之曲率半徑越小時，在膨脹狀態中之皮膜上的應力就越 大。又，假定收縮摺疊皮膜在膨脹狀態中之所有橫剖面彎 曲部可能顯現最尖銳，並且假定這些彎曲代表鬆弛的構造 形狀因而加壓內流體必須重新更換，並且加壓物件會從此 偏差，收縮摺疊皮膜一般最易產生過度之內壓力誘導的失 效，其一個理由爲最終的膨脹形狀代表與其鬆弛收縮狀態 之形狀爲最大偏差者。在本發明至少一個實施例中，最小 收縮的空氣囊摺疊皮膜曲率半徑增加元件係追求以防止、 或至少延遲可膨脹氣囊（或可膨脹氣囊元件）之最脆弱區域 一該收縮空氣囊摺疊皮膜一的失效，其方法是增加收縮的空 氣囊摺疊皮膜之曲率半徑，但是其係在收縮的狀態下增加 。相關地，陡的橫剖面氣囊曲線被考慮做爲製造方法之一 -11 - 1292002 是 3 且 因須而 原必。 個， 徑 氣 將 圖 意 或 本 在 化半剖 硬率橫 施曲， 實的中 下小態 態有狀 狀具縮 坦均收 平個之 爲一例 上每施 質其實 實，個 且疊 一 縮摺少 收陡至 在括明 囊包發 面爲淚滴形、收縮氣囊摺疊皮膜嵌入元件2可被視爲收縮 氣囊儲存促進元件，因爲其可使氣囊在收縮狀態下製造（否 則在沒有嵌入元件2時，由於令人無法接受之陡的膨脹失 效誘導摺疊將無法製造），接著產生一個放鬆成收縮狀態、 並且裝成大致相似之可預期收縮狀態之氣囊。又，實質上 爲狹長、橫剖面爲淚滴形、收縮氣囊摺疊皮膜嵌入元件2 可促進儲存，因爲其可使剖面擴張、收縮之氣囊摺疊（在收 縮狀態下）承受由橋墩或相鄰儲存之收縮氣囊（如在螺旋狀 之內）、或者從最相鄰收縮氣囊之任何項目之安置所產生之 壓力。沒有嵌入元件2時（或者若收縮摺疊皮膜並未正確地 符合而具有增加的最小曲率半徑），儲存壓力（如從螺旋狀 中產生）會對收縮摺疊皮膜造成結構上之破壞。必須了解， 一些製造程序會產生線性摺疊，以形成所要的可膨脹物件 形狀。 又，在本說明書中之任何圖示及敘述係屬於至少一個實 施例，並且不應被解讀成以任何方式限制可能出現之本發 明或實施例或任何申請專利部分或其元件。現在參照第1 圖，顯示有此可膨脹物件之切開圖。膨脹氣囊皮膜3纏繞 在實質上爲狹長、橫剖面爲淚滴形、收縮氣囊摺疊皮膜嵌 入元件（其可爲擠出構件或擠型）2。空氣可經過軟管（或更 通俗地說，係加壓流體輸送管）4而通過預成型件1。在至 -23-The 1292002 component includes not only one of the specified types of structures, but also a structure of a plurality of specified patterns. For example, the elongate, cross-sectional teardrop-shaped, contracted airbag folded membrane inlay member can be embedded along one edge and the second insert along the second edge. The term "component" can be applied to the entire specification. The contracted air bladder is folded into one of a plurality of possible folds present in the expandable membrane as the expandable article contracts. This term refers to the portion of the expandable membrane folded in the collapsed configuration and thus even in the expanded state, and thus refers to the portion of the coating that is folded in the contracted state. The method of study on this definition must be correct because the shape and size of the cross-section of the collapsed fold determines its characteristics, size, and stress concentration of the shrinkage film that is transferred to the expanded state by the pressurized fluid. In fact, as expected, the smaller the radius of curvature of the shrink-folded film, the greater the stress on the film in the expanded state. Further, it is assumed that all the cross-sectional bends of the shrink-folded film in the expanded state may appear sharpest, and it is assumed that these bends represent a relaxed structural shape, so that the pressurized inner fluid must be replaced again, and the pressurized article will deviate therefrom, shrinking the folded film Generally, it is most prone to excessive pressure-induced failure, one reason for which the final expanded shape represents the largest deviation from the shape of the relaxed contraction state. In at least one embodiment of the invention, the minimally contracted air pocket folding membrane radius of curvature increasing element is sought to prevent, or at least delay, the most vulnerable region of the inflatable balloon (or inflatable balloon member) - the contracted air bladder folding membrane The failure is achieved by increasing the radius of curvature of the contracted airbag folded membrane, but it is increased in the contracted state. Correspondingly, the steep cross-sectional airbag curve is considered as one of the manufacturing methods -11 - 1292002 is 3 and must be necessary. , the temperament will be graphically or in the middle of the semi-section and hard rate of the horizontal Shift, the actual middle and lower small state has a shape with a flattened flat, which is an example of each application is actually real, one and the same It can be regarded as a contracted airbag storage accelerating element because it can make the airbag in a contracted state (otherwise, there is no embedded component in the teardrop shape, the shrinkable airbag folded film embedded component 2 can be regarded as a shrinking airbag. At 2 o'clock, the unacceptable steep expansion failure induced folding would not be able to be made, and then a balloon that relaxed into a contracted state and fitted into a substantially similar predictable contraction state was created. Moreover, the substantially elongated, cross-sectional teardrop-shaped, deflated balloon-folding membrane-incorporating element 2 facilitates storage because it allows the balloon with the expanded and contracted section to be folded (in the contracted state) to withstand the pier or adjacent storage. The pressure created by the contraction of the balloon (as in the spiral) or from the placement of any item of the most adjacent contracting balloon. When the component 2 is not embedded (or if the shrink-fold film is not properly aligned with an increased minimum radius of curvature), the storage pressure (as produced from the spiral) can cause structural damage to the shrink-fold film. It must be understood that some manufacturing processes produce a linear fold to form the desired shape of the swellable article. In addition, any illustrations and descriptions in this specification are intended to be at least one embodiment, and should not be construed as limiting the invention or the embodiments or any part of the application. Referring now to Figure 1, there is shown a cutaway view of the swellable article. The inflated balloon membrane 3 is wound in a substantially elongated, cross-sectional teardrop-shaped, constricted balloon-folding membrane-incorporating member (which may be an extruded member or extruded type). Air can pass through the preform 1 through a hose (or more generally, a pressurized fluid delivery tube) 4. At -23-

1292002 少一個實施例中，嵌入元件2可爲彈性者，但是其他適合 之材料（如聚合物）亦被認爲係在本發明物件範圍之內。 參照第2圖，顯示第1圖中所示之可膨脹物件。可膨脹 皮膜3圍住擠出構件2。擠出構件2較佳爲延伸在可膨脹物 件3 a之周圍。角落構件（或者以不同名詞表示時爲，橫剖 面爲淚滴狀、收縮的空氣囊摺疊皮膜嵌入元件）1可消除角 落處之膨應力。空氣或其他流體可由其他裝置如管子，軟 管或隔牆式接頭，或者隨後將說明之改良的接頭而通過角 落構件1。 _ 狹長、橫剖面爲淚滴狀、收縮氣囊摺叠皮膜之嵌入元件 可包括有許多元件。具體上，其可包括有：狹長、橫剖面 爲圓滑曲線、半圓筒狀、內收縮氣囊摺疊皮膜表面可接觸 元件（其爲嵌入件上可接觸收縮狀態之半圓形內摺疊皮膜的 表面部分）；兩個對向、平面狀、內收縮氣囊摺疊相鄰之皮 膜表面可接觸元件1 006，其可響應於該狹長、橫剖面爲圓 滑曲線、半圓筒狀、內收縮氣囊摺疊皮膜表面可接觸元件 ;一個內收縮氣囊摺疊相鄰之皮膜表面可接觸元件交叉頂 β 點元件，其可響應於該兩個對向、平面狀、內收縮氣囊摺 疊相鄰之皮膜表面可接觸元件；以及內收縮氣囊摺疊皮膜 嵌入元件之本體元件，其被裝設在每個該狹長、橫剖面爲 圓滑曲線、半圓筒狀、內收縮氣囊摺疊皮膜表面可接觸元 件、該兩個對向、平面狀、內收縮氣囊摺疊相鄰之皮膜表 面可接觸元件、及內收縮氣囊摺疊相鄰之皮膜表面可接觸 元件交叉頂點元件之內部。該狹長、橫剖面爲圓滑曲線、 -24- 1292002 • · 半圓筒狀、內收縮氣囊摺疊皮膜表面可接觸元件9係接觸 內收縮氣囊摺疊皮膜表面之元件，並且爲半圓筒狀（此圓筒 並不僅限於圓形橫剖面）。其橫剖面至少在收縮狀態下，亦 爲內收縮氣囊摺疊皮膜表面可接觸之圓滑曲線。該兩個對 向、平面狀、內收縮氣囊摺疊相鄰之皮膜表面可接觸元件 1 006之每一個被構成爲可接觸鄰接於內收縮氣囊摺疊皮膜 1 007之內收縮氣囊摺疊皮膜1 008之一個表面（通常這些表 面係並列於內收縮氣囊摺疊皮膜）。甚至一個波形起伏的表 面亦可實質上爲平面狀，只要所有曲線之橫剖面爲平順圓 滑的話（須提到者，每個元件基本上爲平面狀，但不一定兩 個元件屬於相同平面）。即使其平面爲彼此傾斜，兩個元件 可爲對向。內收縮氣囊摺疊相鄰之皮膜表面可接觸元件交 叉頂點元件爲兩個內收縮氣囊摺疊皮膜表面可接觸元件在 一個頂點交叉，許多頂點一起可形成直線（甚至可能爲曲線） 。須了解，所有表面可接觸元件係指嵌入件上位於嵌入件 表面之部分。內收縮氣囊摺疊皮膜嵌入元件之本體元件可 被裝設在上述嵌入件部分之外之內部。內收縮氣囊摺疊皮 膜嵌入元件不僅用來輔助明顯地具有可接觸元件內部之構 造之情況（及交叉頂點元件，其可接觸或不接觸一個內皮膜 表面）’而且亦用來輔助以中空嵌入元件之強硬材料表面可 接觸元件（及交叉頂點元件）而提供嵌入元件之所需的結構 剛性之情況。在此情況時，表面可接觸元件將爲非常強硬 之材料表面。內收縮氣囊摺疊皮膜嵌入元件之本體元件在 中空嵌入元件之情形中爲輔助表面之材料。1292002 In one embodiment, the inlay element 2 can be flexible, but other suitable materials, such as polymers, are also considered to be within the scope of the present invention. Referring to Fig. 2, the expandable article shown in Fig. 1 is shown. The expandable film 3 encloses the extruded member 2. The extruded member 2 preferably extends around the expandable member 3a. The corner member (or the teardrop-shaped, contracted airbag folded film-embedded component when the different noun is used) eliminates the swelling stress at the corner. Air or other fluid may pass through the angle member 1 by other means such as a tube, hose or partition joint, or a modified joint as will be described later. _ The embedded component of the narrow, cross-sectional teardrop-shaped, contracted balloon fold film may include many components. Specifically, it may include: a long and narrow cross section with a rounded curve, a semi-cylindrical shape, and an inner shrinkable airbag folded film surface contactable member (which is a surface portion of the semicircular inner folded film on the insert that can be in contact with the contracted state) Two opposite, planar, internally contracted airbags are folded adjacent to the surface of the membrane contactable member 1 006, which is responsive to the elongated, cross-sectional, rounded curve, semi-cylindrical, internally contracted balloon folded membrane surface contactable component An inner contraction balloon fold adjacent film surface contactable element cross-top beta point element responsive to the two opposing, planar, internally contracted balloon fold adjacent film surface contactable elements; and an internally contracted balloon a body member of the folded film-embedded component, which is mounted on each of the elongated, cross-sectionally rounded curve, semi-cylindrical, internally contracted balloon folded film surface contactable elements, the two opposing, planar, internally contracted airbags Folding adjacent film surface contactable elements, and inner shrinking airbags folded adjacent to the surface of the film contactable component cross-over apex elements . The slit, the cross section is a rounded curve, -24-1292002 • The semi-cylindrical, internally contracted balloon folded membrane surface contactable element 9 is a component that contacts the surface of the inner contraction balloon fold film and is semi-cylindrical (this cylinder Not limited to a circular cross section). Its cross section at least in the contracted state is also a smooth curve that the surface of the inner contraction balloon folds the membrane to contact. Each of the two opposing, planar, internally contracted balloon folded adjacent film surface contactable members 1 006 is configured to contact one of the inner contracting balloon folded membranes 1 008 adjacent to the internally contracted balloon folded membrane 1 007 Surface (usually these surfaces are juxtaposed to the inner contraction balloon fold film). Even a undulating surface can be substantially planar, as long as the cross-section of all curves is smooth and smooth (it is mentioned that each element is substantially planar, but not necessarily two elements belonging to the same plane). Even if the planes are inclined to each other, the two elements can be opposite. The inner contraction balloon folds adjacent to the surface of the membrane to contact the component. The apex element is the two inner contraction bladder. The surface of the membrane is contactable. The contact elements intersect at one vertex, and many vertices together form a straight line (and possibly even a curve). It should be understood that all surface contactable elements refer to the portion of the insert that is on the surface of the insert. The body member of the internally contracted balloon folded film inlay member may be mounted inside the portion of the insert portion. The internally contracted balloon folded membrane inlay element is not only used to assist in the case of a configuration that is clearly accessible to the interior of the element (and the intersecting apex element, which may or may not contact an endothelium surface) and is also used to assist in the hollow embedded element. The surface of the tough material can contact the component (and intersect the apex element) to provide the desired structural rigidity of the embedded component. In this case, the surface accessible element will be a very tough material surface. The body member of the internally contracted balloon-folding membrane-embedded member is the material of the auxiliary surface in the case of a hollow-embedded member.

1292002 第2圖中之橫剖面3 - 3被顯示於第3圖中。擠型2 (在兩 個對向、平面狀、內收縮氣囊摺疊相鄰之皮膜表面可接觸 兀件中之一個的大部分表面部分上）沿著表面8而黏合（或 黏著）到內收縮氣囊摺疊皮膜3之部份1 0 0 5 (該部份爲內收 縮氣囊摺疊相鄰之皮膜表面），但是不沿著表面7，亦不沿 著可能之圓弧面9而黏合。須了解者，在兩個對向、平面 狀、內收縮氣囊摺疊相鄰之皮膜表面可接觸元件中之一個 的大部分表面部分亦可被黏著到收縮氣囊摺疊皮膜表面（即 摺疊彎曲本身之內皮膜）。孔5，更通常地說，爲縱向空間 可利用圍住內收縮氣囊摺疊皮膜嵌入元件1 009之縱向空間 而被用來傳遞可膨脹物件周圍之膨脹氣體或流體。因此， 嵌入元件可使用壓縮流體輸送、縱向空間圍住之收縮氣囊 摺疊皮膜嵌入元件。該氣體或流體可從連續孔5經由通氣 孔6出來，或者可稱爲氣囊內部-到-縱向空間流體可輸送 孔，其可流體地響應於嵌入元件1 009中之縱向空間。 可膨脹物件之不同型式在沿著不同數量及構造之收縮氣 囊摺疊皮膜上可具有應力消除嵌入元件。例如，下列每一 個之可膨脹氣囊：流體可輸送軟管1 〇 1 〇 ;可膨脹彈性水壩 1 0 1 1 ;擴張軟管1 0 1 0 ;可膨脹千斤頂（一種在膨脹時可升高 一個物體之設備）；碼頭防撞板；可膨脹水閘板（可爲可膨 脹底部樞轉式水閘板）致動器裝置1 〇 1 2 ;行李袋；及可膨脹 密封（一些種類之裝置在膨脹時密封）均可具有應力消除嵌 入件，其爲沿著兩個縱向且平行之收縮氣囊摺疊皮膜、或 沿著四個矩形放置之收縮氣囊摺疊皮膜、或沿著圓滑連續（ -26- 1292002 · φ 如圓形，橢圓形兩個例子）收縮氣囊摺疊皮膜、或沿著一個 收縮氣囊末端摺疊皮膜及垂直於一個末端之摺疊皮膜的兩 個平行之收縮氣囊摺疊皮膜之數個例子。可膨脹彈性水壩 及可膨脹水閘板（可爲可膨脹底部樞轉式水閘板）致動器裝 置又（在另一實施例中）具有應力消除嵌入件，其爲沿著下 列：一個垂直溢流、縱向（意及有一個長度）收縮氣囊摺疊 皮膜；一個垂直溢流、縱向收縮氣囊摺疊皮膜及兩個平行 、成直線溢流之收縮氣囊末端摺疊皮膜。名詞「垂直溢流 」（或「成直線溢流」）係定義爲，若溢流發生時垂直於（或 成直線於）溢流方向之朝向。可膨脹水閘板致動器裝置1 0 1 3 被構成爲，可使水閘板繞閘板之上游前緣（見第1 4圖）或繞 閘板之下游前緣（見第1 0 1圖）轉動。 現在請參照第4，5，6及7圖，其顯示一個選擇性預成型 之彈性接頭1，其採用一個外軟管配合到內應力消除之外形1292002 The cross section 3 - 3 in Fig. 2 is shown in Fig. 3. Squeeze type 2 (on most of the surface portion of one of the two opposing facing, planar, inner-contracting airbags that are adjacent to the surface of the membrane that can be contacted) is bonded (or adhered) to the internally contracted airbag along surface 8. The portion of the folded film 3, 1 0 0 5 (this portion is the surface of the inner contracting balloon folded adjacent to the film), but does not adhere along the surface 7, nor along the possible arcuate surface 9. It is to be understood that most of the surface portion of one of the contact elements of the film adjacent to the two opposing, planar, internally contracted balloon folds may also be adhered to the surface of the collapsed balloon fold film (ie, within the fold bend itself) Film). The aperture 5, and more generally the longitudinal space, can be used to convey the inflation gas or fluid surrounding the expandable member by enclosing the longitudinal space of the inner constricted balloon fold film embedding member 1 009. Thus, the inlay element can be folded using a compressed fluid-fed, longitudinally-spaced, collapsed balloon-folding membrane-embedded component. The gas or fluid may exit from the continuous bore 5 via the venting aperture 6, or may be referred to as a bladder internal-to-longitudinal space fluid deliverable orifice that is fluidly responsive to the longitudinal space embedded in the component 1 009. Different versions of the expandable article may have strain relief insert elements along the different number and configuration of the collapsible balloon fold film. For example, each of the following inflatable bladders: fluid transfer hose 1 〇 1 〇; expandable elastic dam 1 0 1 1; expansion hose 1 0 1 0; expandable jack (an increase in an object when inflated) Equipment); dock bumper; expandable floodgate (which can be an expandable bottom pivoting floodgate) actuator unit 1 〇1 2; duffel bag; and expandable seal (some types of devices are sealed during expansion) Both can have stress relief inserts that fold the membrane along two longitudinal and parallel constricted balloons, or fold the membrane along four rectangularly placed constricted balloons, or along a smooth continuous (-26-1292002 · φ Circular, elliptical two examples) Several examples of a contracted balloon folded membrane, or two parallel deflated balloon folded membranes that fold the membrane along one end of the deflated balloon and fold the membrane perpendicular to one end. The expandable resilient dam and the expandable floodgate (which may be an expandable bottom pivoting floodgate) actuator device, in another embodiment, has a strain relief insert that follows the following: a vertical overflow Longitudinal (intended to have a length) contraction balloon fold film; a vertical overflow, longitudinally contracted balloon fold film and two parallel, straight overflow constricted balloon end flaps. The term "vertical overflow" (or "straight overflow") is defined as the direction perpendicular to (or in line with) the overflow direction if the overflow occurs. The expandable sluice plate actuator device 1 0 1 3 is configured to allow the sluice plate to wrap around the upstream leading edge of the ram (see Figure 14) or the downstream leading edge of the ram (see Figure 1 0 1) Turn. Referring now to Figures 4, 5, 6 and 7, there is shown a selectively preformed elastomeric joint 1 which is fitted with an outer hose to internal stress relief.

現在參照第8圖，其顯示可膨脹物件3 a在收縮情況時之 橫剖面，顯示應力消除外形2相對於可膨脹物件3 a之位置 現在參照第9圖，該可膨脹物件3 a被顯示在膨脹情況， 其應力消除外形2被固緊到該可膨脹物件之內側。 關於某些名詞的定義，碼頭防撞板元件可僅爲碼頭防撞 板之可擴張部分；可膨脹密封元件可僅爲可膨脹密封之可 擴張部分；可膨賬千斤頂元件（如，可爲圓滑之周部或矩形） 可僅爲可膨脹千斤頂之可擴張部分。 -27- 1292002 • · 第1 4圖係本發明一個氣動式溢洪道閘之橫剖面圖。設置 有釋氣溝23，以將空氣接頭24連接到中空應力消除外形2 。閘板24可利用絞鏈扣環26而被固定到絞鏈活板25。 必須了解，應力消除嵌入件1 0 1 4在製造程序（如硬化）後 可使用力量或溶解而被移除（如，爲可移除之收縮氣囊摺疊 皮膜嵌入元件），因此其並不留在最終可膨脹產品中，但是 可在製程（如硬化）中正確地符合到收縮氣囊摺疊，其目的 在使此形狀於製造之後被保持，並且在收縮狀態之收縮氣 囊摺疊皮膜的最小曲率半徑將比不使用正確符合之嵌入件 者更大，並且因而在收縮氣囊摺疊皮膜上之膨脹應力會小 於其等在膨脹時者。此種正確符合之可膨脹氣囊裝置1 〇 1 5 可稱之爲強化可膨脹氣囊裝置，並且可包括至少一個正確 符合、膨脹應力減少（或分散）之收縮氣囊摺疊皮膜元件1 0 1 6 ，其係正確地符合而具有減少之膨脹氣囊應力且最小曲率 半徑1 0 1 7顯著地增加，並且其中收縮氣囊摺疊皮膜剖面（ 相鄰收縮氣囊摺疊之氣囊皮膜的剖面）1 〇 1 8顯示爲約30度 或較大之收縮狀態空間剖面點角度1 020。正確地符合而具 有減少之膨脹氣囊應力且最小曲率半徑1 〇 1 7顯著地增加之 收縮氣囊摺疊皮膜元件1016可使用可溶解或可移除的嵌入 件而正確地符合，使收縮氣囊摺疊皮膜元件1 〇 1 6之最小曲 率半徑1 0 1 7被增加到一個點，在此膨脹壓力顯著地或機能 上顯著地增加，而造成在收縮氣囊摺疊處之失效。氣囊結 構在收縮氣囊摺疊皮膜之最小曲率半徑之增加會造成收縮 氣囊摺疊近似皮膜剖面1 0 1 8之所謂的收縮狀態空間剖面點 1292002 • · 角度1020之增加，並且使用可溶解或可移除的嵌入件而正 確地符合收縮氣囊摺疊皮膜會造成此點角度1 020約30度 或更大。重要的是，強化可膨脹氣囊裝置可在單一硬化中 被製造。關於正確地符合收縮氣囊摺疊之製程被稱爲抗失 效可膨脹氣囊強化方法，並且其可包括以溶解而移除（或單 純移除）縱向應力消除元件，其係爲了促進溶解而可爲共熔 鹽應力消除元件或鋁之應力消除元件兩個例子。關於應力 消除嵌入件之方法可被稱爲抗失效可膨脹氣囊強化方法， 不論其應力消除嵌入件是否溶解或移除。須提及者，名詞 「可膨脹水閘板致動器元件」（或可膨脹閘板致動器元件） 係指用來致動水閘板之可膨脹氣囊。水閘板致動器元件（或 閘板致動器元件）係指可作動水閘板（其可包括除了其他水 控制閘如溢洪道閘或運河或河堰閘以外之頂部可做交通之 用的閘）任何型式之致動器（氣動，液壓等）。 參照第1 0圖，可膨脹彈性水壩被顯示在收縮情況。可膨 脹彈性水壩氣囊3被可膨脹水壩-到-地基固定元件（或可膨 脹皮膜-到-地基固定元件）所固緊，其可包含有楔形夾緊保 持元件1 02 1 (或楔形可膨脹皮膜（或氣囊）-到-地基夾緊保持 元件），其包含有在上游端（10)之元件11a，lib，llc，lid，及 1 1 e，或固定元件，其係另外包括一個實質上平坦之可膨脹 皮膜-到-地基之可夾緊保持元件1 022，及包含有逗點式嵌 入件21之可膨脹皮膜-到-地基之夾緊保持強化元件1 023。 又，加壓流體入口元件24可加入，以使此物件被活化。若 包封以零或不充分的外夾緊力而膨脹時，嵌入囊層（ply)12Referring now to Figure 8, there is shown a cross-section of the expandable article 3a in the contracted condition, showing the position of the strain relief profile 2 relative to the expandable article 3a. Referring now to Figure 9, the expandable article 3a is shown at In the expanded condition, the stress relief profile 2 is secured to the inside of the expandable article. With regard to the definition of certain nouns, the dock bumper element may only be an expandable part of the docking crash plate; the expandable sealing element may only be an expandable portion of the expandable seal; the expandable jack component (eg, may be sleek) The circumference or rectangle) may be only the expandable portion of the expandable jack. -27-1292002 • · Figure 14 is a cross-sectional view of a pneumatic spillway gate of the present invention. An outgassing groove 23 is provided to connect the air joint 24 to the hollow stress relief profile 2 . The shutter 24 can be secured to the hinge flap 25 using a hinge clasp 26. It must be understood that the stress relief insert 1 0 1 4 can be removed using force or dissolution after the manufacturing process (eg, hardening) (eg, for the removable shrink balloon folded film embedded component), so it does not remain in In the final swellable product, but can be properly conformed to the shrinking balloon fold in the process (such as hardening), the purpose of which is to maintain the shape after manufacture, and the minimum radius of curvature of the deflated balloon fold film in the contracted state will be Those who do not use the correct conforming insert are larger, and thus the expansion stress on the collapsed balloon fold film will be less than when they are inflated. Such a properly conformable inflatable balloon device 1 〇1 5 may be referred to as a reinforced inflatable balloon device, and may include at least one compliant balloon-folding membrane element 1 0 16 that is properly conformed to the reduced (or dispersed) expansion stress. It is correctly matched to have reduced inflation balloon stress and the minimum radius of curvature of 1 0 1 7 is significantly increased, and wherein the contraction balloon collapsed membrane section (a section of the balloon membrane of the adjacent contracted balloon fold) 1 〇 18 is shown as about 30 Degree or larger contraction state space section point angle 1 020. The deflated balloon folded membrane element 1016, which correctly conforms to the reduced inflation balloon stress and has a minimum radius of curvature of 1 〇1 7 , can be properly conformed using a dissolvable or removable insert to allow the deflated balloon to fold the membrane element The minimum radius of curvature of 1 11 6 is increased to a point where the expansion pressure significantly increases or functionally increases, causing failure at the collapse of the collapsed bladder. The increase in the minimum radius of curvature of the balloon structure in the collapsed balloon fold film results in a collapsed balloon fold approximating the membrane profile. The so-called contraction state spatial profile point 1292002 • The angle 1020 is increased and the dissolve or removable is used. Inserting the piece correctly to conform to the collapsed balloon fold film will result in an angle of 1 020 of about 30 degrees or more. Importantly, the reinforced inflatable airbag device can be manufactured in a single hardening. The process for properly conforming to the collapse of the collapsed balloon is referred to as a failure-resistant inflatable balloon reinforcement method, and may include removing (or simply removing) the longitudinal stress relief element in solution, which may be eutectic for dissolution. Two examples of salt stress relief elements or aluminum stress relief elements. The method of stress relief inserts may be referred to as a failure resistant inflatable balloon reinforcement method, regardless of whether the stress relief insert is dissolved or removed. As used, the term "expandable sluice actuator element" (or expandable ram actuator element) refers to an inflatable bladder used to actuate a floodgate. The sluice plate actuator element (or ram actuator element) refers to a sluice gate (which may include a gate that can be used for traffic other than other water control gates such as spillway gates or canals or river gates) Any type of actuator (pneumatic, hydraulic, etc.). Referring to Figure 10, the expandable elastic dam is shown in the contraction condition. The expandable elastic dam airbag 3 is secured by an expandable dam-to-foundation fixing element (or an expandable membrane-to-foundation fixing element) which may comprise a wedge-shaped clamping retaining element 102 1 (or a wedge-shaped inflatable membrane) (or airbag)-to-ground clamping retention element) comprising elements 11a, lib, llc, lid, and 1 1 e at the upstream end (10), or a fixed element, which additionally includes a substantially flat The expandable membrane-to-ground clampable retaining element 1 022, and the expandable membrane-to-foundation clamp-holding stiffening element 1 023 comprising a comma-type insert 21. Again, a pressurized fluid inlet element 24 can be added to activate the article. If the envelope expands with zero or insufficient external clamping force, the insert layer (ply) 12

1292002 可防止撕裂或洩露。鰭片（或以不同名詞稱呼時，爲可膨脹 彈性水壩頂部流動偏向鰭片，或溢流偏向繪片）1 4可爲任何 之擠型，其可使頂部流動轉向離開彈性水壩，並且可包括 有應力消除嵌入件15，其被裝設成在與補強層16之共同徑 向上及其內部。須提到者，任何補強層（在任何可膨脹物件 中）亦可做爲補強氣囊囊層（ply)，或補強層，並且可包含 有如凱夫拉爾（Kevlar )、尼龍、聚酯之纖維或布材料，或 捻撚索、鋼索、針織布、或織布，每一種均埋入於或覆蓋 有彈性材料。鰭片1 4之補強層1 6增加了鰭片1 4之強度及 剛硬度。鰭片可被裝設成使最小氣囊摺疊皮膜之曲率半徑 產生在可膨脹彈性水壩頂部流動偏向鰭片之共同徑向及內 部（實際上，其可被稱爲相鄰氣囊摺疊皮膜之頂部流動偏向 鰭片）。固定有應力消除嵌入件、或正確地符合而具有增加 之最小曲率半徑的可膨脹皮膜可被稱爲相鄰流動偏向鰭片 之內氣囊部分，並且不僅顯示約30度或較大的空間剖面點 角度，而且亦顯示一個圓弧內氣囊曲率1024，及一個圓形 朝內指向之曲率1017。此表示對過去之設計上具有尖銳摺 疊而使收縮氣囊摺疊顯現出具有托架狀1 02 5，在右點1026 上產生極端之應力集中。相關的方法可被稱爲抗失效可膨 脹水壩強化方法。 第1 1圖係顯示第1 0圖之可膨脹式水壩在膨脹狀態時之 圖。可膨脹皮膜3將鰭片1 4以及應力消除擠型件2保持在 適當位置上。夾緊件1 7將可膨脹式水壩固定到溢洪道1 8。 氣囊皮膜3之內表面係以消除應力集中而設計在安全應力 -30-1292002 Prevents tearing or leakage. The fins (or, when referred to by different nouns, the flow-biased fins at the top of the expandable elastic dam, or the overflow deflecting fins) 14 may be of any extrusion type that allows the top flow to divert away from the elastic dam and may include There is a strain relief insert 15 that is mounted in the radial direction and in the interior of the reinforcing layer 16. It should be mentioned that any reinforcing layer (in any swellable item) can also be used as a reinforcing bladder (ply), or reinforcing layer, and can contain fibers such as Kevlar, nylon, polyester or Cloth materials, or chords, steel cables, knitted fabrics, or woven fabrics, each embedded or covered with an elastic material. The reinforcing layer 16 of the fins 14 increases the strength and rigidity of the fins 14. The fins may be mounted such that the radius of curvature of the smallest balloon fold film is generated in the common radial and internal flow of the fins on the top of the expandable elastic dam (in fact, it may be referred to as the top flow bias of the adjacent balloon fold film) Fin). An inflatable film that is fixed with a stress relief insert, or that correctly conforms to have an increased minimum radius of curvature, may be referred to as an inner balloon portion of the adjacent flow deflecting fin and that exhibits not only about 30 degrees or a large spatial profile point. The angle, but also shows the curvature of the inner balloon of a circular arc of 1024, and the curvature of a circular inward pointing direction 1017. This means that there is a sharp fold in the design of the past so that the collapsed airbag fold appears to have a bracket shape 205 5 and an extreme stress concentration occurs at the right point 1026. A related method can be referred to as a failure-resistant expandable dam reinforcement method. Fig. 1 is a view showing the expandable dam of Fig. 10 in an expanded state. The expandable membrane 3 holds the fins 14 and the strain relief extrusion 2 in place. The clamping member 17 secures the expandable dam to the spillway 18. The inner surface of the airbag film 3 is designed to eliminate stress concentration and is designed for safety stress -30-

1292002 及應變限度之內，若收縮之皮膜3不形成與應力消除嵌入 件2符合一致的話會產生該應力集中。地基或溢洪道1 8之 凹部1 8 a使包含有嵌入件2及1 5之可膨脹式水壩的加厚之 下游部分在收縮狀態下可平坦地抵住於地基1 8上。 參照第1 2圖，係顯示可膨脹式水壩之另一個實施例，其 使用簡單矩形夾件1 1 8與「逗點」形嵌入件21及抗撕裂補 強1 2連結。包含有消除應力形狀2及鰭片嵌入件1 5之可 膨脹式皮膜3上的加厚部分位於溢洪道22中之凹部。螺帽 20將夾件1 1 8保持在繋留螺栓1 9上。連接到可膨脹式水壩 之空氣連接管24可對可膨脹式皮膜3之上下相鄰部分之間 的空氣提供一個空間之成型溝23而被連到中空擠出部2。 當以連接到空氣輸送接頭24之真空系統將可膨脹式水壩之 內壓力降低到大氣壓力以下時，可膨脹式水壩較不易產生 流動誘導振動之破壞。此會使皮膜3緊緊黏住嵌入件2，因 而在習知設計造成破壞問題之所在處形成一個更堅硬之結 構。 第1 3圖係類似於第1 2圖所顯示之可膨脹式水壩在膨脹 狀態之圖。嵌入件2 1提供對夾緊棒1 1 8之確實的啣接。凹 部階狀22被形成在溢洪道1 8中。該階狀22可使可膨脹式 水壩連續地從下側被支撐，而仍可維持該可膨脹式水壩之 上表面之準位外形。 至於製程方面，名詞「擠出製造」係指使用一種擠出製 造程序，而名詞「模製」係指使用一種模型製造程序。 第15圖係顯示第14圖之溢洪道閘的收縮之空氣囊（或收 -3 1 -Within 1292002 and within the strain limit, this stress concentration occurs if the shrinkage film 3 does not conform to the stress relief insert 2. The recess or portion 8 8 of the foundation or spillway 18 allows the thickened downstream portion of the expandable dam containing the inserts 2 and 15 to flatly abut against the foundation 18 in the contracted state. Referring to Fig. 12, another embodiment of an expandable dam is shown which is joined to the "comic" insert 21 and the tear resistant reinforcement 12 using a simple rectangular clamp member 1 18 . The thickened portion of the expandable film 3 including the stress relief shape 2 and the fin insert 15 is located in the recess in the spillway 22. The nut 20 holds the clip 1 1 8 on the captive bolt 1 9 . The air connecting pipe 24 connected to the expandable dam can be connected to the hollow extrusion portion 2 by providing a space forming groove 23 to the air between the upper and lower portions of the inflatable film 3. When the pressure within the expandable dam is reduced below atmospheric pressure by a vacuum system connected to the air delivery joint 24, the expandable dam is less susceptible to flow induced vibration damage. This causes the film 3 to adhere tightly to the insert 2, thereby forming a stiffer structure where the conventional design causes damage. Figure 13 is a diagram similar to the expanded state of the expandable dam shown in Figure 12. The insert 2 1 provides a secure engagement of the clamping bars 1 18 . A concave step 22 is formed in the spillway 18. This step 22 allows the expandable dam to be continuously supported from the underside while still maintaining the level profile of the upper surface of the expandable dam. As for the process, the term "extrusion manufacturing" refers to the use of an extrusion manufacturing process, and the term "molding" refers to the use of a model manufacturing process. Figure 15 shows the contracted air sac of the spillway gate of Figure 14 (or -3 1 -

1292002 縮之可膨脹水控制氣囊元件）。嵌入件2 1位於平坦部2 8之 上游。穿過平坦部28之孔29可與第14圖之夾緊棒1 18組 合。絞鏈活板2 5之放大部分2 7可防止絞鏈活板從第1 4圖 之絞鏈扣環26下方拉出。抗撕裂層12(或周圍方向之連續 一體相鄰之內氣囊層）可防止可膨脹致動器之氣囊20 3在未 被夾緊或鬆驰之夾緊情況下裂開，其中取代跟隨圈狀1 030 可提供支撐到固定元件上之外氣囊層的路徑，抗撕裂層1 2 橫越形成延伸之圈狀的上方及下方安裝狀態、且提供固定 元件1032所需要的支撐之氣囊層之間的橋墩接頭1〇31。須 H 提及者，名詞「內氣囊層」係指除了最外方氣囊層以外的 任何氣囊層。周圍方向之連續一體相鄰之內氣囊層可包括 有沿著位於一個平面內之周圍（不一定爲圓形）成連續狀（即 因爲其爲連續狀而繞其他部分成圈狀，因而不形成橋墩接 頭1 03 1 )之層，該平面係平行於氣囊擴張軸心（主擴張軸心 並且當安裝後通常爲垂直）且其垂直分量實質上垂直於保留 水之水平力分量（溢流方向）。抗撕裂層可爲最內側之補強 氣囊囊層（ply)l〇33及/或可爲至少一個垂直溢流（或上游或 下游），收縮氣囊接頭橫貫囊層（ρ 1 y ) 1 0 3 4 (可爲至少一條補 強囊層（Ply)，及/或可爲垂直溢流收縮氣囊接頭橫貫囊層 (ply)，意即上游或下游）。一體相鄰之內氣囊層可具有安 裝狀態時之縱向中央軸心（即，一個安裝之收縮狀態縱向中 央軸心）1035 ’其爲水平方向且垂直於一'個過近之流動方向 。當安裝時，水控制氣囊元件可用來固定到水控制閘板底 緣，其意思僅爲水控制氣囊元件可被固定到水控制閘板邊 -32 -1292002 Shrinkable inflatable water control airbag element). The insert 2 1 is located upstream of the flat portion 28. The hole 29 passing through the flat portion 28 can be combined with the clamping rod 1 18 of Fig. 14. The enlarged portion 27 of the hinge flap 2 5 prevents the hinge flap from being pulled out of the hinge clasp 26 of Figure 14. The tear resistant layer 12 (or a continuous integrally adjacent inner balloon layer in the peripheral direction) prevents the balloon 20 3 of the expandable actuator from cracking without being clamped or slackened, wherein the replacement follower The shape 1 030 can provide a path for supporting the outer airbag layer on the fixing member, and the tear resistant layer 12 traverses the upper and lower mounted state forming the extended loop shape and provides the support for the airbag layer of the fixing member 1032. The pier joints are between 1 and 31. H), the term "inner balloon layer" means any layer of airbag other than the outermost balloon layer. The continuous integrally adjacent inner balloon layer in the peripheral direction may include a continuous shape (not necessarily circular) in a plane (ie, because it is continuous and looped around other portions, thus not forming a layer of pier joints 1 03 1 ) that is parallel to the axis of expansion of the airbag (mainly expanding the axis and generally perpendicular after installation) and whose vertical component is substantially perpendicular to the horizontal force component of the retained water (overflow direction) . The tear resistant layer may be the innermost reinforced bladder layer (ply) 103 and/or may be at least one vertical overflow (or upstream or downstream), the deflated balloon joint traverses the capsule layer (ρ 1 y ) 1 0 3 4 (may be at least one reinforcing capsule (Ply), and/or may be a vertical overflow contraction balloon joint transverse to the ply, meaning upstream or downstream). The integrally adjacent inner balloon layer may have a longitudinal central axis (i.e., a mounted contracted state longitudinal center axis) 1035' in the installed state which is horizontal and perpendicular to a 'near flow direction'. When installed, the water control airbag element can be used to secure to the bottom edge of the water control gate, which means that only the water control airbag component can be secured to the water control gate side -32 -

1292002 緣（即在安裝狀態時爲底緣）。閘板致動器-到-地基固定元 件1 0 3 2 (或可膨脹皮膜-到-地基之固定元件，或可膨脹氣囊 -到-地基之固定元件）被顯示在第1 5圖中爲具有閘板致動 器-到-地基之可夾緊保持元件（或可爲可膨脹氣囊-到-地基 之可夾緊保持元件）1 022，如第15圖所示其爲平坦之可夾 緊部分，以及閘板致動器-到-地基之夾緊保持強化元件（或 可爲可膨脹氣囊-到-地基之夾緊保持強化元件）1 023，其在 至少一個實施例中爲逗點形夾緊保持強化元件2 1，但是閘 板致動器-到-地基固定元件1 032亦可爲楔形閘板-到-地基 夾緊保持元件（或楔形氣囊-到-地基夾緊保持元件）1 02 1， 如第1 0圖所示。如其名稱所建議，楔形閘板-到-地基固定 元件用來將整個水閘板致動器裝置固定到地基，如溢洪道（ 第92圖之1 0 3 5 )或道路地基，或水道地基，或洩洪道之地 基等。閘板致動器裝置可又包括有一個加壓流體入口元件 。可膨脹水閘板致動器裝置（可爲底部樞轉式）與至少一個 水閘板，及可能另外之水閘板轉動防止元件一起形成一個 可膨脹致動水閘板系統。 可膨脹物件強度之增強方法亦被公認爲在本發明之範圍 內。一個此種方法所包括的步驟有：建立一個強化之可擴 張內層（如撓性纖維補強彈性層）1 0 3 6，其具有連續相鄰垂 直之平面狀周邊（說明一體相鄰內氣囊層之另一個方式 ) 1 03 3 ;建立一個可膨脹物件端部（其可形成縱向氣囊部之 末端）；僅建立至少一個強化可擴張外層1 〇 3 7之一部分（其 中外層被定義爲除了最內層以外之所有其他層），其係在強 -33- 1292002 • · 化可擴張內層1 0 3 6之外側或與其直接接觸；建立一個加壓 流體入口元件2 4，以產生一個通過該至少一個強化可擴張 內層1 03 6及該強化可擴張外層1 0 3 7之該部分的流體移動 口 1 03 8 ;將至少一個強化可擴張外層1 03 7之其餘部分從該 至少一個強化可擴張內層1 036沿著一個層擴散線1 03 9 (其 與上述橋墩接頭符合）而擴散；以及建立一個具有該至少一 個強化可擴張外層之至少該其餘部分1041的可膨脹氣囊-到-地基之固定元件1 040。 應力消除嵌入件2可使用通過中心之一個空氣輸送孔， 或不使用該孔。可膨脹包封上在膨脹時必須從應力消除嵌 入件2分離之部分，可在硬化時以例如水可溶性紙、塗矽 尼龍脫模用膜或布、或省去黏合劑等而被防止黏合。 參照第B3圖，含有孔5之應力消除嵌入件2被黏合到區 域8以脫離囊層（ply) 206，接著囊層（ply ) 206被黏合到內 櫬210。補強囊層（ply)208及209被黏合到內櫬207。除了 區域8以外，應力消除嵌入件2保持不黏合。 參照第B4圖，以膨脹情況顯示有第B3圖之橫剖面。 參照第B6圖，其係顯示第B7圖中所示之溢洪道閘的收 縮空氣囊，嵌入件21位於平坦部28之上游。穿過平坦部28 之孔29可與第7圖之夾緊棒1 1 8組合。絞鏈活板（或水閘-到-可膨脹水閘致動器固定元件）25之放大部分27可防止絞 鏈活板從第7圖之絞鏈扣環26下方拉出。通過擠型2, 21 及27之孔5在製程之組裝階段時可容納用來定位該擠型之 定位鋼線。 1292002 • · 參照第B 7圖，顯示一個氣動溢洪道閘系統之橫剖面， 係使用依照本發明所製造之可膨脹致動器之氣囊203而 安裝到水壩溢洪道18。釋氣溝23將空氣輸送接頭24連 到中空之消除應力擠出部2。閘板24利用絞鏈扣環26而 固定到絞鏈活板25。可膨脹致動器之氣囊20 3以夾緊棒】 而被夾緊到水壩溢洪道1 8。 參照第B8圖，其係第B7圖之剖面A-A，空氣輸送溝 被成型到可膨脹物件皮膜3之內表面1 1 9。 第1 6圖顯示空氣輸送溝2 3被成型到第1 4圖之剖面/ 〇 參照第60a，60b，及60c圖，其係顯示本發明一個實施 之空氣囊的橫剖面圖。被夾緊部分86 1可利用簡單矩形 緊棒而被固定到水壩溢洪道。空氣囊853之垂直面865 在絞鏈活板862之運動範圍內被成型爲緊密地符合到該 緊棒。依照此方式，可防止在該夾緊棒與絞鏈活板862 間陷入砂及小石頭，因而可延長空氣囊8 5 3之壽命。可 脹空室866可在上游延伸到約位置866 a。補強較佳爲定 在約54度且從空氣囊之軸線算起44分。以該索角度時 該空氣囊在加壓時並未有伸長或收縮的傾向。該補強索 層（ply)較佳爲左手邊一對且右手邊一對而使用。該空氣 之可膨脹部分較佳爲具有連續之補強，包含在任何囊層（P 之充分的重疊部分，在左手邊及右手邊以大約爲上述之 度在該空氣囊之整個外周上定向。在顯示的收縮狀態時 總數爲3個囊層（p 1 y )之補強一起作用以符合此需求。囊 其 被 接 被 18 23 L-A 例 夾 可 夾 之 膨 向 囊 囊 ly) 角 層1292002 edge (ie bottom edge in the installed state). The shutter actuator-to-foundation fixing element 1 0 3 2 (or the inflatable membrane-to-ground fixation element, or the inflatable balloon-to-ground fixation element) is shown in Figure 15 as having The ram actuator-to-foundation clampable retaining element (or may be an expandable airbag-to-ground clampable retaining element) 1 022, as shown in Figure 15, is a flat, clampable portion And a ram actuator-to-foundation clamping retention reinforcement element (or may be an inflatable balloon-to-ground clamp retention retention element) 1 023, which in at least one embodiment is a comma clip The reinforcing element 2 1 is held tightly, but the shutter actuator-to-ground fixing element 1 032 can also be a wedge-to-ground clamping holding element (or a wedge-shaped air-to-ground clamping holding element) 1 02 1, as shown in Figure 10. As suggested by its name, the wedge-to-ground anchoring element is used to secure the entire sluice actuator device to the foundation, such as a spillway (1 0 3 5 of Figure 92) or road foundation, or waterway foundation, or flood discharge. The foundation of the road, etc. The shutter actuator assembly may in turn include a pressurized fluid inlet member. The expandable sluice actuator device (which may be pivoted at the bottom) forms an expandable actuation sluice system with at least one sluice gate, and possibly another sluice gate rotation preventing element. Methods of enhancing the strength of an expandable article are also considered to be within the scope of the present invention. One such method includes the steps of: establishing a reinforced expandable inner layer (e.g., a flexible fiber reinforced elastic layer) 1 03, having a continuous adjacent vertical planar periphery (indicating an integrally adjacent inner balloon layer) Another way) 1 03 3 ; establish an swellable article end (which can form the end of the longitudinal airbag portion); only establish at least one of the at least one enhanced expandable outer layer 1 〇 3 7 (wherein the outer layer is defined as the innermost All other layers than the layer), which are in the strong side of the strong expandable inner layer 1 0 3 6 or in direct contact therewith; establish a pressurized fluid inlet element 24 to generate a pass through the at least a reinforced inner layer 1 03 6 and a fluid moving port 1 03 8 of the portion of the reinforced expandable outer layer 1 0 3 7; the remaining portion of the at least one reinforced expandable outer layer 307 7 is expandable from the at least one reinforcement The inner layer 1 036 spreads along a layer diffusion line 1 03 9 (which conforms to the pier joint described above); and establishes an expandable portion of the at least one remaining portion 1041 having the at least one strengthened expandable outer layer Balloon - to - fixing the foundation element 1040. The strain relief insert 2 can be used with or without an air delivery hole through the center. The expandable envelope is a portion which must be separated from the stress relief insert 2 at the time of expansion, and can be prevented from being bonded at the time of hardening by, for example, water-soluble paper, a film or cloth for coating a nylon release film, or a binder is omitted. Referring to Figure B3, the stress relief insert 2 containing the apertures 5 is bonded to the region 8 to exit the capsule 206, and then the capsule 206 is bonded to the inner liner 210. Reinforcing bladders (ply) 208 and 209 are bonded to the inner bore 207. Except for the region 8, the stress relief insert 2 remains unbonded. Referring to Figure B4, the cross section of the B3 diagram is shown in the expanded state. Referring to Fig. B6, which shows the shrinking air bladder of the spillway gate shown in Fig. B7, the insert 21 is located upstream of the flat portion 28. The hole 29 passing through the flat portion 28 can be combined with the clamping rod 1 18 of Fig. 7. The enlarged portion 27 of the hinge flap (or sluice-to-expansion sluice actuator fixing member) 25 prevents the hinge flap from being pulled out of the hinge clasp 26 of Fig. 7. The holes 5 through the extrusions 2, 21 and 27 can accommodate the positioning steel wire used to position the extrusion during the assembly phase of the process. 1292002 • Referring to Figure B7, a cross section of a pneumatic spillway gate system is shown mounted to a dam spillway 18 using an airbag 203 of an expandable actuator constructed in accordance with the present invention. The deflation groove 23 connects the air delivery joint 24 to the hollow stress relief extruding portion 2. The shutter 24 is fixed to the hinge flap 25 by a hinge clasp 26. The balloon 20 3 of the expandable actuator is clamped to the dam spillway 18 by a clamping rod. Referring to Fig. B8, which is a section A-A of Fig. B7, the air transport groove is formed to the inner surface 1 1 of the expandable article film 3. Fig. 6 is a cross-sectional view showing the air bag of the embodiment of the present invention, which is shown in Fig. 60a, 60b, and 60c. The clamped portion 86 1 can be secured to the dam spillway using a simple rectangular tight rod. The vertical face 865 of the air bag 853 is shaped to closely conform to the tight bar within the range of motion of the hinge flap 862. In this manner, it is possible to prevent sand and small stones from being trapped between the clamping bar and the hinge flap 862, thereby prolonging the life of the air bag 853. The inflatable chamber 866 can extend upstream to about position 866a. The reinforcement is preferably set at about 54 degrees and 44 points from the axis of the air bag. At the cable angle, the air bladder does not tend to expand or contract when pressurized. The reinforcing layer (ply) is preferably used in a pair on the left hand side and a pair on the right hand side. Preferably, the expandable portion of the air has a continuous reinforcement and is included in any of the bladder layers (a sufficient overlap of P, oriented on the left and right hand sides about the entire circumference of the air bladder at about the above degree. The total contraction of the three capsule layers (p 1 y ) is shown to act in accordance with this requirement. The capsule is attached to the 18 23 LA clip that can be clipped to the capsular ly)

1292002 (ply)807在第一方向上用來補強該空氣囊。囊層（Piy)807 單純地圍住可膨脹空室8 6 6，並且本身重疊而形成切開之管 狀。囊層（ply)808在第二方向上用來補強該空氣囊。囊層 (Ply) 808之上方及下方部分亦可延伸通過被夾緊部分861 ，而後繞上游嵌入件82 1，而後向下游回去通過被夾緊部分 861，而後通過絞鏈活板862，然後繞絞鏈活板嵌入件827 ，而後向上游回去通過絞鏈活板8 6 2，而後又在上游通過被 夾緊部分861，止於相鄰嵌入件21之處。除了囊層（ply ) 808 延伸到被夾緊部分 861上游之不連續部分之外，囊層 (Ply )807及808 —起提供可膨脹空室866周圍所需的連續 補強。當被夾緊部分861被牢固地夾緊之時，該囊層（ply )807 及808可充分地補強該可膨脹空室866。爲了在未夾緊或鬆 驰地夾緊之時提供補強，可加入囊層（ply)860，而在與可 膨脹空室866之上游端處之囊層（ply)808相同的囊層（ply) 方向上提供補強。以此方式時，該空氣囊可在未夾緊情形 下安全地膨脹，並且不會受到由於夾緊到水壩溢洪道之鬆 動而產生過早的失效。 第17及18圖顯示本發明之可膨脹軟管。應力消除嵌入 件2可用來促進該軟管之製造，及可用來防止軟管在高的 外來壓力，例如浸入深海中產生完全潰裂。該完全潰裂會 將破壞應力傳遞到先前技術中缺乏應力消除嵌入件2之平 坦軟管。須提及者，名詞「可膨脹軟管」被定義爲不僅包 括擴張軟管（其可膨脹特性使其可做爲機械壓力傳遞裝置） ，而且包括流體輸送軟管，其主要功能係輸送流體且其造 -36- 1292002 • · 成的膨脹可能僅爲次要，但是確會產生（儘管通常不如擴張 軟管之程度），並且將它們倂入可膨脹軟管之群中。兩種軟 管及所有相關之可膨脹物件可被稱爲加壓物件。 流體輸送軟管1010被做爲流體輸送元件1 042之一部分 ，其被用來方向性且加壓地輸送加壓流體，一個加壓流體 入口元件；及一個分開（意即在已知時間點上與入口元件不 同）之加壓流體出口元件，其可使被輸送的加壓流體排出。 擴張軟管（或可膨脹軟管）可包括有擴張軟管元件1 042 (當充 分地被加壓時，其可傳遞軟管擴張而將外壓力或外方可膨 脹皮膜位移），以及一個加壓流體入口元件，其亦可做爲加 壓流體出口元件之用。 本發明技術之另一方面係關於一體之水閘板絞鏈活板 1 0 50 (屬於可膨脹水閘板致動器裝置），其被構成緊密地符 合到可膨脹氣囊-到·地基之夾緊件1 1 8 (用來夾緊可膨脹氣 囊-到-地基之固定元件1 040的可夾緊保持元件1 022 )之橋 墩面1 0 5 1。起初，一體之水閘板絞鏈活板係與可膨脹水閘 板致動器裝置成一體，並且做爲閘板到可膨脹水閘板致動 器裝置之固定元件；其可被稱爲一體之水閘板絞鏈活板固 定元件。水閘板絞鏈活板1 0 50主要可包括有垂直溢流、垂 直、可膨脹氣囊-到-地基之夾緊面橋墩、角落增大的邊件 1 0 52，被增大成具有角件1 0 5 3之邊件橋墩一個可膨脹氣囊 -到-地基之夾緊件1 1 8的垂直溢流（如下游）之垂直面1 0 5 1 。此邊件可被構成橋墩該垂直溢流、垂直、可膨脹氣囊-到 -地基夾緊面1051之所有相鄰部分。一個相關的方法可包1292002 (ply) 807 is used to reinforce the air pocket in the first direction. The Piy 807 simply encloses the expandable empty chamber 8.6 and overlaps itself to form a cut tube. A ply 808 is used to reinforce the air pocket in the second direction. The upper and lower portions of the Ply 808 may also extend through the clamped portion 861 and then around the upstream insert 82 1 and then back downstream through the clamped portion 861 and then through the hinge flap 862 and then around The hinged flap inserts 827 and then returns upstream through the hinge flaps 632 and then upstream through the clamped portions 861 to terminate adjacent the inserts 21. In addition to the discontinuous portion of the ply 808 extending upstream of the clamped portion 861, the layers Ply 807 and 808 together provide the continuous reinforcement required around the expandable empty chamber 866. The capsules 807 and 808 can sufficiently reinforce the expandable empty chamber 866 when the clamped portion 861 is securely clamped. To provide reinforcement when unclamped or loosely clamped, a bladder 860 can be added, while the same bladder layer (ply) 808 at the upstream end of the expandable empty chamber 866 (ply) ) Provide reinforcement in the direction. In this manner, the air bladder can be safely expanded in an unclamped condition and is not subject to premature failure due to loosening of the clamp to the dam spillway. Figures 17 and 18 show the expandable hose of the present invention. The strain relief insert 2 can be used to facilitate the manufacture of the hose and can be used to prevent the hose from being completely collapsed at high external pressures, such as immersion in the deep sea. This complete fracture will transfer the failure stress to the flat hose of the prior art lacking the stress relief insert 2. It should be mentioned that the term "expandable hose" is defined to include not only a dilating hose (which has a swellable nature that makes it a mechanical pressure transmitting device) but also a fluid delivery hose whose primary function is to deliver fluid and It's made -36-1292002 • The expansion may be secondary, but it does occur (although it is usually not as good as the degree of expansion of the hose) and they are thrown into the group of expandable hoses. Both hoses and all associated expandable articles may be referred to as pressurized articles. The fluid delivery hose 1010 is configured as part of a fluid delivery element 1082 that is used to deliver pressurized fluid, a pressurized fluid inlet element, and a separate (ie at a known point in time). A pressurized fluid outlet member that is different from the inlet member that allows the pressurized fluid to be delivered to exit. The dilatation hose (or expandable hose) can include an expanded hose element 1 042 (when fully pressurized, it can transfer the hose to expand to displace the external pressure or the external inflatable membrane), and a plus The pressurized fluid inlet element can also be used as a pressurized fluid outlet element. Another aspect of the present technology is directed to an integrated sluice hinged flap 1050 (which is an expandable sluice actuator device) that is configured to closely conform to the inflatable airbag-to-ground clamping member 1 1 8 (a clamping face 1 0 5 1 for clamping the inflatable bladder - to the clampable holding element 1 022 of the fixing element 1 040 of the foundation). Initially, the integrated sluice hinged flap is integral with the expandable sluice actuator assembly and acts as a fixed component of the ram to the expandable sluice actuator assembly; it may be referred to as an integral sluice A hinged flap fixing element. The sluice strut flaps 0 0 50 may mainly include vertical overflow, vertical, inflatable airbag-to-ground clamping surface piers, corner-increased edge pieces 1 0 52, which are enlarged to have corner pieces 10 The edge of the 5 3 edge is an inflatable bladder-to-ground clamp 1 1 8 vertical overflow (eg downstream) vertical plane 1 0 5 1 . This edge member can be formed into all adjacent portions of the vertical overflow, vertical, inflatable balloon-to-ground clamping surface 1051 of the bridge. A related method can be packaged

1292002 栝有將可膨脹氣囊-到-地基之固定元件1 040之上緣角落增 大，以符合到該垂直溢流、垂直、可膨脹氣囊-到-地基夾 緊面1051。 一個可膨脹物件製造方法可包括有下列步驟：建立一個 抗彎曲收縮氣囊摺疊產生促進元件20 1(其被做爲牢固的支 撐件，在其周圍將一個彈性材料層彎曲以產生收縮氣囊摺 疊），其可響應於可膨脹氣囊製造框架2 1 1 ;將至少一個彈 性層207之至少一部分摺疊在抗彎曲收縮氣囊摺疊產生促 進元件201之周圍，以產生至少一個最內氣囊層207(不需 要促進元件與層之間的接觸）；產生一個對向相對之最內層 1060;防止對向相對之最內層1060之接壤（如，由棉或其 他非黏著性板206而使加壓流體之流入有一個空室可擴張） ;以及從至少一個產生之彈性摺疊移除該抗彎曲收縮氣囊 摺疊產生促進元件20 1。須提到者，名詞「抗彎曲」係指抵 抗可能在垂直於抗彎曲收縮氣囊摺疊產生促進元件之長度 方向上產生之彎曲（如，可能由製造過程（可能爲手工製程） 之壓力造成，其可將彈性層緊密地彎曲到抗彎曲收縮氣囊 摺疊產生促進元件之周圍）。爲了如定義一般之抗彎曲，抗 彎曲收縮氣囊摺疊產生促進元件不需要抵抗與彎曲有關之 偏折或位移，而是僅抵抗會傷害到完成氣囊產品之一體性 及形狀。 抗彎曲收縮氣囊摺疊產生促進元件可爲直的抗彎曲收縮 氣囊摺疊產生促進元件20 1 ;其可爲可伸張之鋼線（或鋼纜） ，抗彎曲收縮氣囊摺疊產生促進元件20 1 ;其可爲可伸張之 1292002 · · 桿，抗彎曲收縮氣囊摺疊產生促進元件1061;其可爲金屬 抗彎曲收縮氣囊摺疊產生促進元件201。伸張抗彎曲收縮氣 囊摺疊產生促進元件之步驟可包括：以手動或自動方式將 抗彎曲收縮氣囊摺疊產生促進元件伸張。伸張亦可以液壓 方式（可爲自動或否）、可單獨地或除了伸張產生之其他模 式以外而完成之。建立至少兩個抗彎曲收縮氣囊摺疊產生 促進元件之步驟可包括有：建立至少兩個平行之抗彎曲收 縮氣囊摺疊產生促進元件1 062，此步驟本身可包括在該至 少兩個平行之抗彎曲收縮氣囊摺疊產生促進元件1 062之至 少一個之周圍建立一個狹長、橫剖面爲淚滴型、收縮氣囊 摺疊皮膜嵌入元件2;及在該至少兩個平行之抗彎曲收縮氣 囊摺疊產生促進元件1062之不同之至少一個之周圍建立氣 囊-到-地基之夾緊保持強化嵌入元件1 023 (其可爲用來強 化氣囊-到-地基之夾緊保持用之任何嵌入件）。此方法可又 包括有在該至少兩個平行之抗彎曲收縮氣囊摺疊產生促進 元件1062之不同之至少一個之周圍建立建立板-到-板致動 器元件夾緊保持強化嵌入元件1 065 (其可爲用來強化水閘板 夾緊保持到其致動器元件用之任何嵌入件，可以爲可膨脹 式）。建立至少兩個平行之抗彎曲收縮氣囊摺疊產生促進元 件1 0 6 2之步驟，包括建立至少四個矩形配置之抗彎曲收縮 氣囊摺疊產生促進元件1 06 7 (須注意此步驟並不包含產生更 多平行（或其他朝向）之抗彎曲收縮氣囊摺疊產生促進元件） 之步驟。通常之方法又可包括：在該抗彎曲收縮氣囊摺疊 產生促進元件之至少一部分周圍建立一個狹長、橫剖面爲 - 3 9 - 1292002 • · 淚滴型、收縮氣囊摺疊皮膜嵌入元件2，此步驟可在抗彎曲 收縮氣囊摺疊產生促進元件20 1之周圍摺疊至少一個彈性 層207之至少一部分的步驟之前執行。通常之方法又可包 括：在抗彎曲收縮氣囊摺疊產生促進元件201之至少一部 分上建立一個夾緊保持促進嵌入元件1 068 (其可爲用來強化 夾緊保持之任何嵌入元件，或提供某種可抵抗被夾緊部分 所受到之力量的障礙物的任何元件）。此步驟可在抗彎曲收 縮氣囊摺疊產生促進元件201之周圍摺疊至少一個彈性層 207之至少一部分的步驟之前執行。 · 參照第B1圖，剛性框架21 1使鋼線201定位，鋼線被拉 緊元件204所伸張。一條黏合到內櫬207之放鬆囊層 (ply ) 206被顯示固緊到鋼線201上。開口 212被設置在放 鬆囊層（ply)206之四個角落之每一個上，使內櫬207黏合 到其本身，並且在可膨物件之每一個角落形成一個密封。 隨後第一補強囊層（ply ) 208被纏繞到內櫬207周圍，接著 係第2補強囊層（ply ) 209，接著係一個外蓋210。 參照第B2圖，應力消除嵌入件2被定位在鋼線201上。 β 可膨脹皮膜3被緊緊地纏繞在應力消除嵌入件2之周圍。 參照第Β5圖，鋼線201定位放鬆囊層（ply ) 206，接著形 成一個矩形箱狀，使隨後之囊層（p 1 y )可被加入。須提及者 ，放鬆囊層（ply)206並不延伸到角落區域212內，使該角 落區域2 1 2可黏合成密封，並且在硬化過程中提供永久的 密封。 參照第B9圖，形成邊緣鋼線2 1 2可被固定到形成邊緣鋼 一 4 0 - 1292002 • 參 線20 1，並且可構成用來限制形成邊緣鋼線1的撓度。 參照第B10圖，支撐框架211定位被拉緊裝置204所固 緊之鋼線201。三條平行鋼線201之一組229被用來定位輔 助特性、如第B6圖所顯示的絞鏈活板嵌入件27。 參照第Bl 1圖，單一鋼索228可被用來提供可膨脹物件218 之所有四個邊緣之定位控制。如空氣氣缸之拉緊裝置（或甚 至可爲拉緊元件）304，其與固定的附著件214結合可用來 保持鋼索228伸張。環22 3可被用來將鋼索228之相鄰的 錠線連接到可膨脹物件218之角落226。 參照第B12圖，可膨脹物件218被定位在模具314內。 模具3 1 4中之溝3 1 5，在定位鋼線2 0 1 (在其他圖中）從孔5 中抽出之後可被用來將應力消除擠型件2保持在模具內的 適當位置上。或者，類似於溝3 1 5之溝可僅被設置在此模 具之一側上。或者，可使用一個平坦之刀具多少與具有斜 面之可膨脹物件3 1 8接觸。 參照第B13圖，偏壓補強層222顯示其在被摺疊到該鋼 線20 1周圍之前位於相對於鋼線20 1之位置上。 參照第B 1 4圖，如標準雙頭倒刺軟管螺接頭之空氣接頭 2 1 6可被裝設在管子2 1 7上，接著被裝設在鋼線20 1上。此 有助於將空氣接頭2 1 6在相對於可膨脹物件3 1 8的正確位 置上固緊。 可容納頂部交通之用的蓄水裝置可包括有：可膨脹蓄水 元件致動器元件2000(如可膨脹致動器）；可膨脹致動器-到 -地基固定元件1 0 3 2，其可受到可膨脹蓄水元件致動器元件 1292002 • · 之響應，並且其包括有一個橫剖面放大、可膨脹致動器-到 -地基夾緊保持改善元件200 1 (例如，其可楔狀可膨脹致動 器-到-地基夾緊保持改善元件1 02 1或包含有一個圓形剖面 形狀（如逗點式）之可膨脹致動器-到-地基夾緊保持強化元 件嵌入件21);可響應於可膨脹蓄水元件致動器元件2000 之頂部可供交通用途之蓄水元件40 1 (如水控制閘，當降低 時可支撐頂部至少許多種類型之一種交通之用）；可受到頂 部可供交通用途之蓄水元件之響應的撓性纖維強化絞鏈元 件（其可爲S-型撓性絞鏈2002，一個一體成數字8之撓性 絞鏈2003，一個模式化數字8之撓性絞鏈2004，一個W-式 撓性絞鏈200 5，及一個壓縮絞鏈2006 );可響應於撓性纖 維強化絞鏈元件之一個絞鏈-到-蓄水元件固定元件2007 (其 可爲使撓性纖維強化絞鏈元件被固定到-蓄水元件用之任何 元件）；及可受到撓性纖維強化絞鏈元件之響應的絞鏈_到_ 地基固定元件2008 (其可爲將絞鏈之對向側固定到如道路、 步道、鐵路軌支撐之地基的任何元件），其中頂部可供交通 用途之蓄水元件40 1之轉動軸心（其可精確地與絞鏈之軸心 吻合）實質上在頂部可供交通用途之蓄水元件末端2〇n，並 且其中頂部可供交通用途之蓄水元件401具有一個齊平之 上方可供交通用途之表面2012 (意即頂部可供交通用途之 蓄水元件不僅沿著其交通長度齊平，而且其交通方向垂直 端2 0 1 3與最相鄰的非蓄水結構表面齊平）。須提及者，固 定兀件可包含有一個夾緊件。齊平並不一定意味著整個沒 有間隙、突脊及/或凹谷，而僅意味著其可能存在，但是並 1292002 · · 不足以傷害到沿著表面之通過或交通或造成不安全。此設 備可又包括有一個彈性絞鏈蓋，其可圍住至少絞鏈的上半 部（如一體之數字8狀的撓性絞鏈）。撓性纖維強化絞鏈元 件之撓性纖維可爲從包含有例如捻撚索、線繩、編織繩、 針織繩、織布、捻撚索埋入之彈性體、線繩埋入之彈性體 、編織繩埋入之彈性體、針織繩埋入之彈性體、及織布埋 入之彈性體的群中選出之撓性纖維，每一個可又一彈性體 覆蓋或埋入或覆層。此設備可又包括有表面絞鏈蓋422，其 可響應於頂部可供交通用途之蓄水元件而樞轉，並且可用 來在絞鏈上方提供一個齊平表面，並且其可樞轉以不妨礙 到蓄水元件40 1之轉動。頂部可供交通用途之蓄水元件40 1 可爲頂部可供車輛通過之蓄水元件2015(意即其可支撐車輛 交通工具），一個頂部可供行人通過之蓄水元件（意即其可 支撐行人通過），及頂部可供鐵路通過之蓄水元件2016(意 即其可支撐鐵路交通工具）。可膨脹蓄水元件致動器元件 2 0 0 0可爲下游側定位或蓄水側（或上游）定位（對於蓄水元件） 之可膨脹蓄水元件致動器元件2 0 1 8 (見第1 0 1圖）。又，過 度之蓄水元件轉動防止元件，或升高蓄水元件位置維持元 件42 1 (其作用可防止非所需之過度之蓄水元件轉動）可爲至 少一個靜止之蓄水元件轉動過度止件（如第102a圖所示）， 其可爲任何蓄水元件轉動之止件，其可位於與在升高位置 之蓄水結構相鄰之地基部分（如橋墩部）。在可膨脹蓄水元 件致動器元件係爲蓄水側定位之可膨脹蓄水元件致動器元 件之構造中（見第1 0 1圖），頂部可供交通用途之蓄水元件 -43 - 1292002 · · 可爲可浮動之頂部可供交通用途之蓄水元件，或者該設備 可又包含有可浮動之蓄水元件致動器元件，頂部可供交通 用途之蓄水元件可浮動地響應於該致動器元件（意即可浮動 之致動器元件之浮力可使蓄水元件升高）。此可浮動之蓄水 元件致動器元件可被建立在頂部可供交通用途之蓄水元件 下方及/或其可形成頂部可供交通用途之蓄水元件之一部分 〇 另一個蓄水裝置可包括有可浮動地升高之頂部可供交通 用途之蓄水元件（見第103圖或第108(c)圖）（例如，其可爲 如可支撐在降低狀態之上方交通的閘之蓄水元件，並且其 可被可浮動元件所升高）；撓性纖維強化絞鏈元件，可浮動 可升高之頂部可供交通用途之蓄水元件可響應於該強化絞 鏈元件；可響應於撓性纖維強化絞鏈元件之絞鏈-到-蓄水 元件固定元件2007; —個浮動元件2009(其可形成頂部可 供交通用途之蓄水元件之一部分，或其可位於頂部可供交 通用途之蓄水元件之外部），及可響應於撓性纖維強化絞鏈 元件之絞鏈-到-地基固定元件2 0 0 8，其中可浮動可升高之 頂部可供交通用途之蓄水元件具有一個齊平之上表面。可 浮動地升高之頂部可供交通用途之蓄水元件之轉動軸心（其 可準確地與絞鏈之軸心吻合）可實質上位於蓄水元件末端 2010。又，可浮動可升高之頂部可供交通用途之蓄水元件 可爲可浮動可升高之頂部可供車輛通過之蓄水元件、可浮 動可升高之頂部可供行人通過之蓄水元件、及/或可浮動可 升筒之頂部可供鐵路通過之蓄水元件。絞鏈-到-蓄水元件 _ 4 4 一 1292002 · · 固定元件2007包括有一個橫剖面放大夾緊保持改善元件 200 1 (例如，其可楔狀可膨脹致動器-到-地基夾緊保持改善 元件1 02 1或包含有一個圓形剖面形狀（如逗點式）之可膨脹 致動器-到-地基夾緊保持強化元件嵌入件2 1 )。同樣地，絞 鏈-到-地基固定元件2008可包括有一個橫剖面放大夾緊保 持改善元件200 1。平坦元件可形成頂部可供交通用途之蓄 水元件或其可位於其外部。 另一個蓄水裝置，其一種可特別適用於保護海浪洪水侵 襲，其可包括有可膨脹蓄水元件致動器元件（見第102圖） ;可膨脹致動器-到-地基固定元件，其可受到可膨脹蓄水 元件致動器元件之響應，並且其包括有一個橫剖面放大、 可膨脹致動器-到-地基夾緊保持改善元件2020 ;可響應於 可膨脹蓄水元件致動器元件2000之頂部可供交通用途之蓄 水元件202 1 ;可響應於撓性纖維強化絞鏈元件之一個絞鏈_ 到-蓄水元件固定元件2007及可受到撓性纖維強化絞鏈元 件2025之響應的絞鏈-到-地基固定元件2008，其中蓄水元 件之轉動軸心（其可精確地與絞鏈之軸心吻合）實質上在蓄 水元件末端。可膨脹蓄水元件致動器元件可爲朝向海定位 之可膨脹蓄水元件致動器元件，或朝向河流定位之可膨脹 蓄水元件致動器元件。 必須提及者，頂部可供交通使用的閘可由許多不同的複 合材料，如玻璃纖維、術架、樹脂、及/或混凝土及其複合 樹脂所製成，以減輕重量及路面鹽分效應且改善強度。 參照第C1圖，閘板401可由絞鏈裝置48固定到埋入於 1292002 · · 道路407之固定框架406中。如空氣囊403之致動器元件 可支撐在升高位置之閘板401以抵抗水49之壓力。 參照第C2圖，係顯示第C1圖中所示之閘組合的絞鏈在 閘降低位置時之詳細橫剖面圖。閘板40 1可含有長孔402， 繩索45可以「數字8」之形狀通過，因而將閘板401連接 到固定元件49。固定元件49可具有圓角邊緣以避免切斷繩 索45，並且可由安裝螺栓416而被固定到埋入框架406。 參照第C3圖，閘板401被充滿混凝土且被顯示其在降低 位置上。閘板4 0 1之外周可由框架構件4 1 3及4 1 4以及爲 顯示之閘板末端上之對應類似構件所形成。固定絞鏈元件 409可由第C6圖所示之撓性繩索而連接到可動絞鏈元件412 〇 參照第C 4圖，閘板4 0 1被顯示其在升高位置上。低摩擦 表面427顯示以繋留組合而固定到混凝土。繫留螺栓416 可固定到夾緊棒417，接著夾緊棒以其擴大端418而固定空 氣囊3 3 3。 參照第C5及C6圖，第C5圖顯示閘組合絞鏈之平面圖； 第C6圖顯示閘組合絞鏈之側視圖上的邊緣。固定構件409 可由撓性張力構件445而連接到可動構件442，撓性張力構 件445可通過構件409及442中之圓角邊緣的長孔402。上 彈性蓋412可黏合到構件409及442及撓性張力構件445。 撓性張力構件445除了在與構件409及442之間的滾動接 觸之處以外，亦可黏合到構件409及442。 參照第C7圖，撓性張力構件445可被纏繞到管狀構件438 -46 - 1292002 · · 之周圍，且在沒有滾動作用之區域440上被黏合到管狀構 件，但是在有滾動作用之區域44 1上則不黏合到管狀構件 438。管狀構件438可連接到構件439，其接著成爲或固定 到裝絞鏈及固定結構之其餘部分。 參照第C8及C9圖，分別顯示閘組合在其升高及降低位 置之橫剖面圖，閘板40 1被充滿混凝土 4 1 5，且由繫留螺栓 416固定住夾件43 7接著固定連接到閘板401之絞鏈活板436 而固定到地基426。與充塡材423結合的絞鏈蓋422可被用 來提供與道路407及閘板401齊平的平順表面。 · 參照第C10及Cl 1圖，鐵路軌條429被固定到閘板401。 軌條段43 0可樞轉地安裝到閘板401。閘板401由收縮的空 氣囊403及承墊425而被支撐抵住於鐵軌上。限制用鏈條421 可限制閘板4 0 1移動。 參照第C12及C13圖，閘板401被顯示在其升高位置上 由空氣囊3所支撐且被限制裝置42 1所限制。 參照第C14圖，閘板401在其升高位置上被空氣囊333 所支撐，並且由絞鏈448而固定到埋入框架406。框架406 ® 被埋入與鐵路407齊平。 參照第〇1，〇2,〇3,〇4,〇5及〇7圖，聞板401可由空氣囊333 所支撐而抵住在側密封5 6上。固定絞鏈元件61可保持在 包含有框架506，溝元件51及整平板55之空氣囊333之擴 大側緣。固定絞鏈元件6 1可由結件5 5而鎖緊到埋入框架5〇6 。密封56可由扣環57而鎖住於壁59上，扣環接著被結件 58鎖住。連接阻斷54可爲第D5圖中所示之埋入框架的一 一 47- 1292002 · · 體部分。第D5圖之埋入框架506可包括有上緣560’框架 元件506，框架元件51 ’整平板52 ’及空氣連接阻斷54。 參照第D 6圖，顯示有擴大空氣囊邊緣之另一設計之橫剖面 。楔件6 2可保持空氣囊3 3 3之補強層6 3。 參照第87a(閘升高）及87b (閘降低）圖’顯示有本發明之 另一實施例之可駕駛通過之洪水控制閘。閘板9 1 4可被空 氣囊3 3 3所作動。當閘板9 1 4在其降低位置時’其可將交 通負荷經由空氣囊333而傳遞到地基部分426。從橡膠薄板 切出的薄墊片可被用來促進均勻的負荷轉移。依照此方式 ，振動及噪音位準可被減少’而閘之成本及重量可保持在 合理水平，絞鏈元件90較佳係以強化橡膠材料製造。絞鏈 元件夾緊部9 2，9 1及9 1 4 a較佳成型爲將絞鏈樞轉軸心儘可 能地置於高處，以減少絞鏈元件90中之拉伸應力，而可提 供一個平坦表面，其在閘板9 1 4被降低時，對行人及車輛 之通過很安全。密封元件9 2可被用來密封閘板9 1 4之周圍 ，因而可使縮短系統壽命或降低可靠度之垃圾、砂、水、 道路鹽分等之侵入減到最小。 包含有可動致動器之蓄水控制系統包括有：複數之水閘 元件（如水閘板）6 1 4 a，6 1 4b，6 1 4 c ;可移動水閘致動器元件 6 1 2可在複數之水閘元件之下方可重新定位；受到可移動水 閘致動器元件6 1 2之響應的重置元件（其可被用來將水閘致 動器元件重置在不同的水閘元件之下方）608 ;及複數支持 元件7 (其可用來維持升高的水閘在升高位置，因而使可移 動水閘致動器元件6 1 2可被重置在另一個水閘元件之下方 -4 8 ~ 1292002 ·1292002 The upper edge of the inflatable balloon-to-foundation fixation element 1 040 is enlarged to conform to the vertical overflow, vertical, inflatable balloon-to-ground clamping surface 1051. An swellable article manufacturing method can include the steps of: establishing a buckling resistant balloon fold generation facilitating element 20 1 (which is used as a strong support, bending a layer of elastic material around it to create a collapsed balloon fold), It may be responsive to the inflatable balloon manufacturing frame 21 1 ; at least a portion of the at least one elastic layer 207 is folded around the anti-bending shrinking balloon folding generation facilitating element 201 to create at least one innermost balloon layer 207 (no facilitating elements are required) Contact with the layer); creating an opposite innermost layer 1060; preventing the opposite innermost layer 1060 from colliding (eg, by the cotton or other non-adhesive sheet 206, the inflow of pressurized fluid An empty chamber is expandable; and the anti-bending shrink balloon fold generation facilitating element 20 1 is removed from at least one of the resulting elastic folds. It should be mentioned that the term "anti-bending" refers to resistance to bending that may occur in the direction perpendicular to the length of the anti-bending shrinkage airbag folding-producing element (eg, may be caused by the pressure of the manufacturing process (possibly manual process), The elastic layer can be tightly bent to the periphery of the anti-bending and contracting airbag folding generation promoting member. In order to be generally resistant to bending as defined, the buckling-resistant airbag fold-producing facilitating element does not need to resist deflection or displacement associated with bending, but only resists damage to the body and shape of the finished airbag product. The anti-bending shrinking airbag folding generation promoting element may be a straight anti-bending shrinking airbag folding generating promotion element 20 1 ; it may be an extendable steel wire (or steel cable), and a bending-resistant airbag folding generating promotion element 20 1 ; For the stretchable 1292002 · rod, the anti-bending shrinking airbag folding generation promoting element 1061; which may be a metal anti-bending shrinking airbag folding generation promoting element 201. The step of stretching the anti-bend shrinking airbag to create the facilitating element may include folding the anti-bending and contracting balloon in a manual or automatic manner to promote the stretching of the member. Stretching can also be done hydraulically (which can be automatic or not), either separately or in addition to the other modes produced by stretching. The step of establishing at least two anti-bending and contracting balloon fold generating facilitating elements can include: establishing at least two parallel anti-bending and contracting balloon fold-producing facilitating elements 1 062, the step itself comprising including at least two parallel anti-bending shrinkage Forming a narrow, cross-sectional teardrop-type, deflated balloon-folding membrane inserting element 2 around at least one of the balloon folding-producing facilitating elements 1 062; and different in the at least two parallel bending-resistant balloon-folding-producing facilitating elements 1062 A balloon-to-foundation clamping retention reinforcement insert element 1 023 (which may be any insert for reinforcing the airbag-to-ground clamping retention) is formed around at least one of the airbag-to-foundation. The method can further include establishing a plate-to-plate actuator component clamping retention reinforcement embedding element 1 065 around at least one of the at least one of the at least two parallel anti-bending airbag fold generation facilitating elements 1062 (which Any insert that can be used to strengthen the sluice plate clamping retention to its actuator element can be expandable). Establishing at least two parallel anti-bending and contracting airbag fold generation facilitating elements 1 0 6 2, including establishing at least four rectangular configurations of anti-bending and contracting airbag fold generation facilitating elements 1 06 7 (note that this step does not include generating more The step of multi-parallel (or other orientation) anti-bending contraction balloon folding produces a facilitating element). The usual method may further comprise: establishing an elongated, transverse cross-section of at least a portion of the anti-bending and contracting balloon-producing acceleration-promoting element - 3 9 - 1292002 • a teardrop-type, contracting balloon-folding membrane-embedded component 2, this step may Execution is performed prior to the step of folding at least a portion of the at least one elastic layer 207 around the fold-resistant airbag fold-producing facilitating element 20 1 . The usual method may further comprise: establishing a clamping retention promoting embedding element 1 068 on at least a portion of the anti-bending and contracting balloon fold generating facilitating element 201 (which may be any embedding element for enhancing clamping retention, or providing some sort of Any element that resists the obstacle of the force to which the clamped portion is subjected). This step can be performed prior to the step of folding at least a portion of the at least one elastic layer 207 around the anti-bending collapsed balloon fold-producing promoting element 201. Referring to Figure B1, the rigid frame 21 1 positions the steel wire 201 and the steel wire is stretched by the tensioning member 204. A relaxed bladder (ply) 206 bonded to the inner bore 207 is shown secured to the steel wire 201. An opening 212 is provided in each of the four corners of the release ply 206 to adhere the inner crucible 207 to itself and form a seal at each corner of the expandable member. The first reinforcing capsule (ply) 208 is then wrapped around the inner bore 207, followed by a second reinforcing bladder (ply) 209, followed by an outer cover 210. Referring to Figure B2, the stress relief insert 2 is positioned on the steel wire 201. The β expandable film 3 is tightly wound around the stress relief insert 2. Referring to Fig. 5, the steel wire 201 is positioned to relax the bladder layer (ply) 206, and then formed into a rectangular box shape so that the subsequent bladder layer (p 1 y ) can be added. It should be mentioned that the relaxation ply 206 does not extend into the corner region 212, allowing the corner region 2 1 2 to be glued into a seal and provide a permanent seal during the hardening process. Referring to Figure B9, the forming edge steel wire 2 1 2 can be fixed to form the edge steel a 40 - 1292002 • the wire 20 1 and can be configured to limit the deflection of the edge steel wire 1 formed. Referring to Figure B10, the support frame 211 positions the steel wire 201 that is fastened by the tensioning device 204. A set 229 of three parallel steel wires 201 is used to position the auxiliary features, such as the hinged flap insert 27 as shown in Figure B6. Referring to Figure B11, a single cable 228 can be used to provide positioning control for all four edges of the expandable article 218. A tensioning device (e.g., a tensioning element) 304, such as an air cylinder, in combination with a fixed attachment member 214 can be used to hold the cable 228 out. Ring 22 3 can be used to connect adjacent strands of cable 228 to corners 226 of expandable article 218. Referring to Figure B12, the expandable article 218 is positioned within the mold 314. The groove 3 1 5 in the mold 3 1 4 can be used to hold the strain relief extrusion 2 in place within the mold after the positioning steel wire 20 1 (in other figures) is withdrawn from the hole 5. Alternatively, a groove similar to the groove 3 15 may be provided only on one side of the mold. Alternatively, a flat tool can be used to contact the swellable article 3 18 having a slope. Referring to Fig. B13, the bias reinforcing layer 222 is shown to be positioned relative to the steel wire 20 1 before being folded around the steel wire 20 1 . Referring to Figure B1 4, an air joint 2 1 6 such as a standard double-head barbed hose screw joint can be mounted on the pipe 2 17 and then mounted on the steel wire 20 1 . This helps to secure the air fitting 2 16 in the correct position relative to the expandable article 3 1 8 . The water storage device that can accommodate the top traffic can include: an expandable water storage element actuator element 2000 (such as an expandable actuator); an expandable actuator-to-ground fixation element 1 0 3 2, Receptive to the expandable reservoir element actuator element 1292002 • and including a cross-sectional enlarged, expandable actuator-to-ground clamp retention improvement element 200 1 (eg, it can be wedge-shaped An expansion actuator-to-ground clamping retention improving element 102 1 or an expandable actuator-to-ground clamping holding reinforcement element insert 21 comprising a circular cross-sectional shape (eg, a comma); a water storage element 40 1 (such as a water control gate that can be used for transportation purposes in response to the top of the expandable water storage element actuator element 2000; can support at least a plurality of types of traffic for the top when lowered); Flexible fiber reinforced hinge element for responsiveness of water storage elements for transportation purposes (which may be an S-type flexible hinge 2002, a flexible hinge 2003 integrated into a number 8, a patterned digital 8 Sex hinge 2004, a W-type flexible hinge 2 00 5, and a compression hinge 2006); in response to a hinge-to-water storage element fixing element 2007 of the flexible fiber reinforced hinge element (which may be such that the flexible fiber reinforced hinge element is secured to - Any element for the water storage element; and a hinge _ to _ foundation fixing element 2008 responsive to the flexible fiber reinforced hinge element (which may be used to secure the opposite side of the hinge to roads, trails, railways Any element of the foundation of the rail support), wherein the top of the axis of the water storage element 40 1 for traffic use (which can precisely coincide with the axis of the hinge) is substantially at the top of the water storage element for traffic use The end 2〇n, and the top of the water storage element 401 for traffic use has a surface that is flush above the traffic for use 2012 (meaning that the top water storage element for traffic use is not only flush along its traffic length And its traffic direction at the vertical end 2 0 1 3 is flush with the nearest adjacent non-water-storing structure surface). It must be mentioned that the fixed jaw may comprise a clamping member. Flush does not necessarily mean that there are no gaps, ridges and/or valleys in the whole, but only that it may exist, but 1292002 · is not enough to hurt the passage or traffic along the surface or cause insecurity. The apparatus can in turn include an resilient hinge cover that encloses at least the upper half of the hinge (e.g., an integral digital 8-shaped flexible hinge). The flexible fiber of the flexible fiber reinforced hinge element may be an elastic body embedded in an elastic body or a wire rope embedded with, for example, a lanyard, a wire rope, a braided rope, a knit rope, a woven fabric, a lanyard, Each of the flexible fibers embedded in the braided cord, the elastic body embedded in the knitted cord, and the elastomer embedded in the woven fabric may each be covered or embedded or coated with another elastomer. The apparatus may in turn include a surface hinge cover 422 that is pivotable in response to the top water storage element for traffic use and that can be used to provide a flush surface over the hinge and that is pivotable so as not to interfere The rotation to the water storage element 40 1 . The top water storage element 40 1 for transportation purposes can be a water storage element 2015 for the top of the vehicle to pass (ie, it can support the vehicle vehicle), and a water storage element for the pedestrian to pass through (ie, it can support Pedestrians pass, and the top of the water storage component 2016 (which means it can support rail vehicles). The expandable reservoir element actuator element 200 can be a downstream side positioning or a water storage side (or upstream) positioning (for a water storage element) of the expandable reservoir element actuator element 2 0 1 8 (see 1 0 1 picture). Moreover, the excessive water storage element rotation preventing element or the elevated water storage element position maintaining element 42 1 (which acts to prevent the undesired excessive water storage element from rotating) can be rotated for at least one stationary water storage element. A member (as shown in Fig. 102a), which may be a stop for the rotation of any water storage element, may be located at a foundation portion (e.g., a bridge portion) adjacent to the water storage structure in the raised position. In the construction of the expandable water storage element actuator element which is a water storage side positioning expandable water storage element actuator element (see Figure 1 0 1), the top of the water storage element for traffic use - 43 - 1292002 · · can be a floating top for water storage components for transportation purposes, or the device can further comprise a floating water storage element actuator element, the top of the water storage element for traffic use can float in response The actuator element (the buoyancy of the actuator element that is intended to float can cause the water storage element to rise). The floatable water storage element actuator element can be built over the top of the water storage element for traffic use and/or it can form part of the water storage element for the top for transportation purposes. Another water storage device can include a water-storing element having a floatable top for traffic use (see Figure 103 or Figure 108(c)) (for example, it may be a water storage element such as a gate that can support traffic above a reduced state) And it can be raised by a floatable element; a flexible fiber reinforced hinge element, a floatable, erectable top water storage element for traffic use responsive to the reinforced hinge element; responsive to flexibility a hinge-to-water storage element fixing element 2007 of a fiber-reinforced hinge element; a floating element 2009 (which may form part of a water-storing element for top use for transportation purposes, or it may be located at the top for transportation purposes) The outer side of the water element), and the hinge-to-ground fixing element 208 in response to the flexible fiber reinforced hinge element, wherein the floatable hoistable top can be used for transportation purposes. Flat above table surface. The top of the water-storing element can be placed substantially at the end of the water-storing element 2010, which can be floated to the top of the axis of the water storage element for traffic use (which can accurately coincide with the axis of the hinge). Moreover, the floating heightable top portion of the water storage element for transportation purposes may be a water storage element that can be floated and raised at the top for the vehicle to pass, and a water storage element that can be floated and raised at the top for pedestrians to pass. And/or a water storage element that can be floated through the top of the liftable cylinder. Hinged-to-storage element _ 4 4 1292002 · The fixing element 2007 comprises a cross-sectional enlarged clamping and holding improving element 200 1 (for example, its wedge-shaped expandable actuator-to-ground clamping hold The improvement element 102 1 or an expandable actuator-to-ground clamp holding retention element insert 2 1 ) comprising a circular cross-sectional shape (eg, a comma). Likewise, the hinge-to-ground anchoring element 2008 can include a cross-sectional enlarged grip retention improving component 200 1 . The flat element may form a water storage element for the top for transportation purposes or it may be external thereto. Another water storage device, one of which may be particularly suitable for protecting against wave flooding, may include an expandable water storage element actuator element (see Figure 102); an expandable actuator-to-ground fixation element, Responsive to the expandable reservoir element actuator element and including a cross-sectional enlarged, expandable actuator-to-ground clamp retention improvement element 2020; responsive to the expandable reservoir element actuator The top of the element 2000 is a water storage element 202 1 for transportation purposes; it can respond to a hinge _ to - water storage element fixing element 2007 of the flexible fiber reinforced hinge element and can be subjected to the flexible fiber reinforced hinge element 2025 Responsive hinge-to-ground anchoring element 2008, wherein the axis of rotation of the water-storing element (which can exactly coincide with the axis of the hinge) is substantially at the end of the water-storing element. The expandable reservoir element actuator element can be an expandable reservoir element actuator positioned toward the sea, or an expandable reservoir element actuator element positioned toward the river. It must be mentioned that the top gate for traffic use can be made of many different composite materials, such as fiberglass, frame, resin, and/or concrete and composite resin to reduce weight and road salt effect and improve strength. . Referring to Fig. C1, the shutter 401 can be fixed by the hinge device 48 to the fixed frame 406 buried in the road 407. An actuator element, such as air bag 403, can support the shutter 401 in the raised position to resist the pressure of the water 49. Referring to Fig. 2, a detailed cross-sectional view showing the hinge of the brake combination shown in Fig. C1 in the lowered position of the brake is shown. The shutter 40 1 may include a long hole 402 through which the rope 45 may pass, thereby connecting the shutter 401 to the fixing member 49. The fixing member 49 may have rounded edges to avoid cutting the cable 45 and may be fixed to the embedded frame 406 by mounting bolts 416. Referring to Figure C3, the shutter 401 is filled with concrete and is shown in its lowered position. The outer periphery of the shutter 401 may be formed by frame members 4 1 3 and 4 1 4 and corresponding similar members on the end of the ram shown. The fixed hinge member 409 can be coupled to the movable hinge member 412 by a flexible cord as shown in Fig. C6. Referring to Figure C4, the shutter 410 is shown in its raised position. The low friction surface 427 is shown secured to the concrete in a tethered combination. The tether bolt 416 can be secured to the clamping bar 417, and the clamping bar then secures the air bag 3 3 3 with its enlarged end 418. Referring to Figures C5 and C6, Figure C5 shows a plan view of the brake combination hinge; Figure C6 shows the edge on the side view of the brake combination hinge. The securing member 409 can be coupled to the movable member 442 by a flexible tension member 445 that can pass through the elongated holes 402 of the rounded edges in members 409 and 442. Upper resilient cover 412 can be bonded to members 409 and 442 and flexible tension member 445. The flexible tension member 445 can be bonded to the members 409 and 442 in addition to the rolling contact with the members 409 and 442. Referring to Figure C7, the flexible tension member 445 can be wound around the tubular member 438-46 - 1292002 · and adhered to the tubular member in the region 440 where there is no rolling action, but in the region of the rolling action 44 1 The upper member is not bonded to the tubular member 438. The tubular member 438 can be coupled to the member 439 which is then attached or secured to the remainder of the hinge and the fixed structure. Referring to Figures C8 and C9, cross-sectional views of the brake assembly in its raised and lowered positions are respectively shown, the shutter 40 1 is filled with concrete 4 15 , and the clip 43 7 is fixed by the mooring bolt 416 and then fixedly connected to The hinge flap 436 of the shutter 401 is secured to the foundation 426. A hinge cover 422 in combination with the fill material 423 can be used to provide a smooth surface that is flush with the road 407 and the shutter 401. • Referring to Figures C10 and Cl1, the railway rail 429 is fixed to the shutter 401. The rail segment 43 0 is pivotally mounted to the shutter 401. The shutter 401 is supported by the contracted air bag 403 and the bearing pad 425 against the rail. The restriction chain 421 can restrict the movement of the shutter 4 0 1 . Referring to Figures C12 and C13, the shutter 401 is shown supported by the air bladder 3 in its raised position and is constrained by the restriction device 42 1 . Referring to Figure C14, the shutter 401 is supported by the air bladder 333 in its raised position and secured to the embedded frame 406 by a hinge 448. The frame 406 ® is buried flush with the railway 407. Referring to the figures 〇1, 〇2, 〇3, 〇4, 〇5 and 〇7, the stencil 401 can be supported by the air bladder 333 against the side seal 56. The fixed hinge member 61 can be held in the enlarged side edge of the air bladder 333 including the frame 506, the groove member 51 and the screed 55. The fixed hinge element 61 can be locked to the embedded frame 5〇6 by a knot 5 5 . The seal 56 can be locked to the wall 59 by a buckle 57 which is then locked by the knot 58. The connection block 54 can be a body portion of the buried frame shown in Fig. D5. The buried frame 506 of Figure D5 can include an upper edge 560' frame member 506, a frame member 51' screed 52' and an air connection block 54. Referring to Figure D6, there is shown a cross section of another design that expands the edge of the air pocket. The wedge member 6 2 can hold the reinforcing layer 63 of the air bladder 3 3 3 . Referring to the 87a (gate rise) and 87b (gate lower) diagrams, there is shown a flood control gate that can be driven by another embodiment of the present invention. The shutter 9 1 4 can be moved by the air bag 3 3 3 . When the shutter 9 14 is in its lowered position, it can transfer the traffic load to the foundation portion 426 via the air bladder 333. A shim that is cut from a sheet of rubber can be used to promote uniform load transfer. In this manner, the vibration and noise levels can be reduced' while the cost and weight of the gate can be maintained at a reasonable level, and the hinge element 90 is preferably made of a reinforced rubber material. The hinge member clamping portions 9 2, 9 1 and 9 1 4 a are preferably formed to place the hinge pivot axis as high as possible to reduce the tensile stress in the hinge member 90, and provide a A flat surface that is safe for passage by pedestrians and vehicles when the shutter 9 14 is lowered. The sealing member 92 can be used to seal the periphery of the shutter 9 1 4, thereby minimizing the intrusion of garbage, sand, water, road salt, etc., which shortens the life of the system or reduces reliability. The water storage control system including the movable actuator includes: a plurality of water gate elements (such as a water gate) 6 1 4 a, 6 1 4b, 6 1 4 c; the movable water gate actuator element 6 1 2 can be in plural Remaining below the water gate element; a reset element responsive to the movable sluice actuator element 612 (which can be used to reset the sluice actuator element below the different sluice element) 608; And a plurality of support members 7 (which can be used to maintain the raised sluice in the raised position, thereby allowing the movable sluice actuator element 61 2 to be reset below the other sluice element - 4 8 ~ 1292002

，以使其升高），其每一個受到複數之水閘元件中之至少一 個水閘元件之響應。可移動水閘致動器元件6 1 2在至少一 個實施例中包括有兩個垂直堆積之水閘致動器元件（其可爲 膨脹式）。重置元件608可包括有水閘致動器重置軟管組合 608或任何其他種類之系統，可包含有可移動水閘致動器元 件用之導件或軌道，其可***作而使可移動水閘致動器元 件依照需要而移動。多數之支持元件包括有至少一個支柱 元件，其包括有上支柱構件及下支柱構件，其可由結合至 少兩個相鄰支柱元件之水平縱向之扭力管而樞轉地響應於 上支柱構件。 參照第EU圖，閘板14a由絞鏈裝置601而固定到溢洪 道6 0 5，並且被顯示在其降低位置上，此位置係使洪水流有 效地通過所需要者。閘板614b被顯示在與包括有上容室 612a及下容室612b之空氣囊致動器612相關之升高位置。 閘板614c及614d被顯示在其被支柱607保持升高之升高 位置上。致動器612可由軟管組合608而被置於任何閘板 下方。軟管組合608做爲定位纜線，其可繞過皮帶輪 608b，608c，608d，608e及608f。皮帶輪608f連接到驅動機 構608f。在橋墩或碼頭611中之接近凹處609可使致動器 612遠離溢洪道605溢洪道605上方之水流而進行修理或更 換。雖然較佳之致動裝置係第E1圖所顯示之雙容室空氣囊 612’亦可使用另一種如螺栓千斤頂或液壓缸之升高裝置， 但是螺栓千斤頂或液壓缸必須被構成爲充分的低外形以配 合到降低的閘板下方。 -49 一 1292002 • · 參照第E2圖，顯示有與第E1圖相同配置的設備細節。 參照第E3圖，顯示有閘板614被支柱607所支撐，其支 柱支撐裝置係習知者，並且其本身並非本發明之一部分。 包括有容室612a及612b之空氣囊612可利用埋入件604 向下游移動而被固定，而閘板614可利用絞鏈裝置601而 被固定到溢洪道60 5。定位軟管608，亦可爲繩索或繩索及 軟管之結合，可朝向如空氣囊612之致動裝置的移動方向 相反的方向上移動通過導管608a。 參照第E4圖，顯示有與第E3圖相同配置的設備，但是 閘板6 1 4在降低位置。 參照第E5圖，顯示有本發明之另一實施例，其中閘板614e 係利用包括有元件607d，607g，及607 f之支柱裝置而被保持 在其升高位置上。 參照第E5a圖，顯示有第E5圖之實施例中其被致動之空 氣囊612在膨脹狀態。 參照第E6圖，顯示有第E5圖之閘板614e在降低位置 ，其頂面與地基60 5 a之頂緣齊平。此齊平表面可提供道路 ，行人道，或鐵路之基床表面，由於永久固定的混凝土防 洪堤或堤防，其可使此構造明顯地適合用來做爲洪水屏障 。圖中顯示的支柱裝置包括有由扭力管607 g所協同之上元 件607d，其被樞轉地連接到下元件607 f。雖然閘板614f， 6 14g及614h顯示有兩個支點，但是基於經濟上及工程上之 考慮可使用較少或較大數量之支點。 參照第E6a圖，顯示有第E6圖實施例中之，顯示有空氣 -50- 1292002 • · 囊6 1 2在收縮狀態。 參照第E7a及E7b圖，第E5，E5a，E6及E6a圖之實施例 再次分別從下游（洪水保護側）及上游（洪水側）被顯示。閘 板6 1 4 f顯示被降低。顯示閘板6 1 4 g以下方致動之空氣囊6 1 2 而被升高。閘板14h及14i顯示係由支柱組合607所升高 且支撐。上支柱構件607d相對於下支柱構件607 f之摺疊 係由扭力管607g所協同。 另一種水控制裝置包含有混凝土閘板，且包括有混凝土 水控制閘板本體元件3 0 0 0 ;可響應該混凝土水控制閘板本 體元件的減少滑動摩擦之致動器側水控制閘板表面元件 3 00 1 (圓滑混凝土表面或聚乙烯表面，即以例如水閘板致動 器氣囊之致動器減少減少滑動摩擦）；及水平軸心轉動絞鏈 -到-水閘板固定元件3002 (其可使混凝土閘板固定到水平 軸心轉動絞鏈），其被固定地定位在垂直溢流安裝水閘板底 緣3003處，並且受到該混凝土水控制閘板本體元件之響應 。減少滑動摩擦之致動器側水控制閘板表面元件可爲下游 安裝之水控制閘板表面元件3004。此裝置又包括有彈性水 平軸心轉動絞鏈元件。水平軸心轉動絞鏈-到-水閘板固定 元件包括有裝在混凝土水控制閘板本體中之固定元件。混 凝土水控制閘板本體元件可爲纖維或力霸或後拉桿（po st-ten sion ed rod)強化之 混凝土 水控制 閘板本 體元件 。一個 相關的方法包含的步驟有：產生一個混凝土水控制閘板本 體一元件3000，建立一個減少滑動摩擦之致動器側水控制 閘板表面元件300 1 ;及建立水平軸心轉動絞鏈-到-水閘 -51- 1292002 ❿ 參 板固定元件3002，其每一個可在混凝土水控制閘板安裝現 場執行（因而不需要粗重之大項目之運輸）。 一般閘板1 4之較佳材料可爲補強混凝土，但是某種目的 上需要可使用鋼、玻璃纖維、或其他構成。補強混凝土之 使用可在單純的現場（on - s i t e )製造大而在其他地點製造時 難以運輸的閘板。鑄造混凝土板之較佳方法可將混凝土形 成件***地基60 5 a以形成閘板61 4e下側，並且然後將任 何所需要的補強置入混凝土中，將可動絞鏈元件606埋入 閘板6 1 4 e，且將繩索6 0 1 b固定到絞鏈管6 0 1 c。 參照第8a，8b，8c，及8d圖，顯示有自動跳脫系統。管狀 之支柱707h支撐閘板714抵擋上游之水壓力。支柱707h 之下端以擺動履部707k而支撐抵住於溢洪道內之階梯。擺 動履部707k由連桿707 i而連接到漿板707j。作用在漿板 707j上之高處的水可拉動連桿70 7 i，且將擺動履部707k 朝向水平位置轉動，因此放鬆支柱7 0 7 h且使閘板7 1 4降低 。以此方式時，複數之閘板可自動降低以抵擋上游的洪水 。具有溢洪道70 5之致動器可選擇地使用，以迫使擺動履 部7 07k移到其水平位置，因此可以遙控而降低閘板714。 參照第6 3到7 1圖，顯示有本發明一個實施例之改良空 氣接頭（較通常被稱爲加壓流體入口元件）9 6 5。空氣接頭965 沒有破壞性或可破壞性突起。該空氣接頭96 5較佳爲位於 在此所揭示之可膨脹式空氣囊之下方皮膜內之補強囊層 (ply)806,807 及 808。 該空氣接頭8 6 5較佳爲盤狀，並且其特色係具有例如在 1292002 · · 中央定位穿孔處之管螺紋86 5b的連接裝置。 該空氣接頭965之特色爲有楔狀外形965c，其可在補強 布之囊層（ply) 906,907及908之方向上限制非所要之變化 。在補強布之方向上的過份變化會造成該補強彼此之間的 層分離，或者該補強從埋入之空氣接頭9 6 5上脫接。 該空氣接頭965之特色爲有圓形之外緣965a，其可防止 該接頭切斷上述之補強布。 該圓形外緣之半徑R可爲充分地小，例如0 . 0625英吋， 以避免在彈性體之位置9 6 5 d處形成無效空間及補強索與該 空氣接頭9 6 5之直接接觸。 該空氣接頭965可包括有、或塗有一種在硬化時可黏合 到該可膨脹氣囊之彈性體的材料。 空氣接頭（較通常被稱爲加壓流體入口元件）965包括有加 壓流體輸送器啣接元件3 0 50 (該元件以某種方式與如軟管或 管子之加壓流體輸送器啣接）；厚度強化內緣元件305 1 (該 元件爲裝置之內緣部，其厚度比裝置之其餘部分更厚）；厚 度減少之外緣元件3 0 5 2 (其爲徑向之外緣部，其厚度比厚度 強化內緣元件更薄），其被安裝成與可膨脹皮膜分離曲線 30 5 3之相鄰皮膜3054爲可接觸之狀態（其爲一種可膨脹皮 膜，當接觸相鄰之層擴散而圍繞該裝置之時會在裝置之外 緣處分離）；及厚度變化本體元件3055，其被裝設在該厚度 強化內緣元件與該厚度減少之外緣元件之間（此元件形成裝 置之本體且連接裝置之外緣元件到裝置之內緣元件3 0 5 1 )。 厚度強化內緣元件3051在加壓流體輸送器啣接元件3050 1292002 · · 位於或相鄰裝置之中央的情形之時，係一個厚度強化、加 壓流體輸送器啣接元件相鄰的內緣元件3 0 5 7 (如同在加壓流 體輸送器啣接元件3050爲一個螺合元件3060之情形）。加 壓流體入口裝置3 06 1亦可做爲加壓流體出口裝置。厚度減 少之外緣元件在實質上可爲圓形（爲說明性名詞，即使在外 緣元件上有缺口 3062時亦可應用）。又，厚度減少之外緣 元件可爲外部圓形化3064者，其具有曲線3 06 5之外緣半 徑，其可充分地小以排除在可膨脹皮膜分離曲線3 0 5 3處之 無效空間之形成（例如，曲率半徑約爲0 . 0625英吋）。厚度 減少之外緣元件之平面視圖亦可爲矩形（爲包括正方形之說 明用名詞）。厚度變化本體元件不必接觸內緣元件及/或外 緣元件，以便位於兩者之間且具有平頂（削除頂部之圓錐形） 內部（意爲較相鄰氣囊之可膨脹空間）之可與可膨脹皮膜接 觸之邊緣3058,及相反面對之平面式（實質上爲平坦），環狀， 外部可與可膨脹皮膜接觸之邊緣30 5 9 (意爲此邊緣係朝向外 部周遭）。重要的是，此裝置之上述外形使其可定位於可膨 脹物件之接觸相鄰層之間，因而產生加壓流體入口裝置， 其係從可膨物件之外表面凹入，並且因而不會被氣囊在其 上面滑動之外部元件所破壞（也不會破壞外部元件）。 本發明技術中亦包括有相關的方法。一個將加壓流體來 回輸送於可膨脹物件之此種方法包括有下列步驟：形成具 有加壓流體入口元件孔3070之加壓流體入口元件306 1 (例 如以成型法而形成）；將加壓流體入口元件306 1建立在兩 個接觸相鄰（意即並列且部分接觸）的可膨脹物件層（或可膨 -54 - 1292002 · · 脹皮膜層）3 0 7 1之間；及建立一個與加壓流體入口元件孔同 軸之可膨脹物件層孔。層可爲彈性或補強彈性層；可膨脹 物件層孔因而可爲彈性可膨脹層孔。 橋墩板裝置（或水閘板滑動摩擦排除裝置）包括有聚合板 元件4000，其尺寸被訂爲可接觸一個平面之橋墩密封面（其 可爲垂直）4001，遍及可能之水閘位置邊緣延伸4002(可能 之接觸運動的範圍）；及板-到-地基表面固定元件4020 (如 結件孔4004 )。聚合板元件4000舉數例說明，可爲聚乙烯 板元件（超高分子量聚乙烯板元件及/或高密度聚乙烯板元 件）；可爲黑色聚乙烯板元件4005 (加熱效果之用）；可爲高 密度聚合板元件及/或超高分子量聚合板元件；及，可爲強 化聚合板元件（如玻璃纖維）。 參照第72a，72b，72c，72d，73及74圖，顯示有UHMW聚乙 烯之橋墩板966及其相關之錨系統。該橋墩板966之特色 爲低熱傳導度，低的冰黏著性，及對相關閘板密封之低的 摩擦係數。相對於厚度T之孔間隔尺寸X (水平對齊結件孔） ，及Y (垂直對齊結件孔）較佳爲保持在2 0對1或1 2對1以 下，或者較佳爲8對1。水平或垂直結件孔分離距離除以聚 合板元件厚度（或相關之水平結件孔分離距離對板厚度比率 及垂直結件孔分離距離對板厚度比率）係小於約2 0 (或以比 率表示時爲小於約2 0 : 1 )，小於約1 2 (或以比率表示時爲 小於約1 2 : 1 )，或約等於8 (或以比率表示時爲小於約8 : i ) 。一個相關之指標，平均，最相鄰結件孔分離距離（最相鄰結 件孔分離距離之平均之測量）除以聚合板元件厚度（或相關 - 55- 1292002 • · 之平均最相鄰結件孔分離距離對板厚度比率）及垂直結件孔 分離距離對板厚度比率）係小於約2 0 (或以比率表示時爲小 於約20 : 1 )，小於約1 2 (或以比率表示時爲小於約1 2 ·· 1 ) ，或約等於8 (或以比率表示時爲小於約8 :丨）。當然，爲 了決定平均最相鄰結件孔分離距離，必須測量所有最相鄰 結件孔分離距離，並且從總數計算出平均値。此方法又包 括有將結件之邊緣凹入的步驟，以保持一個與板元件表面 齊平之低熱傳導度材料、結件凹入充塡材。 所有結件孔4004具有凹入結件孔邊緣4005，以容納與板 元件表面齊平之低熱傳導度材料、結件凹入充塡材，例如 其可爲與板元件表面齊平之聚乙烯結件凹入充塡材。板元 件表面齊平意即，當被安裝時，充塡材料會與橋墩板表面 齊平同高度。聚合板元件包括有熱板起皺效應顯著緩和數 目之結件孔（其爲由僅約爲在預期操作環境條件下可充分防 止一個傷害熱板起皺之操作的偶數距離所分離之結件孔數 目）。聚合板元件具有熱板起皺效應緩和厚度（其爲在預期 操作環境條件下可充分防止一個傷害熱板起皺之操作的厚 度）。實際厚度尺寸係視板是否經由使用熱板起皺效應顯著 緩和結件孔數目而附著而定。可能之厚度尺寸約爲1 5公厘 及約2 5公厘，但是亦可爲其他尺寸。 聚合板元件可爲單一聚合板4008 (即，一個板元件）或可 爲複數聚合板4009，至少其中兩個在安裝狀態中被容納密 封膠之溝所分離。錨錠（anchoring)較佳爲以埋頭螺栓與具 螺紋之混凝土錨968啣接而達成。螺栓9 67較佳爲以例如To raise it, each of which is responsive to at least one of the plurality of sluice elements. The movable sluice actuator element 612 includes, in at least one embodiment, two vertically stacked sluice actuator elements (which may be expanded). The reset element 608 can include a sluice actuator reset hose assembly 608 or any other type of system that can include a guide or track for the movable sluice actuator element that can be operated to move the sluice The actuator elements move as needed. Most of the support members include at least one strut member including an upper strut member and a lower strut member that are pivotally responsive to the upper strut member by a horizontal longitudinal torsion tube that incorporates at least two adjacent strut members. Referring to the EU map, the shutter 14a is fixed to the spillway 65 by the hinge device 601 and is shown in its lowered position, which is such that the flood flow effectively passes through the required ones. The shutter 614b is shown in a raised position associated with the air bag actuator 612 including the upper chamber 612a and the lower chamber 612b. The shutters 614c and 614d are shown in a raised position where they are held elevated by the struts 607. Actuator 612 can be placed under any of the shutters by hose assembly 608. The hose assembly 608 acts as a positioning cable that can bypass the pulleys 608b, 608c, 608d, 608e and 608f. Pulley 608f is coupled to drive mechanism 608f. The proximity recess 609 in the pier or pier 611 can cause the actuator 612 to be repaired or replaced by the flow of water above the spillway 605 spillway 605. Although the preferred actuating device is a dual chamber air bag 612' as shown in Fig. E1, another lifting device such as a bolt jack or a hydraulic cylinder may be used, but the bolt jack or the hydraulic cylinder must be constructed to have a sufficiently low profile. To fit under the lowered shutter. -49 a 1292002 • Refer to Figure E2 to show the details of the device with the same configuration as Figure E1. Referring to Figure E3, it is shown that the shutter 614 is supported by the post 607, the support of the column is conventional and not a part of the present invention. The air bladder 612 including the chambers 612a and 612b can be fixed by being moved downstream by the insert member 604, and the shutter 614 can be fixed to the spillway 60 5 by the hinge device 601. The positioning hose 608, which may also be a cord or a combination of a cord and a hose, is movable through the conduit 608a in a direction opposite to the direction of movement of the actuator such as the air bladder 612. Referring to Fig. E4, the device having the same configuration as that of Fig. E3 is shown, but the shutter 6 14 is in the lowered position. Referring to Figure E5, there is shown another embodiment of the present invention in which the shutter 614e is held in its raised position by means of post means including elements 607d, 607g, and 607f. Referring to Figure E5a, the air bag 612 that is actuated in the embodiment of Figure E5 is shown in an expanded state. Referring to Figure E6, the shutter 614e of Figure E5 is shown in a lowered position with its top surface flush with the top edge of the foundation 60 5 a. This flush surface provides the surface of the road, pavement, or railway bed, which can be clearly adapted to serve as a flood barrier due to permanently fixed concrete levees or dikes. The strut assembly shown in the figures includes an upper member 607d coordinated by a torsion tube 607g that is pivotally coupled to the lower member 607f. Although the shutters 614f, 6 14g and 614h show two fulcrums, fewer or larger numbers of fulcrums may be used based on economic and engineering considerations. Referring to Figure E6a, it is shown in the embodiment of Figure E6 that air is present -50-1292002 • The capsule 6 1 2 is in a contracted state. Referring to Figures E7a and E7b, the embodiments of Figures E5, E5a, E6 and E6a are again shown from the downstream (flood protection side) and upstream (flood side), respectively. The gate 6 1 4 f display is lowered. The airbag 6 1 2 actuated by the shutter 6 1 4 g is displayed and raised. The shutters 14h and 14i are shown elevated and supported by the strut assembly 607. The folding of the upper strut member 607d with respect to the lower strut member 607f is coordinated by the torsion tube 607g. Another water control device includes a concrete shutter and includes a concrete water control gate body member 3000; an actuator side water control shutter surface responsive to the reduction of sliding friction of the concrete water control shutter body member Element 3 00 1 (smooth concrete surface or polyethylene surface, ie reducing the sliding friction with an actuator such as a water shutter actuator airbag); and horizontal axis rotating hinge-to-water shutter fixing element 3002 (which can The concrete shutter is secured to the horizontal pivoting hinge) that is fixedly positioned at the bottom of the vertical overflow mounted floodgate 3003 and is responsive to the concrete water control gate body element. The actuator side water control shutter surface element that reduces sliding friction can be a downstream mounted water control shutter surface member 3004. The device in turn includes an elastic horizontal pivoting hinge element. The horizontal pivoting hinge-to-sluice plate fixing component includes a fixing member mounted in the concrete water control shutter body. The concrete water control gate body element may be a concrete or water control gate body element reinforced by a fiber or a force stabilizing rod. A related method includes the steps of: creating a concrete water control gate body component 3000, establishing an actuator side water control gate surface component 300 1 that reduces sliding friction; and establishing a horizontal axis pivot hinge - to - Sluice-51- 1292002 ❿ Slab fixing elements 3002, each of which can be carried out at the concrete water control gate installation site (and thus does not require transportation of heavy and large items). The preferred material for the general shutter 14 may be reinforced concrete, but for some purposes it may be possible to use steel, fiberglass, or other construction. Reinforced concrete can be used on a simple site (on-s i t e ) to make large gates that are difficult to transport when manufactured in other locations. A preferred method of casting a concrete slab can insert a concrete forming member into the foundation 60 5 a to form the underside of the shutter 61 4e, and then place any desired reinforcement into the concrete to embed the movable hinge element 606 into the shutter 6 1 4 e, and the rope 6 0 1 b is fixed to the hinge tube 6 0 1 c. Referring to Figures 8a, 8b, 8c, and 8d, an automatic trip system is shown. The tubular struts 707h support the shutter 714 against the upstream water pressure. The lower end of the pillar 707h supports the step in the spillway by swinging the crawler portion 707k. The swinging portion 707k is connected to the pulp sheet 707j by the link 707i. The water acting on the upper portion of the pulp sheet 707j can pull the link 70 7 i and rotate the swinging portion 707k toward the horizontal position, thereby relaxing the strut 7 0 7 h and lowering the shutter 7 14 . In this way, multiple gates are automatically lowered to withstand upstream flooding. An actuator having a spillway 70 5 is optionally used to force the swinging track 7 07k to move to its horizontal position so that the shutter 714 can be lowered remotely. Referring to Figures 63 to 71, there is shown a modified air joint (more commonly referred to as a pressurized fluid inlet member) 916 of one embodiment of the present invention. The air joint 965 has no destructive or destructive protrusions. Preferably, the air connector 96 5 is a plenum 806, 807 and 808 located within the underlying film of the expandable air bag disclosed herein. The air joint 865 is preferably disc-shaped and is characterized by a connection means such as a pipe thread 86 5b at the center of the perforation, for example, at 1292002. The air joint 965 features a wedge-shaped profile 965c that limits undesirable changes in the direction of the patches 906, 907 and 908 of the reinforcing fabric. Excessive changes in the direction of the reinforcing fabric cause the layers to be separated from each other, or the reinforcement is disengaged from the buried air joint 965. The air joint 965 features a circular outer edge 965a that prevents the joint from cutting the reinforcing cloth described above. The radius R of the circular outer edge may be sufficiently small, for example 0. 0625 inches, to avoid ineffective space at the position of the elastomer 9 6 5 d and direct contact of the reinforcing cable with the air joint 865. The air joint 965 can include or be coated with a material that bonds to the elastomer of the inflatable bladder upon hardening. The air fitting (commonly referred to as a pressurized fluid inlet element) 965 includes a pressurized fluid conveyor adapter element 3 0 50 (this element is in some manner engaged with a pressurized fluid conveyor such as a hose or tube) Thickened inner edge member 305 1 (the inner edge of the device being thicker than the rest of the device); thickness reducing outer edge member 3 0 5 2 (which is the radially outer edge portion thereof) The thickness is thinner than the thickness-enhancing inner edge member, which is mounted in contact with the adjacent film 3054 of the expandable film separation curve 30 53 (which is an expandable film that diffuses when contacting adjacent layers) And surrounding the device at the outer edge of the device; and a thickness-changing body member 3055 disposed between the thickness-enhancing inner edge member and the reduced-thickness outer edge member (the body of the component forming device) And connect the outer edge of the device to the inner edge of the device 3 0 5 1 ). The thickness-enhancing inner edge element 3051 is a thickness-enhanced, inner-end element adjacent to the pressurized fluid conveyor engagement element when the pressurized fluid conveyor engagement element 3050 1292002 is located at the center of or adjacent the device. 3 0 5 7 (as in the case where the pressurized fluid conveyor adapter element 3050 is a screwing element 3060). The pressurized fluid inlet device 306 can also be used as a pressurized fluid outlet device. The thickness reduction outer edge element may be substantially circular (as an illustrative term, even if there is a notch 3062 on the outer edge element). Moreover, the reduced thickness outer edge element can be externally rounded 3064 having a radius of the outer edge of the curve 306, which can be sufficiently small to exclude the ineffective space at the expandable membrane separation curve 3 0 5 3 Formed (for example, a radius of curvature of approximately 0.026 mile). Thickness Reduction The plan view of the outer edge element can also be rectangular (as a term for squares). The thickness-changing body member does not have to contact the inner edge member and/or the outer edge member so as to be between the two and have a flat top (removing the top conical) interior (meaning the expandable space of the adjacent airbag) The edge of the inflated membrane contact 3058, and the oppositely facing planar (substantially flat), annular, outer edge that is in contact with the inflatable membrane 30 5 9 (meaning that the edge is facing the outside). Importantly, the above-described configuration of the device allows it to be positioned between the adjacent layers of the expandable article, thereby creating a pressurized fluid inlet device that is recessed from the outer surface of the expandable member and thus is not thereby The outer element of the airbag that slides over it is destroyed (and does not damage the external components). Related methods are also included in the techniques of the present invention. A method of delivering a pressurized fluid back and forth to an expandable article includes the steps of forming a pressurized fluid inlet member 306 1 having a pressurized fluid inlet member aperture 3070 (eg, formed by molding); The inlet member 306 1 is established between two adjacent (ie, juxtaposed and partially contacted) swellable article layers (or expandable -54 - 1292002 · · bulging film layer) 3 0 7 1; The fluid inlet member bore is coaxial with the expandable member layer aperture. The layer may be an elastic or reinforcing elastic layer; the expandable layer hole may thus be an elastically expandable layer aperture. The abutment plate device (or the sluice plate sliding friction eliminating device) includes a polymeric plate member 4000 sized to contact a planar pier sealing surface (which may be vertical) 4001, extending over the edge of the possible sluice position 4002 (possibly The range of contact motion); and the plate-to-foundation surface securing element 4020 (eg, knot hole 4004). The polymeric sheet member 4000 may be a polyethylene plate member (ultra high molecular weight polyethylene plate member and/or high density polyethylene plate member); it may be a black polyethylene plate member 4005 (for heating effect); It is a high density polymeric sheet element and/or an ultra high molecular weight polymeric sheet element; and may be a reinforced polymeric sheet element (such as glass fiber). Referring to Figures 72a, 72b, 72c, 72d, 73 and 74, UHMW polyethylene abutment plates 966 and associated anchor systems are shown. The bridge plate 966 features low thermal conductivity, low ice adhesion, and a low coefficient of friction for the associated ram seal. The hole spacing dimension X (horizontal alignment member hole) with respect to the thickness T, and Y (vertical alignment member hole) are preferably maintained at 20 to 1 or 1 2 to 1 or less, or preferably 8 to 1. The horizontal or vertical junction hole separation distance divided by the thickness of the polymeric plate element (or the associated horizontal member hole separation distance to plate thickness ratio and vertical junction hole separation distance to plate thickness ratio) is less than about 20 (or expressed as a ratio) The time is less than about 2 0 : 1 ), less than about 1 2 (or less than about 1 2 : 1 when expressed as a ratio), or about 8 (or less than about 8 : i when expressed as a ratio). A related indicator, the average, the nearest neighboring hole separation distance (measured by the average of the separation distances of the nearest neighboring holes) divided by the average thickness of the polymeric plate component (or the associated most adjacent knot of - 55-1292002 • · The ratio of the hole separation distance to the plate thickness) and the vertical member hole separation distance to the plate thickness ratio are less than about 20 (or less than about 20:1 when expressed as a ratio), less than about 1 2 (or when expressed as a ratio) It is less than about 1 2 ·· 1 ) , or about 8 (or less than about 8 :丨 when expressed as a ratio). Of course, in order to determine the separation distance of the average nearest neighboring orifices, it is necessary to measure the separation distance of all the nearest adjacent orifices and calculate the average enthalpy from the total. The method further includes the step of recessing the edges of the knot to maintain a low thermal conductivity material that is flush with the surface of the plate member, and the knot is recessed into the fill material. All of the knot holes 4004 have recessed knot hole edges 4005 to accommodate a low thermal conductivity material that is flush with the surface of the plate member, the recessed recessed material, such as a polyethylene knot that is flush with the surface of the plate member. The piece is recessed into the coffin. The surface of the plate element is flush, that is, when installed, the filling material will be flush with the surface of the pier plate. The polymeric sheet member includes a number of knot holes that have a significantly reduced number of hot plate wrinkling effects (which are knot holes separated by an even distance that is only sufficient to prevent an erroneous hot plate wrinkling operation under expected operating environment conditions) number). The polymeric sheet member has a hot plate wrinkle effect to alleviate the thickness (which is sufficient to prevent an operation that would damage the wrinkling of the hot plate under the expected operating environment conditions). The actual thickness dimension depends on whether the viewing plate adheres by using the hot plate wrinkling effect to significantly reduce the number of knot holes. Possible thickness dimensions are about 15 mm and about 25 mm, but other sizes are also possible. The polymeric sheet member can be a single polymeric sheet 4008 (i.e., a plate member) or can be a plurality of polymeric sheets 4009, at least two of which are separated by a ditch that receives the sealant in the installed state. An anchoring is preferably achieved by engaging a countersunk bolt with a threaded concrete anchor 968. Bolt 9 67 is preferably for example

1292002 聚乙烯塞頭或汽車車體充塡材之可移除的低熱傳導度材料 在安裝之後覆蓋之。 相關水閘滑動摩擦減少方法包括有下列步驟：訂定聚合 材料尺寸，以形成實質上爲平面狀聚合板元件4000，其可 與遍及可能之水閘位置邊緣延伸4 0 0 2的橋墩密封面4 0 1 5 接觸；及建立一個實質上爲平面狀聚合板元件4000可響應 之板-到-地基表面固定元件4020。聚合材料可爲染黑、超 高分子量、高密度、或補強。補強可以玻璃纖維而達成。 其他步驟包含建立以平均最相鄰結件孔分離距離而分離的 複數結件孔。 一個板間密封73之實施例（更具體爲，蓄水肪止洩露裝 置）包括有板間密封-到-地基保持夾緊強化元件500 1 ;可響 應於板間密封-到-地基保持夾緊強化元件500 1之板間密封 -到-地基保持夾緊元件5002 ; —個響應於與該板間密封-到 -地基保持夾緊元件5002、且與上方垂直溢流水閘板邊緣符 合之水密封絞鏈元件5 003 ;及可固定到第一水閘板5007之 第一邊緣最近部分5006以及第二水閘板5009之第二邊緣 最近部分5008，其中該第一水閘板5007之第一邊緣最近部 分5 006位於相鄰該第二水閘板5009之第二邊緣最近部分 5008之處，並且該第一水閘板5007位於相鄰該第二水閘板 5 009之處。如具有所有保持夾緊強化元件之情形者，板間 密封-到-地基保持夾緊元件5002可爲擴張橫剖面面積部 5010(可爲具有逗點狀嵌入件5011)，其對被夾緊表面之移 動提供一個阻礙而強化夾緊作用（當然，板間密封-到-地基 - 57- 1292002 · · 保持夾緊強化元件500 1及板間密封-到-地基保持夾緊元件 5 002可作用而將板間密封73固定到地基5012，其可爲水 壩溢洪道表面）。上方垂直溢流水閘板邊緣符合之水密封絞 鏈元件500 3係裝置的一部分，其被做爲絞鏈且符合於垂直 溢流（例如上游）水閘板邊緣5 0 1 6，其在安裝狀態時爲兩個 上游水閘板邊緣5017之上方。固定到第一水閘板5007之 第一邊緣最近部分5006及第二水閘板5009之第二邊緣最 近部分5008的板間密封元件，係完成兩個相鄰（在安裝狀 態時）水閘板（第一及第二水閘板）之間的大部分密封之部分 。水閘板之邊緣最近部分係水閘板相鄰在安裝狀態時彼此 相鄰之不同的水閘板邊緣之部分。須提及者，板間元件可 爲實質上狹長的板間密封元件（意即其有一個長度）。 板間密封固定元件之外形（橫剖面形狀及尺寸）大致與相 鄰（或已安裝狀態-相鄰）之固定元件（如已安裝狀態-相鄰可 膨脹水閘致動器-到-地基保持夾緊強化元件（見第77圖）， 或已安裝狀態-相鄰可膨脹水閘致動器-到-地基保持夾緊強 化元件（見第77圖）之外形相同。又，部分之尺寸必須訂定 成在安裝時配合到抵住相鄰蓄水密封元件（見第77圖）之壓 縮緊密封，意即部分之尺寸必須訂定成可產生干涉配合， 使其橋墩邊緣在安裝時可彼此互相壓縮。名詞「壓縮」緊 密封亦有施加足夠的夾緊壓力以使夾件5020下方的保持夾 緊元件5002擴張而緊密地配合抵住一個橋墩之安裝保持夾 緊元件。一個板間密封元件5 0 0 4之垂直溢流水閘致動器活 板元件相鄰部分（在安裝狀態時板間密封元件上與水閘致動 -58- 1292002 · · 器活板元件相鄰之部分）之尺寸可被訂定成以緊密封配合抵 住一個已安裝狀態-相鄰可膨脹水閘致動器絞鏈活板元件。 地基可爲溢洪道，因而板間密封-到-地基保持夾緊元件5002 可爲板間密封-到-溢洪道保持夾緊元件5002。上方垂直溢 流水閘板邊緣符合之水密封絞鏈元件5 0 0 3包括有垂直溢流 、垂直、板間密封-到-地基夾緊面橋墩、角落擴大之邊緣 元件5 0 50，其爲絞鏈元件之一個被強化之邊緣，以形成一 個角落50 5 1，在安裝狀態時其可橋墩板間密封-到-地基夾 件1 1 8之垂直溢流（例如下游）垂直面1 0 5 1。理想上，此邊 緣元件被構成爲可使所有垂直溢流板間密封實質上橋墩到 地基夾件1 1 8，以有效地排除密封及夾緊操作中危害性之砂 及其他隨流動帶入之微粒及殘渣。一個相關的方法包括有 一個步驟：將板間密封絞鏈元件之上方垂直溢流邊緣之角 落擴大，以符合到一個垂直溢流、垂直、板間密封-到-地 基夾緊面（相關上，見元件1051及1052)。 板間密封元件5004可突出一個閘板下游限制件505 2之 外，以形成水舌破碎元件505 3或水舌破碎器505 3 (其被用 來使任何可能形成的水舌暴露於空氣中，因而避免振盪水 舌之負面效應）。此水舌打斷元件可爲頂部流動模式動態物 件衝擊撓性水舌破碎器（見第76圖），並且可爲補強彈性水 舌破碎器。名詞「頂部流動模式動態物件衝擊撓性水舌破 碎器」之意爲破碎元件被做成具有充分的撓性，以吸收來 自於頂部流動中常見之動態物件的塑性變形衝擊且可撓曲 而不致失效。 -59- 1292002 · · 橡皮筏及其他水面筏船（有或沒有乘客）亦爲在頂部流動 中常見之可能項目。在此，係關於對乘客安全上之方面， 並且當足夠軟的水舌打斷器被橡皮筏撞擊時會折曲，而非 如許多習知水舌打斷器一樣地刺穿或切斷。一個相關的方 法包括使實質上爲狹長之板間密封元件安裝成超過閘板下 游界限，以產生一個水舌打斷元件。 參照第76及77圖，各以透視圖及剖開圖顯示本發明一 個實施形態之水壩溢洪道閘設施。板間密封7 3 ( —個蓄水洩 露防止裝置）在夾緊棒76下方之外形（板間密封-到-地基保 · 持夾緊元件5002 )與空氣囊保持夾緊元件（可膨脹水閘致動 器-到-地基保持夾緊元件）相同。空氣囊90 3與板間密封73 之相鄰面，以及空氣囊90 3與橋墩密封75之相鄰面，以及 橋墩板966與橋墩密封75之相鄰面較佳爲在安裝時被形成 爲緊配合，可爲稍微之干涉配合。依照此方式，隨後夾緊 棒76之夾緊力的施加會造成上述相鄰元件擴張而在水平方 向上緊密地互相抵住，因而形成緊密密封之接頭。該接頭 之密封可使用薄且軟的防水板（或薄的防水密封補助板）70 ^ 及7 4而補助。 參照第78圖，顯示有第76及77圖之板間密封73的橫 剖面。若此板間密封之外形與其相關且相鄰的空氣囊相同 時可使其功能最佳。 參照第81圖，顯示有第76及78圖之板間密封73的透 視圖。 參照第79及80圖，顯示有第76及77圖之橋墩密封75 -60 - 1292002 · · 。橋墩密封裝置（或蓄水密封裝置）7 5包括有：一個上方蓄 水密封元件6 0 0 0，其可固定到一個地基滑動表面相鄰之水 閘板600 1，該密封元件本身特色爲具有撓性活板部（或更通 常爲地基滑動表面相鄰之蓄水密封元件）80，其可由水壓及 彈性作用之結合而緊密地抵住其對應之橋墩板或橋墩（或更 通常爲地基滑動表面）6002 ; —個可與水閘板符合之密封元 件6003;及一個縱向角落密封元件6004及一個厚度減少可 樞轉之上方垂直溢流水閘板邊緣符合密封元件6006，及一 個橋墩密封-到-地基固定元件82。名詞「地基滑動表面6002 」意在包含任何材料，無論在做爲地基之任何部分或做爲 到（例如橋墩板）之連接，係爲蓄水密封（更具體爲地基滑動 表面相鄰蓄水密封元件80 )在水閘板轉動時會在其上滑動抵 住之一個表面。須提及者，在水壩設施之地基係指如溢洪 道或橋墩之水壩（通常爲混凝土）本體；在非常小的蓄水應 用之情況中，地基係本體（位於下側及側邊）。在任何水控 制應用中，地基主要爲固態本體部分，其在補助水控制零 件被加入之前已存在，並且爲補助水控制零件所必須固定 之對象。彈性作用可由設置補強索79而強化。柔軟部（或 以不同名詞表示，爲厚度減少，可樞轉之上方垂直溢流水 閘板邊緣符合密封元件）8 1使橋墩密封隨著其相關之氣囊絞 鏈活板而彎曲（第60a圖中之部分862)。部分82較佳爲與 其相關之空氣囊之厚度（D)及長度（B)符合。橋墩密封裝置 又包括有一個橋墩密封-到-地基固定元件82，其被用來將 密封固定到如水壩之溢洪道的地基。此固定元件包括有橋 -61- 1292002 · · 墩密封-到-地基保持夾緊元件（其實質上爲平坦）以及橋墩 密封-到-地基保持夾緊強化元件。須提及者，橋墩密封-到 -地基保持夾緊元件6005係可爲實質上平坦者，若其具有 實質上平坦的上方或下方表面的話（應用到任何實質上平坦 保持夾緊元件之名詞定義）。撓性活板部80可加入一個如 聚乙烯低摩擦鑲邊材料，其被使用抵住鑲有不銹鋼或環氧 之橋墩。該鑲邊在超高分子量（UHMW)聚乙烯橋墩板之情況 時並不需要。橋墩密封-到-地基保持夾緊強化元件6007具 有實質上爲圓形橫剖面之嵌入件，如逗點式嵌入件2 1。橋 墩密封-到-地基固定元件82包括有楔狀橋墩密封-到-地基 保持夾緊元件（見相關第1 0圖之零件1 0 )，並且被構成具有 已安裝狀態-相鄰楔狀，閘板致動器-到-地基固定元件之外 形。 地基滑動表面相鄰之蓄水密封元件可爲橋墩板相鄰之蓄 水密封元件（意即其可被定位於與橋墩板相鄰（或係實際上 如此定位）），或混凝土地基滑動表面相鄰之蓄水密封元件（ 意即其可被定位於與混凝土橋墩板相鄰（或係實際上如此定 位））。橋墩板可爲聚合物（如聚乙烯）或不銹鋼，或橡膠， 或任何低摩擦摩耗材料。關於滑動表面之相容性的某些限 制確實存在，然而---聚乙烯（及一般爲聚合物）在橡膠，不 銹鋼，及混凝土上滑動最佳（即摩擦最小）。地基滑動表面相 鄰之蓄水密封元件包括有低摩擦摩耗蓄水密封元件，其可 爲聚合物（如聚乙烯）密封元件。聚乙烯可爲超高分子量聚 乙烯密封元件及/或可爲高密度聚乙烯密封元件。聚合物密 -6 2 -1292002 Removable low thermal conductivity material for polyethylene plugs or car body fillets is covered after installation. A related sluice sliding friction reduction method includes the steps of: sizing a polymeric material to form a substantially planar polymeric sheet member 4000 that can extend a bridge sealing surface 4 0 1 across the edge of a possible sluice location. 5 contacting; and establishing a plate-to-foundation surface fixing member 4020 that is substantially responsive to the planar polymeric sheet member 4000. The polymeric material can be blackened, ultra high molecular weight, high density, or reinforced. Reinforcement can be achieved with fiberglass. Other steps include establishing a plurality of junction holes that are separated by averaging the separation distances of the most adjacent junction holes. An embodiment of an interplate seal 73 (more specifically, a water storage leak stop device) includes an inter-plate seal-to-ground retaining clamping stiffening element 500 1 ; it can be clamped in response to inter-plate seal-to-foundation The inter-plate seal-to-foundation-clamping element 5002 of the reinforcing element 500 1; a water-tight seal in response to the inter-plate seal-to-foundation-clamping element 5002 and the upper vertical overflow sluice edge a hinge member 5 003; and a first edge closest portion 5006 of the first water shutter 5007 and a second edge closest portion 5008 of the second water shutter 5009, wherein the first edge of the first water shutter 5007 is the closest portion 5 006 is located adjacent to the second edge closest portion 5008 of the second water shutter 5009, and the first water shutter 5007 is located adjacent to the second water shutter 5 009. The inter-plate seal-to-ground retaining gripping element 5002 can be an expanded cross-sectional area portion 5010 (which can have a comma-like insert 5011) that has a pair of clamped surfaces, as with all of the conditions for holding the clamping stiffening element. The movement provides an obstruction and strengthens the clamping action (of course, the inter-plate seal - to - foundation - 57-1292002 · · keeps the clamping reinforcement element 500 1 and the inter-plate seal - to - foundation holding clamping element 5 002 can work The interplate seal 73 is secured to the foundation 5012, which may be the dam spillway surface). The upper vertical overflow sluice plate edge conforms to a portion of the water-sealed hinge element 500 3 series device that is configured as a hinge and conforms to the vertical overflow (eg upstream) sluice edge 5 0 1 6 when it is installed It is above the two upstream sluice gate edges 5017. The inter-board sealing member fixed to the first edge nearest portion 5006 of the first water shutter 5007 and the second edge closest portion 5008 of the second water shutter 5009 completes two adjacent (in the installed state) floodgates (first The majority of the seal between the second sluice gate). The most recent portion of the edge of the sluice plate is the portion of the different sluice gate edges adjacent to each other adjacent to the sluice gates in the installed state. It should be mentioned that the interplate element can be a substantially elongated interplate sealing element (i.e., it has a length). The outer shape (cross-sectional shape and size) of the inter-board seal fixing element is substantially adjacent to the adjacent (or mounted-adjacent) fixed component (eg, mounted state - adjacent expandable sluice actuator - to - foundation retaining clip) Tightening elements (see Figure 77), or installed state - adjacent expandable sluice actuators - to - foundation holding clamping reinforcement elements (see Figure 77) are the same shape. Also, the dimensions must be specified The compression seals that fit into the adjacent water-storing sealing elements (see Figure 77) during installation, meaning that the dimensions must be dimensioned to create an interference fit so that the edges of the piers can be compressed against each other during installation. The term "compressed" tight seal also applies sufficient clamping pressure to cause the retaining clamping element 5002 under the clip 5020 to expand to fit tightly against the mounting of the bridge to retain the clamping element. An inter-plate sealing element 5 0 0 4 vertical overflow sluice actuator adjacent to the flap element (in the mounted state, the seal between the plate and the sluice actuation -58-1292002 · the part adjacent to the flap element) can be ordered Set A tight seal fits against an installed state - an adjacent expandable sluice actuator hinge flap element. The foundation can be a spillway, so the interplate seal-to-foundation hold clamp element 5002 can be an interplate seal - to - The spillway retains the clamping element 5002. The upper vertical overflow sluice plate edge conforms to the water-sealed hinge element 503 including vertical overflow, vertical, inter-plate seal-to-ground clamping face pier, corner enlarged edge element 5 0 50, which is a reinforced edge of the hinge element to form a corner 50 5 1 , which in the installed state can be sealed between the bridge plates - to the vertical overflow of the foundation clamp 1 18 (eg downstream Vertical plane 1 0 5 1. Ideally, the edge element is configured to seal substantially all of the vertical overflow plates to the foundation clamps 181 to effectively eliminate the hazards of sealing and clamping operations. Sand and other particles and debris that are carried with the flow. A related method involves a step of expanding the corners of the vertical overflow edge above the inter-board sealed hinge element to conform to a vertical overflow, vertical, and interplate seal -to-ground clamping surface (relevantly, see elements 1051 and 1052). The inter-board sealing element 5004 can protrude beyond a shutter downstream restriction 5052 to form a water tongue breaking element 505 3 or a water tongue breaker 505 3 (It is used to expose any water tongue that may form to the air, thus avoiding the negative effects of oscillating water tongues.) This water tongue interrupting element can be used as a top flow mode dynamic object impact flexible water tongue breaker (see Figure 76), and can be a reinforced elastic water tongue breaker. The term "top flow mode dynamic object impact flexible water tongue breaker" means that the crushing element is made to have sufficient flexibility to absorb flow from the top. The plastic deformation of a common dynamic object is impacted and can be flexed without failure. -59- 1292002 · · Rubber rafts and other surface bunkers (with or without passengers) are also possible items that are common in top flow. Here, it is concerned with the safety of the passengers, and when the sufficiently soft water tongue breaker is hit by the rubber band, it is bent instead of being pierced or cut like many conventional water tongue breakers. A related method includes installing a substantially elongated interplate seal member beyond the lower limit of the shutter to create a water tongue interrupting member. Referring to Figures 76 and 77, each of the dam spillway gate assemblies of one embodiment of the present invention is shown in perspective and in cross-section. The inter-board seal 7 3 (a water storage leakage preventing device) is shaped outside the clamping rod 76 (the inter-plate sealing-to-foundation holding clamping element 5002) and the air bag holding clamping element (the swellable sluice The actuator-to-foundation holding clamp element is the same. The adjacent faces of the air bag 90 3 and the interplate seal 73, and the adjacent faces of the air bag 90 3 and the pier seal 75, and the adjacent faces of the pier plate 966 and the pier seal 75 are preferably formed tightly during installation. Coordination can be a little interference fit. In this manner, the subsequent application of the clamping force of the clamping bar 76 causes the adjacent members to expand to closely abut each other in the horizontal direction, thereby forming a tightly sealed joint. The joint can be sealed with a thin and soft waterproof board (or thin waterproof seal support board) 70 ^ and 7.4. Referring to Fig. 78, there is shown a cross section of the inter-plate seal 73 of Figs. 76 and 77. This function is best if the shape of the seal between the plates is the same as the air bag associated with it and adjacent. Referring to Fig. 81, there is shown a perspective view of the inter-plate seal 73 of Figs. 76 and 78. Refer to Figures 79 and 80 for the pier seals 75-60 - 1292002 · · · 76 and 77. The pier seal (or water storage seal) 75 includes: an upper water storage sealing member 6000, which can be fixed to a water gate 6001 adjacent to a sliding surface of the foundation, and the sealing member itself is characterized by a flap (or more generally a water-storing sealing element adjacent to the sliding surface of the foundation) 80 that can be tightly pressed against its corresponding abutment or pier by a combination of hydraulic and elastic action (or more generally a foundation slip) Surface) 6002; a sealing member 6003 conformable to the floodgate; and a longitudinal corner sealing member 6004 and a thickness-reducing pivotable upper vertical overflow sluice edge conforming to the sealing member 6006, and a pier seal-to- Foundation fixing element 82. The term "foundation sliding surface 6002" is intended to include any material, whether as a part of the foundation or as a connection to (for example, a piercing plate), as a water storage seal (more specifically, a foundation sliding surface adjacent to the water storage seal) Element 80) slides against one of the surfaces of the shutter when it is rotated. It should be mentioned that the foundation of a dam facility refers to the dam (usually concrete) body such as a spillway or pier; in the case of very small water storage applications, the foundation body (on the lower side and the side). In any water control application, the foundation is primarily a solid body portion that exists before the subsidized water control components are added and is the object that must be fixed for the water control components. The elastic action can be reinforced by the provision of the reinforcing cord 79. The soft part (or in different nouns, the thickness is reduced, the pivoting upper vertical overflow sluice edge meets the sealing element) 8 1 causes the pier seal to bend with its associated airbag hinge flap (Figure 60a) Part 862). Portion 82 preferably conforms to the thickness (D) and length (B) of the associated air bladder. The pier seal further includes a pier seal-to-foundation anchor member 82 that is used to secure the seal to the foundation of a spillway such as a dam. This fixing element comprises a bridge - 61 - 1292002 · a pier seal - to - foundation holding clamping element (which is substantially flat) and a pier seal - to - foundation holding clamping reinforcement element. It should be mentioned that the pier seal-to-foundation holding clamping element 6005 can be substantially flat if it has a substantially flat upper or lower surface (applying to any definition of a substantially flat holding clamping element) ). The flexible flap portion 80 can incorporate a low friction ribbed material such as polyethylene that is used against a pier with stainless steel or epoxy. This edging is not required in the case of ultra high molecular weight (UHMW) polyethylene abutments. The pier seal-to-foundation holding clamp stiffening element 6007 has an insert of substantially circular cross-section, such as a comma-type insert 21. The pier seal-to-foundation fixing element 82 comprises a wedge-shaped pier seal-to-foundation holding clamping element (see section 10 of the related figure 10) and is constructed with an installed state-adjacent wedge-shaped, gate The plate actuator-to-ground fixing element is shaped. The water-storing sealing element adjacent to the sliding surface of the foundation may be a water-storing sealing element adjacent to the abutment plate (that is, it may be positioned adjacent to the bridge plate (or actually positioned)), or the sliding surface of the concrete foundation The adjacent water-storing sealing element (that is, it can be positioned adjacent to the concrete abutment plate (or is actually positioned as such)). The abutment plate can be a polymer (such as polyethylene) or stainless steel, or rubber, or any low friction wear material. Some limitations regarding the compatibility of sliding surfaces do exist, however - polyethylene (and generally polymers) slides optimally on rubber, stainless steel, and concrete (ie, minimal friction). The water-storing sealing element adjacent to the sliding surface of the foundation comprises a low-friction frictional water-storing sealing element which may be a polymer (e.g., polyethylene) sealing element. The polyethylene may be an ultra high molecular weight polyethylene sealing element and/or may be a high density polyethylene sealing element. Polymer dense -6 2 -

1292002 封元件可被共硬化成含有EPDM (乙烯·丙烯二烯系甲烯橡膠 共聚體）（乙烯丙烯化甲烯）強化彈性體橡膠，或可被共硬化 成含有EPDM(乙烯-丙烯二烯系甲烯橡膠共聚體）橡膠及氯化 丁基之強化彈性體橡膠。除此之外，地基滑動表面相鄰之 蓄水密封元件可包括有一種橡膠密封元件或不銹鋼密封元 件。其亦可以強化囊層（p ；1 y )補強偏壓而彈性且角度地施加 偏壓，以改善具有地基滑動表面之密封。厚度減少可樞轉 之上方垂直溢流水閘板邊緣符合密封元件可包括有垂直垂 直溢流，橋墩密封-到-地基夾緊面橋墩，角落擴大邊緣元件 6010，其可被構成抵接橋墩密封-到-地基夾緊面1〇51之所 有相鄰部分。又，厚度減少可樞轉之上方垂直溢流水閘板 邊緣符合密封元件，及橋墩密封-到-地基固定元件可被設 定爲干涉密封寬度，意即這些元件之寬度可稍微超過尺寸（ 可超過四分之一英吋），以便在安裝時產生緊密的壓縮配合 。可安裝一個可爲任何加熱器（如電力）之加熱元件60 1 2 ( 可一體硬化到地基滑動表面相鄰之蓄水密封元件中，或沿 著其長度硬化），使地基滑動表面相鄰之蓄水密封元件可響 應於該加熱元件，因而可防止滑動阻塞冰之形成。名詞「 沿著其長度」包括僅沿著長度之主要部分。 參照第82a，82b，82c，82d及86圖，顯示有本發明一個實 施形態之橋墩密封，其可構成爲與第86圖所顯示之楔狀夾 緊系統連結使用。楔狀部84被構成爲在橫剖面上與相鄰絞 鏈構件86符合。當閘板9 1 4被降低或升高之時，可彎曲部 分81使橋墩密封75與絞鏈構件86 —起彎曲。強化部分85 - 63 -1292002 The sealing element can be co-hardened to contain EPDM (ethylene/propylene diene-based rubber copolymer) (ethylene propylene-based rubber) reinforced elastomer rubber, or can be co-hardened to contain EPDM (ethylene-propylene diene system) Mene rubber interpolymer) rubber and butyl chloride reinforced elastomer rubber. In addition to this, the water-storing sealing member adjacent to the sliding surface of the foundation may include a rubber sealing member or a stainless steel sealing member. It can also reinforce the bladder layer (p; 1 y) reinforcing bias to elastically and angularly apply a bias to improve the seal with the ground sliding surface. The reduced thickness pivotable upper vertical overflow sluice edge conforming to the sealing element may comprise a vertical vertical overflow, the pier seal-to-ground clamping face pier, the corner enlarged edge element 6010, which may be formed to abut the pier seal - To all adjacent parts of the ground clamping surface 1〇51. Moreover, the thickness reduction pivots above the vertical overflow sluice plate edge to conform to the sealing element, and the pier seal-to-ground fixing element can be set to the interference seal width, meaning that the width of these elements can slightly exceed the size (more than four One-by-one) to create a tight compression fit during installation. It is possible to install a heating element 60 1 2 which can be any heater (such as electric power) (which can be integrally hardened into the water-storing sealing element adjacent to the sliding surface of the foundation or hardened along its length) so that the sliding surface of the foundation is adjacent The water-storing sealing member is responsive to the heating element, thereby preventing the formation of sliding occlusion ice. The term "along its length" includes only the major part along the length. Referring to Figures 82a, 82b, 82c, 82d and 86, there is shown a pier seal of one embodiment of the present invention which may be constructed for use in conjunction with the wedge-shaped clamping system shown in Figure 86. The wedge portion 84 is configured to conform to the adjacent hinge member 86 in a cross section. The bendable portion 81 causes the pier seal 75 to flex with the hinge member 86 when the shutter 916 is lowered or raised. Reinforced section 85 - 63 -

!292〇〇2 可被夾緊到閘板914。柔軟部80被彈力及水壓之聯合而保 持在緊密密封位置之時可跨騎而抵在相鄰之橋墩板966上 °面87較佳爲以稍微之干涉配合而配合到相鄰絞鏈構件86 ° _軟部80之特點爲具有低摩擦表面88，其包括有超高分 子量聚乙烯。密封面89較佳爲設計成緊密地配合相鄰橋墩 板。由於橋墩密封之此部分移動小距離，低摩擦表面88 — 般並不需要，但是可在某些應用中基於某些理由使用之。 參照第88, 89, 90,及91圖，顯示有本發明一個實施形態 之可膨脹水壩（或可膨脹彈性水壩）。打旋感應肋9 3被設置 在交替方向上，使該可膨脹水壩上方之水的方向流可改變 成含有一個垂直於流動主方向的水平分量。在結合時該水 平流動分量接著形成相反的循環流動型態96及97，其包含 垂直於已膨脹水壩本體之速度方量。以此方式，鰭片95之 效果可被擴大。在較高程度之超出時比僅具有鰭片之配置 可產生穩定的運作。應力消除形狀9 4可減少已膨脹水壩之 內應力，並且可增加懸樑鰭片特徵9 5之剛性。可膨脹水壩 98 3可由夾緊件1〇1及溢洪道溝102而固定到水壩溢洪道或 地基9 9 5。 一種可避免振盪或振動產生之妨礙及潛藏破壞性效應同 時保持對流經蓄水結構之垃圾所造成破壞的抵抗及仍保持 無傷船筏之水舌瀑氣裝置亦在本發明之技術範圍之內。水 舌瀑氣裝置包括有頂部流動模式動態物件衝擊撓性水舌破 碎元件9 5 00 ;以及可受到該頂部流動模式動態物件衝擊撓 性水舌破碎元件之響應的可脫離，撓性水舌破碎元件-到-蓄 -64-!292〇〇2 can be clamped to the shutter 914. The soft portion 80 can be straddle against the adjacent abutment plate 966 by the combination of the elastic force and the water pressure while being held in the tight sealing position. The upper surface 87 is preferably fitted to the adjacent hinge member with a slight interference fit. The 86 ° _ soft portion 80 is characterized by a low friction surface 88 that includes ultra high molecular weight polyethylene. Sealing surface 89 is preferably designed to closely fit adjacent abutment plates. Since this portion of the pier seal moves a small distance, the low friction surface 88 is generally not required, but may be used for some reasons in some applications. Referring to Figures 88, 89, 90, and 91, there is shown an expandable dam (or expandable elastic dam) according to an embodiment of the present invention. The swirling sensing ribs 9 3 are disposed in alternate directions such that the direction of flow of water above the expandable dam can be varied to include a horizontal component perpendicular to the main direction of flow. The combined horizontal flow component then forms the opposite circulating flow patterns 96 and 97 when combined, including the amount of velocity perpendicular to the expanded dam body. In this way, the effect of the fins 95 can be enlarged. A higher degree of excess than a fin-only configuration produces stable operation. The stress relief shape 94 reduces the internal stress of the expanded dam and increases the stiffness of the cantilever fin features 95. The expandable dam 98 3 can be secured to the dam spillway or foundation by the clamping member 1〇1 and the spillway ditch 102. It is also within the technical scope of the present invention to prevent the oscillating or damaging effects of the oscillations and the damaging effects while maintaining the resistance to the damage caused by the garbage flowing through the water storage structure and to keep the water tongue damper which remains intact. The water tongue device includes a top flow mode dynamic object impact flexible water tongue breaking element 9 5 00; and a detachable, flexible water tongue broken that can be responded to by the top flow mode dynamic object impacting the flexible water tongue breaking element Component-to-storage-64-

1292002 水元件固定元件9 5 0 1。名詞「不可啣接式撓性水舌破 件-到-蓄水元件固定元件9 50 1」係關於可使水舌破碎 除之部分（其甚至包括磁鐵及/或螺栓孔）。名詞「頂部 模式動態物體衝擊撓性水舌破碎元件」意即做成充分 之水舌破碎元件（彈性，亦即在衝擊之後其可回到衝擊 狀態），以在通常充斥於頂部流動之水流中的動態物體 撞後，可以吸收且撓曲而不致失效或產生塑性變形。 筏及其他小的水面船隻（有及沒有乘客）亦爲通常充斥 部流動之水流中的項目。在此，係關於對乘客安全上 面，並且當足夠撓性的水舌破碎器被橡皮筏撞擊時會 ，而非如許多習知水舌破碎器一樣地刺穿或切斷。水 碎元件可爲強化之彈性水舌破碎器。 另一種水舌破碎裝置包括有水舌破碎元件9 5 0 5 ;可 該水舌破碎元件之響應的可脫離水舌破碎元件-到-蓄 件固定元件9 5 06 ;及可受到該水舌破碎元件之響應的 流動模式動態物件衝擊折曲元件9 5 0 7。主要在此第2 中，衝撞時之折曲並非由水舌破碎器本身（此種折曲會 性體製成之水舌破碎器所容許）所造成，而是由可受到 舌破碎元件之響應（如由附著）的個別折曲元件如螺旋 元件或撓性安裝桿（僅舉數例）所提供，並且其產生折 性地，意即在衝撞後回復到其衝撞前之狀態）以在通常 於頂部流動之水流中的動態物體之衝撞後，可以不失 吸收相當之塑性變形。甚至當固定元件上發生事情而 撞後折曲（例如，在撓性桿之情況），固定元件被定義 碎元 器移 流動 柔軟 前之 之衝 橡皮 於頂 之方 折曲 舌破 受到 水元 頂部 裝置 由彈 該水 彈簧 & (彈 充斥 效地 在衝 爲僅 1292002 · · 提供固定之部分（可爲在桿底部之結件孔，或在桿底部之表 面，其可以環氧樹脂黏著或稍後除去），因而維持裝置之不 同元件的獨立。 一種改良的蓄水控制系統操作維護裝置包括一個過渡水 閘板轉動防止元件，其在儲藏狀態時並不破壞蓄水結構（如 水壩）之外形。改良的蓄水控制系統操作維護裝置包括有： 可伸張，底部樞轉水閘板過度轉動防止元件7020 (任何伸張 力強之材料，如尼龍或彈性材料或彈性索製成之抑制帶， 並且可防止水閘板過度之轉動）；可伸張，底部樞轉水閘板 參 過度轉動防止元件可以響應之一個下方，閘板過度轉動防 止元件-到·地基固定元件700 1 (其被用來將可伸張，底部樞 轉水閘板過度轉動防止元件固定到地基上），並且其被固定 地建立在相鄰末端之水閘板致動器7 0 0 3的對向面對之末端 7 002之間；以及可響應於可伸張，底部樞轉水閘板過度轉動 防止元件1 0 3之一個閘板過度轉動防止元件-到-閘板固定 兀件（其用來將可伸張，底部樞轉水閘板過度轉動防止元件 7020固定到水閘板70 52之一部分）。相鄰末端水閘板致動 春 器7 0 0 3可爲相鄰末端可膨脹水閘板致動氣囊7 〇 〇 5，並且相 鄰末端可膨脹水閘板致動氣囊之最下游邊緣7 〇 〇 6可裝設在 滴下平面1 0 6處。又，每個相鄰末端水閘板致動器7 〇 〇 3可 響應於至少一個水閘板致動器-到—地基固定元件7 〇 〇 7，其 可爲楔狀，閘板；(動器-到-地基保持夾緊元件7 〇 〇 8。在此情 況下’裝置又包括有楔狀，閘板致動器-到-地基保持夾緊元 件替代嵌入件1 0 5 ’其係位於相鄰，楔狀閘板致動器-到-地 -66- 1292002 · · 基保持夾緊元件7009之對向末端之間。此嵌入件可名之爲 相鄰水閘致動器-到-地基外形模仿嵌入件1 〇 5。相鄰末端水 閘板致動器可爲相鄰末端水閘板浮動元件，以取代可膨脹 致動器。一個可伸張，底部樞轉水閘板過度轉動防止元件長 度7010，一個上方，閘板過度轉動防止元件-到-地基固定 元件位置70 1 1，及一個下方，閘板過度轉動防止元件-到-地 基固定元件位置7 0 1 2可爲彼此相關，使該可伸張，底部樞 轉水閘板過度轉動防止元件7020之最下游端位於在降低狀 態之水控制閘板元件7052的下方（第93圖），因而排除在 降低狀態1 04時突出之過度閘板轉動防止裝置的難看之外 形。可伸張，底部樞轉水閘板過度轉動防止元件7020可爲 可伸張，可收縮之底部樞轉水閘板過度轉動防止元件1 03 , 其意即其可被摺疊或可伸縮或成螺旋狀，或者當張力被消 除時，可以某種方式順從而從其伸張模式重新調整成不同 的儲藏狀態。又包括有任何上述之改良蓄水控制系統裝置 之一個可致動之水閘板水控制系統（即，水閘板致動器，閘 板及任何密封裝置）亦被認爲係在本發明的技術範圍之內 〇 另一種顯示本發明在橋墩區域之閘板過度轉動防止元件 之脫離道路狀態的改良的蓄水控制系統操作維護裝置包括 有：可伸張，底部樞轉水閘板過度轉動防止元件7 0 1 0 ;下方， 閘板過度轉動防止元件-到-地基固定元件7 0 1 2，其可受到 該可伸張，底部樞轉水閘板過度轉動防止元件7 01 0之響應 ’並且固定地建立在水閘板致動器與垂直地基表面（見第 -67- 1292002 · · 1 07 (a )及（b )圖）之間；及可響應於該可伸張，底部樞轉水閘 板過度轉動防止兀件7 0 1 0之上方，閘板過度轉動防止元件 -到-地基固定元件7011。此裝置可包括有一個楔狀，閘板致 動器-到-地基保持夾緊元件替代嵌入件1 05裝設於楔狀，閘 板致動器-到-地基保持夾緊元件9 5 7 2與垂直地基表面9 5 7 1 之間。當然此及其他替代嵌入件意在取代可膨脹水閘板致 動器-到-地基固定元件之長度，其由於可能發生的可膨脹 氣囊之縮短而並不存在，以將閘板過度轉動防止元件容納 在相鄰水聞板之間的間隙上而成脫離視線之安置。此安置 對欲減少可膨脹氣囊之橫剖面尺寸到不足的程度，使位於 可膨脹氣囊之下游（或系統之上游，其致動器在蓄水流動側） 的閘板過度轉動防止元件（如抑制帶）之長度不需要超過在 降低狀態時產生帶之突出之長度。 一個改善在降低狀態之水控制閘系統之外形的相關方法 包括有下列步驟：訂定（意即以某些製造方法）一個可伸張， 底部樞轉水閘板過度轉動防止元件7020之尺寸；建立一個 該可伸張，底部樞轉水閘板過度轉動防止元件7020可響應 之下方，閘板過度轉動防止元件-到-地基固定元件位置 7012，其被固定地建立在相鄰，垂直突出流動控制元件703 0 之相鄰末端7029之間；並且建立一個可響應於該可伸張， 可收縮底部樞轉水閘板過度轉動防止元件7020之上方，閘 板過度轉動防止元件-到-地基固定元件。垂直突出流動控 制元件7 0 3 0可爲任何流動控制元件，其爲垂直突出者如水 閘板致動器（如可膨脹水閘板致動氣囊，或可浮動水閘板致1292002 Water element fixing element 9 5 0 1. The term "non-engageable flexible water tongue breaking member-to-water storage member fixing member 9 50 1" relates to a portion that can break the water tongue (which even includes magnets and/or bolt holes). The term "top mode dynamic object impacts the flexible water tongue breaking element" means that the full water tongue breaking element (elastic, that is, it can return to the impact state after the impact), in the water flow that normally flows in the top flow After the dynamic object hits, it can absorb and flex without causing failure or plastic deformation.筏 and other small surface vessels (with and without passengers) are also items in the current flow that normally fills the flow. Here, it is concerned with the safety of the passengers, and when the sufficiently flexible water tongue breaker is hit by the rubber band, instead of piercing or cutting as many conventional water tongue breakers. The shredded element can be a reinforced elastic tongue breaker. Another water tongue breaking device comprises a water tongue breaking element 905; a detachable water tongue breaking element responsive to the water tongue breaking element-to-accumulation fixing element 9 5 06; and can be broken by the water tongue The flow pattern dynamic response of the component impacts the flex member 9 5 0 7 . Mainly in this second, the bending during the collision is not caused by the water tongue breaker itself (allowed by the water tongue breaker made of such a flexible body), but by the response of the tongue crushing element. (as attached) individual bending elements such as spiral elements or flexible mounting rods, to name a few, and which produce a fold, meaning to return to their pre-crash state after a collision) After the collision of the dynamic object in the flow of water flowing at the top, the plastic deformation can be absorbed without losing absorption. Even when something happens on the fixed component and it is bent back and forth (for example, in the case of a flexible rod), the fixed component is defined as the broken element that moves the soft before the rubber is smashed on the top side. The device is made up of the water spring & (the bomb is recharged to provide only a fixed portion of the 1292002 · · can be a hole in the bottom of the rod, or on the surface of the bottom of the rod, which can be epoxy bonded or slightly Thereafter, it is removed, thereby maintaining the independence of the different components of the device. An improved water storage control system operation and maintenance device includes a transitional sluice rotation preventing element that does not damage the shape of the water storage structure (such as a dam) in a stored state. The improved water storage control system operation and maintenance device comprises: a stretchable, bottom pivoting sluice plate excessive rotation preventing element 7020 (any material with a strong tensile force, such as a nylon or elastic material or an elastic cord, and can be prevented Excessive rotation of the sluice plate; stretchable, the bottom pivoting sluice plate is excessively rotated to prevent the component from responding to one of the lower, ram Degree rotation preventing member-to-foundation fixing member 700 1 (which is used to extend, the bottom pivoting water gate excessive rotation preventing member is fixed to the foundation), and is fixedly established at the adjacent end of the sluice plate Between the opposite facing ends 7 002 of the actuators 703; and in response to the extendable, the bottom pivoting sluice plate is excessively rotated to prevent over-rotation of one of the members of the member 103 to prevent the component-to-gate A fixed jaw (which is used to extend, the bottom pivoting sluice over-rotation preventing element 7020 is fixed to one of the sluice plates 70 52). The adjacent end sluice plate actuates the spring 7 0 0 3 to be adjacent ends The expansion sluice plate actuates the air bag 7 〇〇5, and the most downstream edge 7 〇〇6 of the adjacent end swellable sluice plate actuating air bag can be installed at the dropping plane 106. In addition, each adjacent end sluice plate The actuator 7 〇〇3 is responsive to at least one water shutter actuator-to-foundation fixing element 7 〇〇7, which may be wedge-shaped, ram; (actuator-to-foundation holding clamping element 7 〇 〇 8. In this case, the device also includes a wedge shape. The ram actuator-to-foundation holding clamping element replaces the insert 1 0 5 'it is adjacent, the wedge ram actuator-to-ground-66-1292002 · · base holding clamping element 7009 Between the opposite ends. This insert may be referred to as an adjacent sluice actuator-to-foundation profile mimicking the insert 1 〇 5. The adjacent end sluice actuators may be adjacent end sluice floating elements to Replacing the expandable actuator. One stretchable, the bottom pivoting floodgate over-rotates to prevent the element length 7010, one above, the gate over-rotating prevents the component-to-ground fixing component position 70 1 1, and one below, the gate is excessive The rotation preventing member-to-foundation fixing member position 7 0 1 2 may be related to each other such that the extendable, bottom pivoting water shutter excessive rotation prevents the most downstream end of the member 7020 from being in the lowered state of the water control shutter member 7052 Below (Fig. 93), the ugly shape of the excessive shutter rotation preventing device that protrudes when the state 104 is lowered is thus excluded. Extendable, bottom pivoting sluice plate over-rotation preventing element 7020 can be stretchable, retractable bottom pivoting sluice plate over-rotation preventing element 103, which means that it can be folded or telescopic or spiral, or When the tension is removed, it can be re-adjusted from its stretch mode to a different storage state in some way. An actuatable sluice water control system (i.e., a sluice actuator, a ram and any sealing device) including any of the above described improved water storage control system devices is also considered to be within the technical scope of the present invention. Further, the improved water storage control system operation and maintenance device showing the undome rotation preventing member of the present invention in the bridge region to be out of the road state includes: the extendable, bottom pivoting sluice plate excessive rotation preventing member 7 0 1 0; below, the excessive rotation of the shutter prevents the component-to-foundation fixing element 7 0 1 2, which can be subjected to the extension, and the bottom pivoting the floodgate excessively rotates to prevent the response of the component 7 0 0 'and is fixedly established on the floodgate The actuator is interposed between the vertical foundation surface (see FIGS. 67-1292002 · · 1 07 (a) and (b)); and in response to the extendable, the bottom pivotal sluice plate is excessively rotated to prevent the element 70 Above 10, the gate is excessively rotated to prevent the component-to-foundation fixing member 7011. The device may comprise a wedge-shaped, ram actuator-to-foundation holding clamping element instead of the insert 105 being mounted in a wedge-shaped, ram actuator-to-foundation holding clamping element 9 5 7 2 Between the vertical foundation surface 9 5 7 1 . Of course, this and other alternative inserts are intended to replace the length of the expandable sluice actuator-to-ground anchoring element, which does not exist due to the possible shortening of the inflatable bladder to over-rotate the ram to prevent component containment Placed off the line of sight on the gap between adjacent water slabs. This arrangement is intended to reduce the size of the cross-sectional dimension of the inflatable balloon to an insufficient extent, so that the shutter is over-rotated to prevent the component (such as suppression) located downstream of the inflatable balloon (or upstream of the system, its actuator on the water storage flow side). The length of the belt does not need to exceed the length of the protrusion that is produced when the state is lowered. A related method of improving the shape of the water control gate system in a reduced state includes the steps of: defining (i.e., by some manufacturing methods) a stretchable, bottom pivoting floodgate excessive rotation preventing element 7020; establishing a The extendable, bottom pivoting sluice over-rotation preventing element 7020 is responsive thereto, the yoke excessively rotating to prevent the element-to-ground fixing element position 7012, which is fixedly established adjacent to the vertically protruding flow control element 703 0 Between adjacent ends 7029; and establishing a reversible, pivotable bottom pivoting sluice over-rotation preventing element 7020 in response to the stretchable, yoke over-rotation preventing element-to-ground fixing element. The vertically projecting flow control element 7 0 3 0 can be any flow control element that is a vertical protrusion such as a sluice plate actuator (such as an inflatable sluice plate actuating air bag, or a floatable sluice plate)

1292002 動），或如橋墩表面之地基滑動表面。在一個實施例中，此 方法又包括在楔狀板間密封-到-地基保持夾緊元件下方及 在垂直突出流動控制元件垂直突出流動控制元件之蓄水相 鄰（意即致動器在閘板下游側上之狀態下的上游；致動器在 閘板上游側上之狀態下的下游）對向末端（相反地相對）之間 建立楔狀，閘板致動器-到-地基保持夾緊元件替代嵌入件的 步驟。此方法又包括：使可伸張，底部樞轉水閘板過度轉動 防止元件7020之長度與每個下方，閘板過度轉動防止元件-到-地基固定元件位置70 1 2及上方，閘板過度轉動防止元件 -到-地基固定元件位置70 1 1產生相關的步驟，使鬆驰後， 非限制（η ο η - r e s t r a i n e d )狀態（如收縮及/或摺疊），可伸張， 底部樞轉水閘板過度轉動防止元件7040之最下游末端702 1 位於降低之水控制閘板9 1 4之下方。 參照第92，93，94友95圖，顯示有本發明之一個底部樞 轉空氣致動閘。抑制帶，例如1 003可位於空氣囊333之末 端，使空氣囊之尺寸可極大化或最適化。通常，對高度2.5 公尺以上之閘，空氣囊在不延伸超過滴下平面106之時必 須做成儘可能地大。此可產生傳統之抑制帶1 04，其從降低 之閘板9 1 4下方突出。突出的抑制帶對某些顧客或所有者 認爲不太需要。閘板9 1 4較佳爲彎曲成凸狀以提供充分的 彎曲強度，而容納負荷在其末端處之束帶。空氣囊334可 充分地縮短而使抑制帶1 0 3在升高及降低位置兩者均有間 隙。可由強化橡膠製成之嵌入件105可用來充塡空氣囊334 之間的夾緊系統，由於提供給抑制帶1 03之過份之間隙C， -69- 1292002 · · 空氣囊並不直接相鄰。 參照第E1 1圖，顯示有較佳之絞鏈裝置之細部。可動之 三角形襯料806被焊接到可動之絞鏈管la。固定之三角形 襯料804被焊接到致動器導管804a及焊接到固定絞鏈管 801c。絞鏈管801a及801c以線繩801b而保持適當的關係 ，線繩係隨著數字8之螺旋狀而纏繞於絞鏈管801a及801c 上。線繩801b可埋在三角形襯料806與804之間的混凝土 中而防止滑動。線繩801b與三角形襯料806及804之間的 滾動接觸區域則淸除混凝土及其他固定裝置。在線繩具有 混凝土之情況中，若有修理絞鏈之需要時，三角形襯料之 間的混凝土可選擇地以高壓水噴射淸除之。 參照第E12圖，顯示有第E11圖所示之裝置的平面圖。 參照第C 1 2圖，顯示有第C1圖之閘組合在閘降低位置時 之絞鏈的細部橫剖面圖。閘板40 1含有使繩索45可以「數 字8」之形狀通過之長孔402，因而將閘板401連接到固 定元件49。固定元件49具有圓化之邊緣，以免切斷繩索45 ，並且可由安裝螺栓416而固定到埋入框架406。 參照第C5及C6圖，顯示有閘組合之絞鏈的平面圖；第C6 圖顯示閘組合絞鏈之側視圖上之邊緣。固定之構件409以 撓性張力構件44 5而被連接到可移動構件442，撓性張力構 件可通過構件409及442中之圓角化邊緣長孔402。 參照第C 7圖，撓性張力構件4 4 5纏繞在管狀構件4 3 8上 並且黏合在沒有滾動作用440之區域中，但是並不黏合到 管狀構件43 8上具滾動接觸441之區域中。管狀構件4381292002), or a foundation sliding surface such as the surface of a pier. In one embodiment, the method further includes sealing the water-to-ground holding clamp element between the wedge plates and vertically occluding the flow control element vertically adjacent to the flow control element (ie, the actuator is at the gate) The upstream of the state on the downstream side of the plate; the downstream of the actuator in the state on the upstream side of the shutter) forms a wedge between the opposite ends (oppositely opposite), the shutter actuator-to-ground retaining clip The step of replacing the insert with a tight element. The method further includes: making the stretchable, bottom pivoting sluice plate excessively rotating to prevent the length of the member 7020 from being inferior to each of the lower portions, the yoke excessively rotating to prevent the component-to-foundation fixing component position 70 1 2 and above, and the ram excessively preventing rotation The component-to-foundation fixture component position 70 1 1 produces a related step that, after relaxation, is unrestricted (η ο η - restrained) state (eg, contracted and/or folded), stretchable, and the bottom pivoting floodgate is excessively rotated The most downstream end 702 1 of the prevention element 7040 is located below the lowered water control shutter 9 1 4 . Referring to Figures 92, 93, 94, Figure 95, there is shown a bottom pivoting air actuated brake of the present invention. A restraining strip, such as 1 003, can be located at the end of the air bladder 333 to maximize or optimize the size of the air bladder. Typically, for a gate that is more than 2.5 meters in height, the airbag must be made as large as possible without extending beyond the drop plane 106. This produces a conventional restraining strip 104 which protrudes below the lowered shutter 9 1 4 . Outstanding suppression bands are not considered necessary by some customers or owners. The shutter 9 14 is preferably curved to be convex to provide sufficient bending strength to accommodate the belt at the end of the load. The air bag 334 can be sufficiently shortened so that the restraining band 103 has a gap in both the raised and lowered positions. The insert 105, which may be made of reinforced rubber, can be used to fill the clamping system between the air bladders 334, due to the excessive clearance C provided to the restraining belt 103, -69-1292002 · Airbags are not directly adjacent . Referring to Figure E1, a detail of the preferred hinge assembly is shown. The movable triangular lining 806 is welded to the movable hinge tube la. The fixed triangular gusset 804 is welded to the actuator conduit 804a and to the fixed hinge tube 801c. The hinge pipes 801a and 801c are held in an appropriate relationship by the wire 801b, and the wire is wound around the hinge pipes 801a and 801c in accordance with the spiral of the numeral 8. The cord 801b can be buried in the concrete between the triangular linings 806 and 804 to prevent slippage. The rolling contact area between the cord 801b and the triangular gussets 806 and 804 removes concrete and other fixtures. In the case of an in-line rope with concrete, the concrete between the triangular linings can optionally be removed by high pressure water injection if required to repair the hinge. Referring to Fig. E12, a plan view of the apparatus shown in Fig. E11 is shown. Referring to Figure C1 2, a detailed cross-sectional view of the hinge of the combination of the gate of Figure C1 in the lowered position of the gate is shown. The shutter 40 1 includes a long hole 402 through which the rope 45 can pass in the shape of "number 8", thereby connecting the shutter 401 to the fixing member 49. The fixing element 49 has a rounded edge so as not to cut the rope 45 and can be fixed to the embedded frame 406 by a mounting bolt 416. Referring to Figures C5 and C6, a plan view of the hinge with the brake combination is shown; Figure C6 shows the edge on the side view of the brake combination hinge. The fixed member 409 is coupled to the movable member 442 by a flexible tension member 44 5 that can be passed through the rounded edge elongated holes 402 in the members 409 and 442. Referring to Figure C7, the flexible tension member 454 is wrapped around the tubular member 438 and adhered in the region where there is no rolling action 440, but does not adhere to the region of the tubular member 438 having the rolling contact 441. Tubular member 438

1292002 被連到構件439 ’接著其固定到樞轉及固定構造之其餘部分 或成爲其一部分。 參照第9 6，9 7及9 8圖，顯示有三種不同的絞鏈---一種 爲”S”絞鏈，一種爲一體之數字8狀絞鏈，及一種模式化數 字8狀絞鏈---每一種均爲本發明範圍內之標的物件。顯示 於第87a及87b圖中之絞鏈可名之爲”W”絞鏈。絞鏈本身在 通常文義上包含除了水控制以外的許多應用，每一個均爲 新發明並且可申請專利。 由上述很容易了解，本發明之基本觀念包含在許多方面 。其包含水控制及致動器技術及裝置，以完成適當之水控 制或致動。在此應用中，水控制技術被揭示爲由許多所述 之裝置所達成之結果的部分，及應用所固有之步驟。其僅 單純爲使用所述裝置之自然結果。除此之外，雖然揭示有 一些裝置，但是須了解，這些不僅完成某些方法而且可以 許多方式變化。重要的是，關於所有上述者，所有這些變 化均包含在此揭示之中。 本申請案中之討論意在用來做爲基本說明。_者須了解 ，具體討論並無法明顯地說明所有可能實施例；許多替代 方案爲無法言明的。其亦無法完全解釋本發明之真實本質 ，並且也無法明顯地顯示每個特性或元件如何可實際地爲 更寬廣功能或許多選擇或均等元件之代表性。再次，這些 包含在本文中之無法言明之處。雖然本發明係以裝置導向 名詞而敘述，裝置之每個元件隱然地執行一個功能。裝置 申請專利範圍不僅被包含在已敘述之裝置中，而且方法或 -71- 1292002 · · 程序申請專利範圍亦可被包含，以顯示本發明及每個元件 所執行之功能。說明或名詞均非用來限制本專利申請案之 申請專利範圍的範圍。 亦須了解者，在不違離本發明之本質之下可從事許多變 化。此變化亦無法言明地包含在說明之中。其等仍落在本 發明之範圍內。包括有淸楚地顯示之實施例及許多無法言 明之替代實施例之廣義說明書，及廣義的方法及程序等均 包含在本說明書內，並且定義在本專利申請案之申請專利 範圍中。須了解者，此用語變化及廣義之專利範圍申請係 在此申請案中完成。此專利申請係申請對據信爲本申請人 權益之申請專利範圍爲廣義基礎之驗證，並且對包含本發 明之許多獨立及整體系統之實施形態的專利。 又，本發明之許多元件及申請專利範圍之每一個亦可以 許多方式達成。須了解，本說明書包括每一個此種變化， 其可爲任何裝置實施例、一個方法及程序實施例之一個實 施例之變化，或甚至僅爲這些之任何元件的一個變化。尤 其須了解，本說明書係關於本發明之元件，每一元件之用 語可以均等之裝置名詞或方法之名詞，甚至僅功能或結果 相同而表示。此均等、較廣義、或甚至更真實之名詞必須 被認爲包含在每個元件或作用之說明中。此名詞在欲將本 發明所冠予名稱之隱含廣義範圍明顯地說明之時可被取代 。舉一例說明，須了解所有作用係以採取該作用之手段或 以造成該作用之一個元件而表示。相同地，每個揭示之實 體元件須了解係包含有該實體元件所促成之作用的說明。 -72- 1292002 · · 舉此最後之實施形態做爲例子，「致動裝置」或「致動器 」之用語須了解係包含「致動」之作用---不論是否明白地 討論，並且反之，若出現有效的「致動」之作用之說明時 ，此說明須了解係包含有該「致動裝置」或「致動器」之 說明。此變化或替代名詞須了解係明顯地包含在說明中。 在此專利申請案中提到之任何法律條文、法規、規定、 或規則；或專利、公告或其他參考文件在此均列爲參考。 除此之外，關於每個使用之名詞須了解，除非在本申請案 中之使用與其解釋不符，一般字典定義須了解係包含在每 H 個名詞中，並且所有定義、替代名詞及如包含在Random House Webster’s Unabridged Dictionary，第二版中之同 義詞均列入參考。最後，所有列在「列入本專利申請案中 做爲參考之文件一覽表」中之文件或其他訊息說明陳述或 隨此申請案提出之引證案均隨附於本案並且列入參考，但 是關於上述之每一個中，若列爲參考之訊息或陳述被認爲 與本發明或這些發明不符合時，此陳述即被認爲非申請人 所提出之陳述。 φ 因此須了解，申請人在此提出之申請專利範圍至少有：i ) 在此揭示及敘述之每一種水控制致動器裝置，i i )在& 示及敘述之相關方法，i i i )這些裝置及方法之類似、均等 、及甚至隱含之變化，iv)這些完成每個顯示之功能的替代 設計被揭示及說明，v )這些完成每個顯示之功能的替代設 計及方法對完成所揭示及說明者爲隱含性，v i )每個顯$ 2 特徵，元件及步驟爲分離且爲獨立發明，vii)由揭示自勺許 -73-1292002 is attached to member 439' and then secured to or as part of the rest of the pivoting and securing configuration. Referring to Figures 9, 6, 7 and 9 8, there are three different hinges - one "S" hinge, one integral digital 8-chain hinge, and one patterned digital 8-shaped hinge - - Each is an object within the scope of the invention. The hinges shown in Figures 87a and 87b may be referred to as "W" hinges. The hinge itself inherently contains many applications other than water control, each of which is newly invented and patentable. It will be readily apparent from the foregoing that the basic concepts of the invention are encompassed in many aspects. It includes water control and actuator technology and equipment to perform proper water control or actuation. In this application, water control techniques are disclosed as part of the results achieved by a number of such devices, and the steps inherent in the application. It is purely a natural result of using the device. In addition to this, although some devices have been disclosed, it is to be understood that these not only accomplish certain methods but can also vary in many ways. It is important that all of these variations are included in this disclosure with respect to all of the above. The discussion in this application is intended to serve as a basic description. _ It is important to understand that the specific discussion does not clearly explain all possible embodiments; many alternatives are unspeakable. It is also not possible to fully explain the true nature of the invention, and it is not obvious that each feature or element can be practically a broader function or representative of many alternative or equivalent elements. Again, these are beyond the scope of this article. Although the invention is described in terms of device-oriented nouns, each element of the device implicitly performs a function. The scope of the patent application is not only included in the described device, but also the method or the scope of the patent application can be included to show the present invention and the functions performed by each component. Neither the description nor the noun is used to limit the scope of the patent application scope of the present application. It is also to be understood that many variations are possible without departing from the essence of the invention. This change is also implicitly included in the description. They are still within the scope of the invention. The present invention is to be construed as being limited by the scope of the invention, and the invention, and the scope of the invention. It is to be understood that this terminology change and the broad patent range application are completed in this application. This patent application is hereby incorporated by reference in its entirety in its entirety in its entirety in the entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire entire all all all all all all all all Further, many of the elements of the invention and the scope of the claims can be achieved in many ways. It is to be understood that the description includes every such variation, which can be a variation of one embodiment of any device embodiment, a method, or a program embodiment, or even a variation of any of these elements. In particular, it is to be understood that the present specification is directed to the elements of the present invention, and that the terms of each element may be equivalent to the terms of the device noun or method, or even the function or the result. This equivalent, broader, or even more authentic term must be considered to be included in the description of each element or function. This term can be substituted when it is intended to clearly state the implicit broad scope of the name given to the invention. As an example, it is to be understood that all functions are expressed by means of the action or by an element that causes the effect. Similarly, each disclosed physical component must be understood to contain an explanation of the effect that the physical component is capable of. -72- 1292002 · · Take this last embodiment as an example. The term "actuator" or "actuator" must be understood to include the role of "actuation" - whether or not it is discussed explicitly and vice versa. In the event of a valid "actuation" effect, this description should be understood to include instructions for the "actuator" or "actuator". This change or alternative noun must be understood to be clearly included in the description. Any legal provisions, regulations, rules, or rules referred to in this patent application; or patents, announcements, or other reference documents are hereby incorporated by reference. In addition, the terms used for each use must be understood, unless the use in this application does not correspond to its interpretation, the general dictionary definition must be understood in every H nouns, and all definitions, alternative nouns and Random House Webster's Unabridged Dictionary, the synonym for the second edition, is included in the reference. Finally, all documents or other message descriptions listed in the "List of Documents Listed in this Patent Application" or references cited in this application are attached to the case and are included in the reference, but In each of these, if the information or statement listed as a reference is considered to be inconsistent with the invention or the invention, the statement is considered to be non-applicant's statement. φ Accordingly, it is to be understood that the applicant's patent claims are at least: i) each of the water control actuator devices disclosed and described herein, ii) related methods in & description and description, iii) these devices And similar, equal, and even implicit changes to the methods, iv) these alternative designs for performing each of the displayed functions are disclosed and illustrated, v) these alternative designs and methods for performing each of the displayed functions are disclosed The interpreter is implicit, vi) each $2 feature, component and step are separated and are independent inventions, vii) revealed by Xu-73-

1292002 多系統或元件所強化的應用，V i i i )由此系統或元件所生產 之最終產品，及i X )上文所敘述且參考任何附屬例子之方法 及裝置，X )揭示之每個元件之許多結合及變化，及X i )依附 在每個獨立申請專利範圍或顯現之觀念之每一個可能之依 附項申請專利範圍。在此方面須了解，爲了實際上之原因 及爲了避免增加可能之數百項申請專利範圍，本申請人最 後僅提出最初之依附項。須了解必須多少在新的民事法之 下獲得支持一包括但是不限於歐洲專利會議條款1 23 ( 2 )及 美國專利法35USC1 32或其他相關法律一而容許在一項獨立 項申請專利範圍或觀念下加入任何不同的依附項或其他元 件以做爲在任何其他獨立項申請專利範圍或觀念下之依附 項或元件。又，當使用時，依然傳統申請專利範圔之解釋 ，傳統的語句「包括」之使用係被用來維持「開口端」之 申請專利範圍。因此，除非本文需要，否則須了解，名詞 「comprise」或「comprising」意指含有任何其他元件或 步驟或元件或步驟之群組，而非排除任何其他元件或步驟 或元件或步驟之群組。此名詞必須以最寬之方式解釋，以 使申請人享有法律上可容許之最寬範圍。 - 7 4 -1292002 Multi-system or component-enhanced applications, V iii ) final products produced by such systems or components, and i X) methods and apparatus described above and with reference to any of the accompanying examples, X) Many combinations and variations, and X i ) are attached to each of the possible dependent claims of each independent patent application or manifestation. In this regard, it is important to understand that, for practical reasons and to avoid increasing the number of possible hundreds of patent applications, the Applicant will only submit the initial dependency. It is important to know how much must be supported under the new civil law, including but not limited to the European Patent Conference Clause 1 23 (2) and the US Patent Act 35 USC1 32 or other relevant laws, allowing for the scope or concept of patent application in an independent project. Any additional dependents or other elements are added as an attachment or element under the scope or concept of patent application in any other separate item. Moreover, when used, it is still the interpretation of the traditional patent application, and the use of the traditional statement "include" is used to maintain the patent range of the "open end". Therefore, unless otherwise required, the term "comprise" or "comprising" is intended to mean any other element or step or group of steps or steps, and does not exclude any other elements or steps or groups of elements or steps. This term must be interpreted in the broadest sense to give the applicant the widest range of legally tolerable. - 7 4 -

1292002 · 美國專利文件 文件號碼 曰期 姓名 分類 副分類 申請日期 3,173,269 03/16/65 尹柏特森 61 30 10/13/61 3,786,638 01/22/74 費雪 61 30 06/27/72 3,855,800 12/24/74 甘欽諾帝 61 29 10/18/73 4,299,514 11/10/81 村松等人 405 115 09/07/79 4,330,224 05/18/82 村松等人 405 115 03/03/80 4,498,810 02/12/85 村松等人 405 115 02/27/81 4,780,024 10/25/88 歐柏梅耶等人 405 115 06/05/87 4,836,713 06/06/89 村松等人 405 115 10/14/86 4,877,351 10/31/89 江浪 405 86 09/01/88 4,877,352 10/31/89 圖托等人 405 104 02/10/89 4,909,666 03/20/90 高崎等人 405 115 07/28/89 5,067,851 11/26/91 藤澤等人 405 115 12/27/90 5,092,707 03/03/92 歐柏梅耶等人 405 92 10/25/90 5,230,585 07/27/93 藤澤等人 405 115 06/16/92 5,318,381 06/07/94 江浪等人 405 115 04/29/91 5,538,360 07/23/96 歐柏梅耶 405 115 03/02/92 5,642,963 07/01/97 歐柏梅耶 405 100 08/24/95 5,709,502 01/20/98 歐柏梅耶 405 87 08/23/95 5,713,699 02/03/98 歐柏梅耶等人 405 115 06/15/95 5,879,767 03/09/99 松島等人 428 35.2 08/27/96 6,019,898 02/01/00 約翰遜等人 210 260 06/23/98 6,102,620 08/15/00 村松 405 115 01/08/99 6,328,840 12/11/01 高野等人 156 219 01/05/98 6,346,163 02/12/02 溝田 156 266 03/22/00 6,348,120 02/19/02 高崎等人 156 304.3 05/29/97 -75-1292002 · US Patent Document Numbers Periodic Name Classification Sub-category Application Date 3,173,269 03/16/65 Yin Paterson 61 30 10/13/61 3,786,638 01/22/74 Fisher 16 30 06/27/72 3,855,800 12/ 24/74 Ganchino Emperor 61 29 10/18/73 4,299,514 11/10/81 Muramatsu et al 405 115 09/07/79 4,330,224 05/18/82 Muramatsu et al 405 115 03/03/80 4,498,810 02/12 /85 Muramatsu et al 405 115 02/27/81 4,780,024 10/25/88 Obermeyer et al. 405 115 06/05/87 4,836,713 06/06/89 Muramatsu et al 405 115 10/14/86 4,877,351 10/31/ 89 江浪405 86 09/01/88 4,877,352 10/31/89 Tuto et al. 405 104 02/10/89 4,909,666 03/20/90 Takasaki et al. 405 115 07/28/89 5,067,851 11/26/91 Fujisawa Et al. 405 115 12/27/90 5,092,707 03/03/92 Obermeyer et al 405 92 10/25/90 5,230,585 07/27/93 Fujisawa et al 405 115 06/16/92 5,318,381 06/07/94 Jiang Lang Et al. 405 115 04/29/91 5,538,360 07/23/96 Obermeyer 405 115 03/02/92 5,642,963 07/01/97 Obermeyer 405 100 08/24/95 5,709,502 01/20/98 Obermeyer 405 87 08 /23/95 5,713,699 02/03/98 Baimeiye et al. 405 115 06/15/95 5,879,767 03/09/99 Songdo et al. 428 35.2 08/27/96 6,019,898 02/01/00 Johnson et al. 210 260 06/23/98 6,102,620 08/15/00村松405 115 01/08/99 6,328,840 12/11/01 Takano et al. 156 219 01/05/98 6,346,163 02/12/02 Gully 156 266 03/22/00 6,348,120 02/19/02 Takasaki et al. 156 304.3 05 /29/97 -75-

1292002 外國專利文件 審查官姓 文件號碼 日期 國家 分類 副分類 翻譯 名首字 有 Μ j\\\ 7-233517 JP 95/09/05 日本 E02B7 20 X 8-134876 JP 96/05/28 曰本 E02B7 20 X 8-165632 96/06/25 曰本 E02B7 20 X 8-294968 96/11/12 曰本 B29C 65 02 X 9-137434 97/05/27 日本 E02B7 20 X 10-60872 98/03/03 日本 E02B8 08 X 10-82034 98/03/31 日本 E02B7 20 X 10-204851 98/08/04 曰本 E02B7 20 X 11-200347 98/07/27 日本 E02B7 20 X 11-256554 99/09/21 曰本 E02B7 20 X 11-303049 99/11/02 曰本 E02B7 20 X 11-303050 99/11/02 日本 E02B7 20 X 11-303051 99/11/02 曰本 E02B7 20 X 11-336056 99/12/07 日本 E02B7 20 X 2000-240043 00/09/05 日本 E02B7 20 X 2000-297419 00/10/24 日本 E02B7 20 X 2000-297421 00/10/24 曰本 E02B7 20 X 0 524 805 11.01.95 歐洲 E02B7 00 X 0 726 364 11.04.01 歐洲 E02B3 10 X 1164542(摘要） 01/06/19 日本 E02B7 54 1 152739(摘要） 01/06/05 日本 E05F7 6 1 152733(摘要） 01/06/05 日本 E02B7 40 1 132322(摘要） 01/05/15 日本 E02B15 4 12920021292002 Foreign patent document examiner's surname file number date national classification sub-category translation name first word has Μ j\\\ 7-233517 JP 95/09/05 Japan E02B7 20 X 8-134876 JP 96/05/28 曰本 E02B7 20 X 8-165632 96/06/25 曰本 E02B7 20 X 8-294968 96/11/12 曰本B29C 65 02 X 9-137434 97/05/27 Japan E02B7 20 X 10-60872 98/03/03 Japan E02B8 08 X 10-82034 98/03/31 Japan E02B7 20 X 10-204851 98/08/04 E本 E02B7 20 X 11-200347 98/07/27 Japan E02B7 20 X 11-256554 99/09/21 曰本 E02B7 20 X 11-303049 99/11/02 曰本 E02B7 20 X 11-303050 99/11/02 Japan E02B7 20 X 11-303051 99/11/02 曰本 E02B7 20 X 11-336056 99/12/07 Japan E02B7 20 X 2000-240043 00/09/05 Japan E02B7 20 X 2000-297419 00/10/24 Japan E02B7 20 X 2000-297421 00/10/24 曰本 E02B7 20 X 0 524 805 11.01.95 Europe E02B7 00 X 0 726 364 11.04.01 Europe E02B3 10 X 1164542 (abstract) 01/06/19 Japan E02B7 54 1 152739 (abstract) 01/06/05 Japan E05F7 6 1 152733 (abstract) 01/06/05 Japan E02B7 40 1 132322 (abstract) 01/05/15 Japan E02B15 4 1292002

1107339(摘要） 01/04/17 日本 E02B7 20 290980(摘要） 00/10/17 日本 E02B08 8 290974(摘要） 00/10/17 日本 E02B07 129991(摘要） 00/05/09 曰本 E05D3 6 080631 (摘要） 00/03/21 日本 E02B7 20 1 1269856(摘要） 99/10/05 日本 E02B7 26 11229359(摘要） 99/08/24 曰本 E02B7 20 1 1229357(摘要） 99/08/24 日本 E02B7 20 11200350(摘要） 99/07/27 日本 E02B8 8 11 140843(摘要） 99/05/25 曰本 E02B3 4 10282028(摘要） 98/10/23 日本 G01N27 02 10168861(摘要） 98/06/23 曰本 E02B7 20 10005757(摘要） 98/01/13 日本 C02F1 40 9195250(摘要） 97/07/29 日本 E02B7 20 9151444(摘要） 97/06/10 曰本 E02B7 20 9151443(摘要） 97/06/10 曰本 E02B7 20 9137631 (摘要） 97/05/27 日本 E04H9 14 9137435(摘要） 97/05/27 日本 E02B7 36 9125350(摘要） 97/05/13 曰本 E02B7 36 9125349(摘要） 97/05/13 日本 E02B7 20 9125348(摘要） 97/05/13 日本 E02B7 20 9119125(摘要） 97/05/06 日本 E02B7 20 9119124(摘要） 97/05/06 曰本 E02B7 20 9051732(摘要） 97/02/25 日本 A01G02500 08232248(摘要） 96/09/10 曰本 E02B8 81107339(Abstract) 01/04/17 Japan E02B7 20 290980(abstract) 00/10/17 Japan E02B08 8 290974 (abstract) 00/10/17 Japan E02B07 129991 (abstract) 00/05/09 曰本E05D3 6 080631 ( Abstract) 00/03/21 Japan E02B7 20 1 1269856 (abstract) 99/10/05 Japan E02B7 26 11229359 (abstract) 99/08/24 E本 E02B7 20 1 1229357 (abstract) 99/08/24 Japan E02B7 20 11200350 (Abstract) 99/07/27 Japan E02B8 8 11 140843(abstract) 99/05/25 曰本 E02B3 4 10282028(abstract) 98/10/23 Japan G01N27 02 10168861(abstract) 98/06/23 曰本 E02B7 20 10005757(Abstract) 98/01/13 Japan C02F1 40 9195250(abstract) 97/07/29 Japan E02B7 20 9151444(abstract) 97/06/10 曰本 E02B7 20 9151443(Abstract) 97/06/10 曰本 E02B7 20 9137631 (abstract) 97/05/27 Japan E04H9 14 9137435 (abstract) 97/05/27 Japan E02B7 36 9125350 (abstract) 97/05/13 曰本 E02B7 36 9125349(abstract) 97/05/13 Japan E02B7 20 9125348 (Abstract) 97/05/13 Japan E02B7 20 9119125 (Abstract) 97/05/06 Japan E02B7 20 9119124(abstract) 97/05/06 E本 E02B7 20 9051732(abstract) 97/02/25 Japan A01G02500 08232248(abstract) 96/09/10 transcript E02B8 8

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1292002 · I I I .其他文件（包括作者，名稱，日期，相關頁數等） _ agMsassaaa:. ：ι剛,,i aaa=as=! srasaam f=s=a=aegsai!iaaaaBBB ' ι "" ' 1 1 i 「部隊水力結構之結冰控制之發展」美國陸軍工兵：寒冷地區硏 究及工程實驗室；第31頁，2001年11月__ 「環境能量相關事業」，h t t p : / / h 〇 k 〇 k u—二 kogyo.co. ip/eg/energy/index.htm,4/25/2002£卩出，1 M__ 「Hochwasserschutz m i t . Μ o b i 1 e1ementen」，Wasserbaq in1292002 · III. Other documents (including author, name, date, related pages, etc.) _ agMsassaaa:. : ι刚,, i aaa=as=! srasaam f=s=a=aegsai!iaaaaBBB ' ι "" ' 1 1 i "Development of Icing Control of Force Hydraulic Structures" US Army Engineers: Cold Area Research and Engineering Laboratory; Page 31, November 2001 __ "Environmental Energy Related Business", http : / / h 〇k 〇ku-two kogyo.co. ip/eg/energy/index.htm, 4/25/2002 £, 1 M__ "Hochwasserschutz mit . Μ obi 1 e1ementen", Wasserbaq in

Niedersterrfic______ 「北國世界」，http://hokoku- kogyp.co. ip/eg/seihin.htm,4/25/2002 EP tii ， 1 M____Niedersterrfic______ "Northern World", http://hokoku- kogyp.co. ip/eg/seihin.htm, 4/25/2002 EP tii , 1 M____

「以斜接閘凹入壁上之塑膠減少結冰」，REMR技術註解HY-N - 1 · l〇 ，附錄 6，1 9 9 4_ _ 「SR結合可膨脹水壩」，公共事務硏究中心，檢驗及認證申請人 ，東京貿易株式會社，新瀉縣機械電子株式會社，及良田鐵工株 式會社，2000年 12月__一 「水包護」，北國工業株式會社___ 美國陸軍工兵，含有放水閘部之可供航運水壩，板號1 1-24，1996 年四月_一"Reducing icing by plastics that are recessed into the wall", REMR Technical Notes HY-N - 1 · l〇, Appendix 6, 1 9 9 4_ _ "SR combined with inflatable dam", Public Affairs Research Center, Applicant for Inspection and Certification, Tokyo Trading Co., Ltd., Niigata Prefecture Mechatronics Co., Ltd., and Ryota Iron Works Co., Ltd., December 2000 __ "Water-Containing Protection", Kitakuni Industrial Co., Ltd. ___ US Army Engineers, including The water supply dam is available for shipping dams, board No. 1 1-24, April 1996 _

海因斯等「水閘及水壩處之空氣-噴水式飮水口系統及高密度聚乙 烯板之結冰緩和」， http: //www.wes , army.mi 1/REMR/bul ls/voll2/no2 / text/bubbler .html，2002年4月29日印出，1頁___ http://web.tiscali.it/iollevtech/habsp.ipg, 7/8/2002 印出 ，1頁__ http://web.tiscali.it/iolleytech/habsp.ipg， 之解釋，1頁一 歐柏梅耶水利工程公司，「水控制解決方案，溢洪道閘，橡膠水壩 及可膨脹水壩」，http://www.obermeyerhvdro.com，4/30/2002; 17 頁__一 2〇〇1年7月9日提出之臨時申請案，60/304,263，「具有減輕之 應力集中的可膨脹物件」 _ 7 8 -Heinz et al. "The sluice of the air-spraying gutter system and the high-density polyethylene plate at the sluice and dam", http: //www.wes, army.mi 1/REMR/bul ls/voll2/no2 / text/bubbler .html, printed on April 29, 2002, 1 page ___ http://web.tiscali.it/iollevtech/habsp.ipg, 7/8/2002 printed, 1 page __ http: //web.tiscali.it/iolleytech/habsp.ipg, Interpretation, 1 page - Obermeyer Water Engineering, "Water Control Solutions, Spillway Gates, Rubber Dams and Expandable Dams", http://www.obermeyerhvdro .com, 4/30/2002; 17 pages __A temporary application filed on July 9, 1st, 60/304, 263, "Expandable objects with reduced stress concentration" _ 7 8 -

12920021292002

— 200 1 年 10 月 13 件及其製造方法 日提出之臨時申請案，60 / 3 29,090, j 「可膨脹物 200 1 年 10 月 18 日提出之臨時申請案，60 / 3 34,870, 「道路洪水 保護及交通屏障 j 2001 年 10 月 19 日提出之臨時申請案，60/343,834, 「道路洪水 保護及具有簡化承裝裝置之交通屏障」 2 〇 〇 2年5月9日提出之臨時申請案，6 0 / 3 7 9，4 0 1，「水控制閘及 其致動器」 SPX動力團隊，可膨脹千斤頂，www.DOwerteam.com， 1 -丨…丨丨· ............ 圖希爾氏「水閘及水壩之受冰影響之元件 冷地區硏究及工程實驗室；2002年2月 , | —y圓—τ—— ! _丨，_ 美國陸軍工兵：寒 五、圖示簡簞説明 須說明者，下列圖示僅爲一或多個實施例，並不構成對 本發明，其實施例，申請專利範圍，或元件之限制。本發 明之其他目的、優點及性能可由下列說明，參考其附圖而 明顯，其中： 第1圖爲一個可膨脹式千斤頂之剖開圖。可膨脹式皮膜3 纏繞在擠出構件2之周圍。空氣通過軟管而經由預成型之 形狀1而被供應； 第2圖係第1圖之可膨脹式千斤頂之剖開平面圖。可膨 脹式皮膜3圍住擠出構件2 ; 第3圖爲第2圖所顯示之剖面。擠出構件2沿著表面8 而黏合到可膨脹式皮膜3，但是未沿著表面7而黏合，也未 沿著接點9之圓形表面黏合。孔5使加壓流體（如加壓空氣） 被傳送到可膨脹式千斤頂之周圍。空氣可從連續縱向之孔5 通過瀑氣孔6而排出； - 79- 1292002 · · 第4，5，6及7圖爲顯示選擇性預成型之彈性接頭，其使 用外軟管配合到內應力消除之外形； 第8圖爲顯示可膨脹式千斤頂在收縮情況時之橫剖面； 第9圖爲顯示可膨脹式千斤頂在膨脹情況時之圖，其內 應力消除之剖面被固定到膨脹裝置之側； 第1 〇圖顯示在收縮情況時之可膨脹式壩體。可膨脹式膜 3利用在上游端1 〇之楔件1 1 a，1 1 b，1 1 c，1 1 d及1 1 e而固定 。若外包覆不需要外夾緊力而被膨脹時，嵌入（或圓周連續 ，或一體黏合，或接頭橫越）層12可防止撕裂。鰭片14包 括在補強層1 6下方的鰭片嵌入件1 5 ; 第1 1圖係第1 0圖之可膨脹式壩體在膨脹狀態時之圖。 可膨脹式皮膜3保持住鰭片1 4及消除應力擠出部2在其適 當位置上。水壩到溢洪道之夾件1 7將可膨脹式壩體保持在 溢洪道地基1 8 (溢洪道）上； 第1 2圖係顯示可膨脹式水壩之另一個實施例，其使用簡 單矩形夾件1 1 8與「逗點」嵌入件21及反撕裂補強1 2連 結。包含有消除應力形狀2及鰭片嵌入件1 5之可膨脹式皮 膜3上的加厚部分位於溢洪道22中之凹部。螺帽20將夾 件1 1 8保持在繋留螺栓1 9上。連到可膨脹式水壩之空氣連 接管24可由對可膨脹式皮膜3之上下相鄰部分之間的空氣 提供一個空間之成型溝23而被連到中空擠出部5。以更通 俗之名詞表示，至少一層可膨脹式氣囊皮膜1 002之一段可 被用來圍住一個空間（可稱爲皮膜空間），其可流體響應 (fluidically responsive)於空氣輸送接頭（或加壓流體元 1292002 · · 件）24所形成的空間1 00 3，及被圍住嵌入元件1 004之縱 向空間所圍住的縱向空間5。皮膜空間亦可流體響應於一個 氣囊內部-到-縱向空間流體輸送孔。當以連接到空氣輸送 接頭24之真空系統將可膨脹式水壩之內壓力降低到大氣壓 力以下時，可膨脹式水壩較不易產生流動誘導振動之破壞 。此會使皮膜3緊緊黏住嵌入件2，因而在習知設計造成破 壞問題之所在處形成一個更堅硬之結構； 第1 3圖係類似於第1 2圖所顯示之可膨脹式水壩在膨脹 狀態。嵌入件21提供對夾緊棒1 1 8之正向啣接。凹部22 可被發現在溢洪道18中； 第14圖係本發明一個氣動式溢洪道閘之橫剖面圖。釋氣 溝23將空氣輸送接頭24連接到中空之消除應力擠出部2。 閘板24利用絞鏈扣環26而被固定到絞鏈活板25。 第1 5圖係顯示第1 4圖之溢洪道閘的收縮後之空氣囊。 「逗點」狀嵌入件2 1位於平坦部28之上游。穿過平坦部28 之孔29可與第14圖之夾緊棒118組合。絞鏈活板25之放 大部分27防止絞鏈活板從第1 4圖之絞鏈扣環26下方拉出 。防撕裂層1 2可防止空氣囊在未被夾緊或鬆弛之夾緊情況 下裂開； 第1 6圖係顯示一個空氣輸送溝2 3被成型到可膨脹式皮 膜3 ; 第17圖及第18圖係顯示本發明之可膨脹式軟管； 第B 1圖係伸張有四條鋼線橫跨著之框架的透視圖。鋼線 形成可膨脹物件之邊緣，其最內層被顯示被置於鋼線上。 一 8 1 - 1292002 · ⑩ 隨後之層以剖解方式顯示； 第B2圖係可膨脹物件之角部的透視圖’顯示在消除應力 嵌入件內之一個定位桿（或線）； 第B 3圖係可膨脹物件之邊緣在收縮狀態下之剖面圖； 第B4圖係可膨脹物件之邊緣在膨脹狀態下之剖面圖； 第B5圖係僅定位於形成物件之形狀及尺寸之拉緊的鋼線 或纜線上之矩形箱狀可膨脹物件的鬆驰布層之透視圖； 第B6圖係以本發明方法所製造之溢洪道閘致動器之剖面 視圖； 第B7圖係第B6圖可膨脹式致動器之剖面視圖，顯示與 溢洪道閘系統之其他元件連結並且顯示在膨脹位置之狀態 第B8圖係第B7圖之A-A剖面圖，顯示成型到可膨脹式 空氣囊之內表面的空氣輸送溝； 第B9圖顯示形成與輔助鋼線連結之鋼線的邊緣之配置， 其目的在限制形成鋼線之邊緣的撓度； 第B10圖顯示用來形成矩形可膨脹式空氣囊之邊緣用之 四條鋼線，以及用來形成與空氣囊做成一體之絞鏈活板之 位置用的第五條鋼線； 第B 1 1圖顯示使用單一鋼線以形成矩形之所有四個邊緣 ，其被用來製造矩形可膨脹式「枕狀」； 第B 1 2圖一個可膨脹物件之邊緣及與一個可膨脹物件可 在其內硬化之相關模具之透視剖開圖； 第B 1 3圖顯示偏壓囊層（p 1 y )層相對於鋼線之外形圖，其 -82- 1292002 · ❿ 隨後在鋼線周圍被摺疊； 第B1 4圖係裝設在形成鋼線的邊緣上之軟管的雙頭螺紋 接頭之透視圖，鋼線係與在硬化時用來保持開放的流體通 道用之可移除管子連結； 第B1 5圖係一個完全順從且膨脹之減應力、收縮後之空 氣囊摺疊皮膜元件之橫剖面圖； 第B 1 6圖係一種習知設計型式在收縮後空氣囊摺疊附近 之可膨脹彈性水壩之橫剖面圖； 第C1圖係顯示與交通相容且在升高位置之道路洪水保護 攔水閘之剖面視圖； 第C2圖係顯示第C 1圖中所示之閘的細部剖面視圖，顯 示絞鏈與空氣囊連接之細節； 第C3圖係本發明之剖面視圖，顯示一個閘在其與作動空 氣囊收縮後相關之降低位置； 第C4圖係本發明之剖面視圖，顯示第C3圖之閘在其升 高位置，其作動空氣囊被膨脹； 第C5圖絞鏈組合之平面圖，其中未顯示橡膠覆蓋； 第C6圖係第C5圖之絞鏈的A-A剖面圖，顯示有橡膠覆 蓋； 第C7圖係以重量輕的複合材料製成之絞鏈之圖； 第C8圖係顯示在其升高位置之道路洪水攔水閘組合之圖 第C9圖係顯示在其降低位置之第C8圖的閘之圖； 第C 1 0圖係鐵路洪水攔水閘在其降低位置之剖面圖； 1292002 · · 第C 1 1圖係第c 1 0圖之閘的剖面圖； 第C 1 2圖係第c 1 0圖之閘在其升高位置的剖面視圖； 第C 1 3圖係第C 1 2圖之閘的端視圖； 第C14圖係第C3及C4圖之閘在其升高位置的透視圖； 第C 1 5圖係不同型式之夾件的橫剖面圖； 第D1圖係顯示與交通相容且在升高位置之道路洪水保護 攔水閘之剖面視圖； 第D2圖係第D 1圖所顯示之閘的側密封之細部剖面圖； 第D 3圖係第D 1圖所顯示之閘的剖開圖； 第D4圖係第D3圖之Β-Β剖面圖； 第D5圖係第D1圖之閘系統的埋入框架之平面圖； 第D6圖係交錯之空氣囊連接構造之剖面圖； 第D7圖係第D1圖之絞鏈區域的細部剖面圖，顯示閘被 降低； 第Ε1圖係安裝在水壩溢洪道上之本發明一個實施例之下 游側之透視圖； 第Ε2圖係係安裝在水壩溢洪道上之第Ε1圖的本發明之 實施例的下游側之封閉透視圖； 第Ε3圖係第Ε1及Ε2圖所顯示之本發明實施例之剖面視 圖，顯示閘在與作動空氣囊膨脹時相關之升高位置上； 第Ε4圖本發明之一個實施例以洪水保護攔水閘型式之透 視圖； 第Ε5圖係第Ε4圖之實施例在其升高位置之以洪水保護 攔水閘型式之剖面視圖； 一 84- 1292002 · · 第E6圖第E4及E5圖之實施例之剖面視圖，其中閘板在 其降低位置； 第E7圖係本發明之一個實施例之剖面視圖，其特點爲有 自動開動機構； 第E8圖係第E7圖之部分之圖； 第El 1圖係第E4到E6圖所顯示之本發明的實施例之絞 鏈部分例子之透視圖； 第E12圖係第E4到E6圖及第El 1圖所顯示之本發明的 實施例之絞鏈部分例子之平面圖； 第60a，60b，及60c圖係顯示本發明一個實施例之空氣囊 的橫剖面圖； 第63, 64及65圖係顯示本發明一個實施例之空氣接頭之 橫剖面圖； 第66及67圖係顯示本發明一個實施例之空氣囊之一部 分及其相關之空氣接頭之圖； 第68圖係顯示本發明一個實施例之局部建造之空氣囊的 一部分及其相關之空氣接頭之圖； 第69圖係顯示本發明一個實施例之空氣接頭的平面圖； 第7 0圖係顯示第6 9圖本發明一個實施例之空氣接頭的 視圖； 第71圖係顯示第60至70圖之本發明空氣接頭的橫剖面 圖； 第7 2 a圖係顯示本發明一個實施例之橋墩板的視圖； 第7 2b圖係顯示本發明一個實施例之橋墩板的水及閘側 - 8 5 -— Provisional application for the date of October 13, 2001 and its method of manufacture, 60 / 3 29, 090, j "Provisional application for swellables on October 18, 2001, 60 / 3 34, 870, "Road floods Protection and traffic barriers j Provisional application dated 19 October 2001, 60/343, 834, "Road flood protection and traffic barriers with simplified installations" 2 Provisional application on May 9, 2, 6 0 / 3 7 9,4 0 1, "Water Control Gate and Its Actuator" SPX Power Team, Expandable Jack, www.DOwerteam.com, 1 -丨...丨丨· ........ .... Tuhil's "Study on the Cold Regions of Dams and Dams in Cold Areas Research and Engineering Laboratory; February 2002, |y circle-τ - ! _丨,_ US Army Engineers: Cold BRIEF DESCRIPTION OF THE DRAWINGS The following illustrations are merely one or more embodiments and are not intended to limit the invention, the embodiments, the scope of the application, or the limitations of the elements. The performance can be apparent from the following description with reference to the accompanying drawings, wherein: Figure 1 is a A cut-away view of the expansion jack. The inflatable film 3 is wound around the extruded member 2. The air is supplied through the hose through the preformed shape 1; Figure 2 is the expandable jack of Figure 1. The plan view is cut away. The expandable film 3 encloses the extruded member 2; Fig. 3 is the cross section shown in Fig. 2. The extruded member 2 is bonded to the expandable film 3 along the surface 8, but not along the surface. 7 is bonded and does not adhere along the circular surface of the joint 9. The hole 5 allows a pressurized fluid (such as pressurized air) to be delivered around the expandable jack. The air can pass through the continuous longitudinal hole 5 through the waterfall hole 6 and discharge; - 79- 1292002 · · Figures 4, 5, 6 and 7 are flexible joints showing selective preforming, which use an outer hose to fit into the internal stress relief shape; Figure 8 shows the expandable shape The cross section of the jack in the contraction condition; Fig. 9 is a view showing the expansion jack in the case of expansion, the section of the internal stress relief is fixed to the side of the expansion device; the first diagram shows the case of contraction Expanded dam body. Expandable membrane 3 utilization The upper end 1 〇 wedge members 1 1 a, 1 1 b, 1 1 c, 1 1 d and 1 1 e are fixed. If the outer cover is expanded without an external clamping force, it is embedded (or circumferentially continuous, Or integrally bonded, or the joint traverses the layer 12 to prevent tearing. The fin 14 includes a fin insert 15 below the reinforcing layer 16; the eleventh figure is the inflatable dam of the tenth figure Figure in the expanded state. The expandable membrane 3 holds the fins 14 and the stress relief extrusion 2 in place. The dam to spillway clamp 17 holds the expandable dam on the spillway foundation 18 (the spillway); Figure 12 shows another embodiment of the expandable dam using a simple rectangular clamp 1 1 8 It is connected to the "comic point" insert 21 and the reverse tear reinforcement 1 2 . The thickened portion of the expandable film 3 including the stress relief shape 2 and the fin insert 15 is located in the recess in the spillway 22. The nut 20 holds the clamp 1 1 8 on the mooring bolt 1 9 . The air connection pipe 24 connected to the inflatable dam can be connected to the hollow extrusion portion 5 by a molding groove 23 which provides a space for the air between the upper and lower portions of the inflatable film 3. In more general terms, at least one segment of the inflatable balloon membrane 1 002 can be used to enclose a space (which can be referred to as a membrane space) that is fluidically responsive to the air delivery joint (or pressurized) The space 1 00 3 formed by the fluid element 1292002 · · 24) and the longitudinal space 5 enclosed by the longitudinal space of the embedded component 1 004. The membrane space may also be fluidly responsive to a balloon internal-to-longitudinal space fluid delivery orifice. When the pressure within the expandable dam is reduced below atmospheric pressure by a vacuum system connected to the air delivery joint 24, the expandable dam is less susceptible to flow induced vibration damage. This causes the film 3 to adhere tightly to the insert 2, thus forming a stiffer structure where the conventional design causes damage; Figure 13 is similar to the expandable dam shown in Figure 12. Inflated state. The insert 21 provides a positive engagement with the clamping bar 1 18 . The recess 22 can be found in the spillway 18; Figure 14 is a cross-sectional view of a pneumatic spillway gate of the present invention. The air release groove 23 connects the air delivery joint 24 to the hollow stress relief extruding portion 2. The shutter 24 is fixed to the hinge flap 25 by means of a hinge clasp 26. Figure 15 shows the contracted air sac of the spillway gate of Figure 14. The "comma" shaped insert 21 is located upstream of the flat portion 28. The hole 29 passing through the flat portion 28 can be combined with the clamping rod 118 of Fig. 14. Most of the hinges 25 are prevented from pulling out the hinge flaps from below the hinge clasp 26 of Figure 14. The tear-resistant layer 12 prevents the air bladder from cracking without being clamped or slackened; Figure 16 shows an air transport groove 23 formed into the inflatable membrane 3; Figure 17 and Figure 18 is a view showing the expandable hose of the present invention; Figure B1 is a perspective view of a frame in which four steel wires are stretched across. The steel wire forms the edge of the expandable article and its innermost layer is shown placed on the steel wire. A 8 1 - 1292002 · 10 subsequent layers are shown in a dissecting manner; B2 is a perspective view of the corner of the expandable article 'showing a positioning rod (or line) in the stress relief insert; Figure B 3 A cross-sectional view of the edge of the expandable article in a contracted state; Figure B4 is a cross-sectional view of the edge of the expandable article in an expanded state; Figure B5 is a tensioned steel wire that is only positioned to form the shape and size of the article or A perspective view of a relaxed layer of a rectangular box-like expandable article on a cable; a B6 view is a cross-sectional view of a spillway gate actuator manufactured by the method of the present invention; and a B7 diagram of a B6 diagram of an expandable actuation A cross-sectional view of the device showing the state of the expansion gate position and showing the state in the expanded position. Figure B8 is an AA cross-sectional view of the B7 diagram showing the air delivery groove formed into the inner surface of the inflatable air bag; Figure B9 shows the arrangement of the edges of the steel wire forming the connection with the auxiliary steel wire for the purpose of limiting the deflection of the edge forming the steel wire; Figure B10 shows four of the edges for forming the edge of the rectangular inflatable air bag. a wire, and a fifth steel wire for forming a position of the hinge flap integral with the air bladder; Figure B1 1 shows the use of a single steel wire to form all four edges of the rectangle, which are used Manufacturing a rectangular expandable "pillow shape"; Figure B1 2 is a perspective cutaway view of an edge of an expandable article and a mold associated with hardening an expandable article therein; Figure B1 3 shows a biased bladder The layer (p 1 y ) layer is shaped relative to the steel wire, and its -82-1292002 · ❿ is then folded around the steel wire; the B1 4 figure is mounted on the double end of the hose forming the edge of the steel wire A perspective view of a threaded joint in which the steel wire is attached to a removable tube for maintaining an open fluid passage during hardening; Figure B1 5 is a fully compliant and expanded reduced stress, contracted airbag folded membrane element Cross-sectional view; Figure B16 is a cross-sectional view of a conventionally designed version of an inflatable elastic dam near the collapse of the air pocket after contraction; Figure C1 shows a road flood that is compatible with traffic and in an elevated position Sectional view of the protection gate; Figure C2 A detailed cross-sectional view showing the gate shown in Figure C1 showing details of the connection of the hinge to the air bladder; Figure C3 is a cross-sectional view of the present invention showing a lowered position of the gate associated with contraction of the actuating airbag Figure C4 is a cross-sectional view of the present invention showing that the gate of Figure C3 is in its raised position and its actuating air bladder is inflated; Figure C5 is a plan view of the hinge assembly in which rubber coverage is not shown; Figure C6 is AA cross-section of the hinge of the C5 diagram showing rubber coverage; Figure C7 is a diagram of a hinge made of a lightweight composite material; Figure C8 shows the road floodgate combination in its elevated position Figure C9 is a diagram showing the gate of Figure C8 in its lowered position; Figure C 10 is a sectional view of the railway floodgate at its lowered position; 1292002 · · C 1 1 Figure c 1 0 A cross-sectional view of the gate of the diagram; a C 1 2 diagram is a cross-sectional view of the gate of the c 1 0 diagram at its elevated position; a C 1 3 diagram is an end view of the gate of the C 1 2 diagram; A perspective view of the gates of the C3 and C4 diagrams in their raised positions; the C 15 diagrams are clips of different types Cross-sectional view; Figure D1 shows a cross-sectional view of a road flood protection barrier that is compatible with traffic and in an elevated position; Figure D2 is a detailed sectional view of the side seal of the gate shown in Figure D1; D 3 is a cross-sectional view of the gate shown in Figure D1; Figure D4 is a cross-sectional view of the D3 diagram of the D3 diagram; and Figure D5 is a plan view of the buried frame of the gate system of the D1 diagram; A cross-sectional view of the airbag connection structure in a staggered manner; a detailed sectional view of the hinge region of the D1 diagram in the D7 diagram, showing that the gate is lowered; and a first diagram is installed downstream of an embodiment of the invention on the dam spillway a perspective view of the side; a second perspective view of the downstream side of the embodiment of the present invention mounted on the dam spillway in Fig. 1; Fig. 3 is a view of the embodiment of the invention shown in Figs. A cross-sectional view showing the gate in a raised position associated with the expansion of the actuating air bag; Figure 4 is a perspective view of a flood protection type of the floodgate of the embodiment of the invention; Figure 5 is an embodiment of Figure 4 Flood protection gate type with elevated position Sectional view; a view of an embodiment of the E6 diagrams E4 and E5, wherein the shutter is in its lowered position; and Figure E7 is a cross-sectional view of one embodiment of the invention, characterized by Automatically actuating mechanism; Figure E8 is a diagram of a portion of Figure E7; Figure El 1 is a perspective view of an example of a hinge portion of an embodiment of the present invention shown in Figures E4 to E6; Figure E12 is for E4 A plan view of an example of a hinge portion of an embodiment of the present invention shown in an E6 diagram and an El 1 diagram; and 60a, 60b, and 60c are cross-sectional views showing an airbag according to an embodiment of the present invention; And Fig. 65 is a cross-sectional view showing an air joint of one embodiment of the present invention; and Figs. 66 and 67 are views showing a portion of the air bladder of an embodiment of the present invention and its associated air joint; Fig. 68 is a view showing the present A diagram of a portion of a partially constructed air bladder of an embodiment and its associated air joint; Fig. 69 is a plan view showing an air joint of one embodiment of the present invention; and Fig. 70 shows a sixth embodiment of the present invention. Air connection of the embodiment Figure 71 is a cross-sectional view showing the air joint of the present invention shown in Figures 60 to 70; Figure 7 2 a is a view showing a pier plate of one embodiment of the present invention; and Figure 7 2b is a view showing the present invention. The water and gate side of the pier plate of the embodiment - 8 5 -

1292002 之圖， 第7 2 c圖係顯示本發明一個實施例之橋墩板的混凝土側 之圖， 第72d圖係顯示與本發明一個實施例之橋墩板相關之混 凝土錨組合之圖； 第7 3圖係顯示第72圖之本發明一個實施例之橋墩板之 平面圖； 第7 4圖係顯示第7 2及7 3圖之本發明一個實施例之橋墩 板的詳細橫剖面圖； n 第7 6圖係本發明一個實施例之溢洪道閘組合之解剖圖； 第7 7圖係第7 6圖之本發明一個實施例之溢洪道閘系統 之透視圖； 第7 8圖係本發明一個實施例之板間密封之橫剖面圖； 第7 9圖係本發明一個實施例之橋墩密封之一個實施例之 視圖， 第8 0圖係第7 9圖本發明一個實施例之密封的透視圖； 第8 1圖係本發明一個實施例之板間密封的透視圖； β 第82a圖係本發明一個實施例之橋墩密封之一個實施例 之面對橋墩側之透視圖； 第8 2 b圖係本發明一'個實施例之橋域密封之一^個實施例 之水側之透視圖； 第82c圖係第83圖之一部分的close up 圖； 第82d圖係第82圖之一部分的close up 圖； 第86圖係包含有第82到85圖之橋墩密封的閘系統之解 -86- 1292002 · · 剖圖； 第87a圖係本發明一個實施例之橫剖面圖，顯示閘在升 高位置； 第8 7b圖係第87a圖之閘的橫剖面圖，顯示閘在下降位 置； 第88圖係本發明一個實施例之可膨脹式水壩在其收縮位 置時之平面圖； 第89圖係第88圖本發明一個實施例之可膨脹式水壩在 其收縮位置時之剖面視圖； 第90圖係第88及89圖之可膨脹式水壩在其膨脹位置時 在可膨脹式水壩上方之水流之橫剖面槪圖； 第91圖係第88及90圖之可膨脹式水壩之透視切開圖， 顯示溢流水舌之分布上的表面結構特性之效果； 第92圖係本發明一個實施例之剖面視圖，顯示其在升高 位置； 第93圖係第92圖之實施例的剖面視圖，顯示其在下降 位置； 第94圖係面對第92及93圖之實施例的上游之視圖； 第95圖係第92, 93及94圖之實施例的一部分之平面圖 j 第1 0 1圖係顯示蓄水側頂部可供交通用（如道路）之可膨 脹致動蓄水設備。第1 0 1 a圖顯示升高之狀態。第1 0 1 b圖 顯示下降之狀態。 第1 02圖係顯示海浪（或風暴）可膨脹致動之水控制設備 1292002 · · 。第102a圖顯示一個平面圖。第l〇2b圖顯示升高之狀態 。第102c圖顯示下降之狀態。 第1 0 3圖係顯示可浮動地升高之頂部可供交通用蓄水元 件。第1 0 3 a圖顯示升高之狀態。第1 〇 3 b圖顯示下降之狀 態。 第1 0 4圖顯示在可膨脹致動溢水聞板設備（或系統）中之 複數之橋墩板（在此情況爲鋪瓦蓋配置）° 第1 0 5圖顯示水舌瀑氣設備，其收縮是由做成水舌破碎 器之材料所供給。第1 〇 5 a圖顯示未固定時之角度視圖。第 105b圖顯示固定時之側圖。 第1 06圖顯示水舌瀑氣設備，其收縮是由衝擊折曲元件 所提供。 第1 07圖顯示位於可膨脹水閘板致動器設備與最近的基 地（在此情況爲拱壩）之間的不顯著之扣索。 第107(a)圖顯示後視圖而第107(b)圖顯示側示圖。 第1 08 ( a )圖顯示車輛可行駛防洪閘門在上升位置的實施 例。 第1 08 ( b )圖顯示車輛可行駿防洪閘門在下降位置的實施 例。 第108(c)圖顯示可浮動上升頂部可供交通用途之蓄水裝Figure 1292002, Figure 7 2 c shows a concrete side view of a pier plate of one embodiment of the present invention, and Figure 72d shows a concrete anchor combination diagram associated with a pier plate of an embodiment of the present invention; Figure 7 is a plan view showing a pier plate of an embodiment of the present invention in Figure 72; Figure 7 is a detailed cross-sectional view showing a pier plate of an embodiment of the present invention in Figures 7 and 7; n 7 6 Figure 7 is an anatomical view of a spillway gate assembly of one embodiment of the present invention; Figure 7 is a perspective view of a spillway gate system of an embodiment of the present invention in accordance with Figure 76; Figure 7 is a panel of an embodiment of the present invention Figure 7 is a view of an embodiment of a pier seal of one embodiment of the present invention, and Figure 80 is a perspective view of a seal of an embodiment of the present invention; BRIEF DESCRIPTION OF THE DRAWINGS FIG. 82a is a perspective view of an embodiment of a pier seal according to an embodiment of the present invention facing the side of the pier; FIG. 8 2 b is a view of the present invention 'One of the bridge domain seals of one embodiment ^ A perspective view of the water side of the embodiment; Figure 82c is a close up diagram of a portion of Fig. 83; Fig. 82d is a close up diagram of a portion of Fig. 82; Fig. 86 is a pier containing sections 82 to 85 Solution of Sealed Brake System -86-1292002 · · Sectional view; Section 87a is a cross-sectional view of one embodiment of the present invention showing the gate in the raised position; Figure 8 7b is a cross-sectional view of the gate of Figure 87a Figure 88 is a plan view of the expandable dam of one embodiment of the present invention in its retracted position; Figure 89 is an 88th view of the expandable dam of one embodiment of the present invention in its retracted position Fig. 90 is a cross-sectional view of the flow of the expandable dam above the expandable dam in its expanded position in Fig. 88 and Fig. 89; Fig. 91 is an expandable view of Figs. 88 and 90 A perspective cut-away view of a dam showing the effect of surface structural characteristics on the distribution of the overflowing water tongue; Figure 92 is a cross-sectional view of one embodiment of the present invention showing its elevation position; Figure 93 is the implementation of Figure 92 Sectional view of the example showing its position in the down position Figure 94 is an upstream view of the embodiment of Figures 92 and 93; Figure 95 is a plan view of a portion of the embodiment of Figures 92, 93 and 94. Figure 1 0 1 shows the top of the water storage side. An inflatable actuating water storage device for transportation (such as roads). Figure 1 0 1 a shows the state of the rise. Figure 1 0 1 b shows the state of the drop. Figure 1 02 shows the water control device for surf (or storm) swellable actuation 1292002 · · . Figure 102a shows a plan view. Figure l〇2b shows the state of the rise. Figure 102c shows the state of the drop. Figure 1 0 3 shows a top that can be floated up to the water storage component for transportation. Figure 1 0 3 a shows the state of the rise. The first 〇 3 b diagram shows the state of the drop. Figure 104 shows the number of piers in the swellable actuated overflow device (or system) (in this case, the tile cover configuration) ° Figure 105 shows the water tongue device, its contraction It is supplied by the material that makes the water tongue breaker. Figure 1 a shows an angle view when it is not fixed. Figure 105b shows a side view at the time of fixation. Figure 1 06 shows the water tongue device, the shrinkage of which is provided by the impact flexing element. Figure 07 shows an insignificant clasp between the expandable sluice actuator device and the nearest base, in this case the arch dam. Figure 107(a) shows a rear view and Figure 107(b) shows a side view. Figure 1 08 (a) shows an example of a vehicle with a flood gate in the raised position. Figure 1 08 (b) shows an example of a vehicle with a possible flood gate in the lowered position. Figure 108(c) shows the floating rise top for water storage

1292002 · 元件符號說明 614e 閘板 預成型件（角落構件） 1 la 2 3 3 a 4 5 6 7 8 9 12 14 15 16 彈性接頭 絞鏈管 嵌入元件（應力消除外形） 膨脹氣囊薄膜 可膨脹物件 軟管 _ 孔 通氣孔 表面 區域 實質狹長（橫剖面爲圓滑曲線、半圓筒狀、內收 縮氣囊褶層薄膜表面可接觸元件；圓弧面） 嵌入囊層（ply)(抗撕裂層） 鰭片 _ 應力消除嵌入件 補強層 17 夾緊件 18 溢洪道 18a 凹部 21 嵌入件 23 釋氣溝 -89- 1292002 • · 24 空 氣 接 頭（閘板） 25 絞 鏈 轉 板 26 絞 鏈 扣 IS. 27 放 大 部 分（絞鏈轉板嵌入件） 28 平 坦 部 29 孔 11a， 1 lb，1 1 c， 11' d， lie 元件 45 繩 索 49 固 定 元 件 51 溝 元 件 55 整 平 板 56 密 封 57 扣 rm 58 結 件 59 壁 61 固 定 絞 鏈元件 73 板 間 密 封 75 橋 墩 密 封 79 補 強 索 80 軟 性 轉 板部 81 柔 軟 部 82 橋 墩 密 封-到-地基固定元件 84 楔 狀 部 85 強 化 部 分1292002 · Component Symbol Description 614e Gate Preform (Corner Member) 1 la 2 3 3 a 4 5 6 7 8 9 12 14 15 16 Elastic Jointed Hinged Tube Insertion Element (Strain Relief Profile) Inflatable Airbag Film Expandable Object Soft Tube _ hole vent surface area is substantially long and narrow (transverse section is a smooth curve, semi-cylindrical, inner shrinkable airbag pleated film surface contactable elements; arc surface) embedded in the capsule (pear) (tear resistant layer) fin _ Stress relief insert reinforcement layer 17 Clamping member 18 Spillway 18a Recess 21 Insert 23 Explosion groove -89- 1292002 • · 24 Air connector (shutter) 25 Twisting plate 26 Hinge clasp IS. 27 Enlarged part (twisted Chain plate insert) 28 Flat portion 29 Hole 11a, 1 lb, 1 1 c, 11' d, lie Element 45 Rope 49 Fixing element 51 Groove element 55 Flat plate 56 Seal 57 Buck rm 58 Fitting 59 Wall 61 Fixed twist Chain element 73 Interplate seal 75 Pier seal 79 Reinforcing cable 80 Soft flap part 81 Soft part 82 Pier seal-to-ground fixing element 84 Wedge 85 Reinforced part

-90- 絞鏈構件 面 低摩擦表面 密封面 絞鏈元件 可伸張，底部樞轉才 降低狀態 楔狀（閘板致動器1 滴下平面 夾持棒 內表面 抗彎曲收縮氣囊摺 致動器氣囊 拉緊裝置 囊層（P 1 y )(非黏著 內櫬（彈性層） 第一補強囊層（P 1 y 第2補強囊層（p 1 y 外蓋 可膨脹氣囊製造框 開口 可膨脹物件 角落-90- hinge member surface low friction surface sealing surface hinge element can be stretched, bottom pivoting to lower state wedge shape (gate actuator 1 drop plane clamping rod inner surface anti-bending shrinking airbag folding actuator airbag pull Tight device capsule layer (P 1 y ) (non-adhesive inner crucible (elastic layer) first reinforcing capsule layer (P 1 y second reinforcing capsule layer (p 1 y outer cover inflatable balloon manufacturing frame opening expandable object corner)

閘板過度轉動防止元件 丨!1 -地基保持夾持元件替代嵌入件Over-rotation of the gate prevents the element 丨!1 - Foundation holding clamping element instead of insert

產生促進元件（鋼線） 板） ) )Generate a facilitating element (steel wire) board)))

-91 - • · 單一鋼索 一組 模具 溝 空氣囊 長孔 空氣囊 埋入框架 道路 固定絞鏈元件 可移動絞鏈元件 混凝土 繫留螺栓 夾緊棒 擴大端 鏈條 絞鏈蓋 充塡材 承墊 地基 低摩擦表面 鐵路軌條 軌條段 絞鏈轉板-91 - • · Single steel cable set of die groove air bag long hole air bag embedded in frame road fixed hinge element movable hinge element concrete mooring bolt clamping rod enlarged end chain hinge cover filling coffin bearing foundation low Friction surface railway rail rail segment hinge flap

-92--92-

夾件 管狀構件 構件 無滾動接觸區域 有滾動作用之區域 可移動構件 軟性張力構件 絞鏈 框架 _ 絞鏈裝置 繩索 絞鏈管 埋入件 溢洪道 地基 可動絞鏈元件 支柱 響 重定位元件（軟管組合） 驅動機構 導管 上容室 下容室 空氣囊致動器 閘板 -93-Clamping member tubular member without rolling contact area rolling action movable member soft tension member hinge frame _ hinge device rope hinge pipe embedded member spillway foundation movable hinge member strut re-positioning element (hose combination) Drive mechanism conduit upper chamber lower chamber air bag actuator shutter -93-

1292002 614c， 6 1 4 d 閘 板 707k 擺 動 履 部 707h 支 柱 707 i 連 桿 707j 漿 板 714 閘 板 801c 固 定 絞 鏈 管 801b 線 繩 804 固 定 二 角 形 襯 料 804a 致 動 器 導 管 806 可 動 二 角 形 襯 料 807 襄 層 (P ly ) 808 曩 層 (P ly ) 853 空 氣 囊 861 被 夾 緊 部 分 862 絞 鏈 轉 板 865 垂 直 面 8 6 5b 管 螺 紋 866 可 膨 脹 空 室 8 6 6 a 位 置 903 空 氣 囊 914 閘 板 965 改 良 空 氣 接 頭 9 6 5 c 楔 狀 外 形1292002 614c, 6 1 4 d Gate 707k Swinging 707h Pillar 707 i Connecting rod 707j Pulp board 714 Gate 801c Fixed hinge tube 801b Rope 804 Fixed gusset 804a Actuator duct 806 Movable gusset 807 襄 layer (P ly ) 808 曩 layer (P ly ) 853 air bag 861 clamped part 862 hinged plate 865 vertical face 8 6 5b pipe thread 866 inflatable empty room 8 6 6 a position 903 air bag 914 brake Plate 965 modified air joint 9 6 5 c wedge shape

橋墩板 螺栓 混凝土錨 部份 兩個對向、平面狀、內收縮氣囊褶層相鄰之薄膜 表面可接觸元件 內收縮氣囊措層薄膜嵌入元件 流體輸送軟管（擴張軟管） 可膨脹彈性水壩 可膨脹水閘板致動器裝置 應力消除嵌入件 可膨脹氣囊裝置 收縮氣囊褶層薄膜元件 最小曲率半徑 楔形夾緊扣件 可膨脹薄膜-到-地基之可夾緊扣件 可膨脹薄膜-到-地基之夾緊扣住強化元件 抵接接頭 固定元件 最內側之補強氣囊囊層（p 1 y )(平面狀周邊） 收縮氣囊接頭橫貫囊層（p 1 y ) 縱向中央軸心 強化可擴張內層 強化可擴張外層 -95-Bridge pier bolt concrete anchor part Two opposite, flat, inner shrinkage airbag pleats adjacent film surface contactable element internal contraction airbag layer film embedded component fluid transfer hose (expansion hose) expandable elastic dam Expansion sluice plate actuator device stress relief insert inflatable balloon device shrinking airbag pleated film element minimum radius of curvature wedge-shaped clamping fastener swellable film-to-foundation shackable fastener swellable film-to-foundation Clamp and hold the reinforcing element abutting the innermost reinforcing bladder layer (p 1 y ) (planar periphery) of the joint fixing element. Shrinking the airbag joint transverse to the capsule layer (p 1 y ) longitudinal central axis strengthening expandable inner layer strengthening Expansion outer layer -95-

1292002 1 03 8 流體移動口 1 0 3 9 層擴散線 1 040 可膨脹氣囊-到-地基之固定元件 1041 強化可擴張外層之其餘部分 1 042 流體輸送元件 1 050 水閘板絞鏈轉板 1051 抵接面 1 05 2 邊件1292002 1 03 8 Fluid moving port 1 0 3 9 Layer diffusion line 1 040 Inflatable airbag-to-foundation fixing element 1041 Strengthening the rest of the expandable outer layer 1 042 Fluid conveying element 1 050 Sluice plate hinged plate 1051 Abut Face 1 05 2 side piece

1053 角件 1 0 6 0 最內層 1 06 5 嵌入元件 1 067 抗彎曲收縮氣囊褶層產生促進元件 607d，607g，607f 支柱元件 608b〜608 f 皮帶輪 614a，614b，614c 水閘元件 2000 可膨脹蓄水元件致動器元件1053 Corner piece 1 0 6 0 Innermost layer 1 06 5 Embedding element 1 067 Bending resistant airbag pleating layer generating facilitating element 607d, 607g, 607f Strut element 608b~608 f Pulley 614a, 614b, 614c Sluice element 2000 Expandable water storage Component actuator component

200 1，20 20可膨脹致動器-到-地基夾緊扣住改善元件 2002 S -型軟性絞鏈 2003 一體成數字8 之軟性絞鏈 2004 模式化數字8 之軟性絞鏈 2005 W -式軟性絞鏈 2006 壓縮絞鏈 2007 絞鏈-到-蓄水元件固定元件 2008 絞鏈-到-地基固定元件 -96-200 1,20 20 expandable actuator - to - foundation clamping to buckle improvement element 2002 S - type soft hinge 2003 soft stranded chain integrated into digital 8 2004 Modem digital 8 soft hinge 2005 W - soft Helix 2006 compression hinge 2007 hinge-to-water storage element fixing element 2008 hinge-to-ground fixing element-96-

1292002 2011 頂部可供交通用途之蓄水元件末端 2012 上方可供交通用途之表面 2013 交通方向垂直端 2018 蓄水元件 202 5 軟性纖維強化絞鏈元件 401，202 1頂部可供交通·用途之蓄水元件 3000 混凝土水控制閘板本體元件 3 00 1 致動器側水控制閘板表面元件 3 002 水平軸心轉動絞鏈-到-水閘板固定元件 3 003 水閘板底緣 3004 下游安裝之水控制閘板表面元件 3 0 50 加壓流體輸送器啣接元件 3 0 5 1 厚度強化內緣元件 3 0 5 2 厚度減少之外緣元件 3 0 5 3 可膨脹薄膜分離曲線 3 0 54 近似薄膜 3 0 5 5 厚度變化本體元件 3 0 5 7 厚度強化、加壓流體輸送器啣接元件近似的內 緣元件 3 0 5 8 內部可膨脹薄膜接觸邊緣 30 5 9 外部可膨脹薄膜接觸邊緣 3060 螺合元件 3 06 1 加壓流體入口裝置 3062 缺口1292002 2011 Top end of water storage element for traffic use 2012 Top surface for traffic use 2013 Traffic direction Vertical end 2018 Water storage element 202 5 Flexible fiber reinforced hinge element 401, 202 1 Top for water storage for traffic and use Component 3000 Concrete Water Control Gate Body Element 3 00 1 Actuator Side Water Control Gate Surface Element 3 002 Horizontal Axis Rotating Chain-to-Sluice Plate Fixing Element 3 003 Sluice Plate Bottom Edge 3004 Downstream Installed Water Control Gate Plate surface element 3 0 50 Pressurized fluid conveyor adapter element 3 0 5 1 Thickness-reinforced inner edge element 3 0 5 2 Thickness reduction outer edge element 3 0 5 3 Expandable film separation curve 3 0 54 Approximate film 3 0 5 5 Thickness variation body element 3 0 5 7 Thickness-enhanced, pressurized fluid conveyor adapter element Approximate inner edge element 3 0 5 8 Internally expandable membrane contact edge 30 5 9 Externally expandable membrane contact edge 3060 Screw-on element 3 06 1 pressurized fluid inlet device 3062 notch

外部圓形化外緣元件 曲線 加壓流體入口元件孔 可膨脹物件層 聚合板元件 橋墩密封面 結件孔 黑色聚乙烯板元件 單一聚合板 _ 複數聚合板 溝 橋墩密封面 板-到-地基表面固定元件 板間密封-到-地基夾持保持強化元件 板間密封-到-地基夾持保持元件 水密封絞鏈元件 板間密封元件 ^ 第一邊緣最近部分 第一水閘板 第二邊緣最近部分 第二水閘板 擴張橫剖面面積部 逗點狀嵌入件 地基 -9 8 - 1292002 5016 溢流垂直水閘板邊 5017 上游水閘板邊緣 5 0 5 0 邊緣元件 5 0 5 1 角落 5 0 5 3 水幕打斷元件 6000 上方蓄水密封元件 600 1 地基滑動表面相鄰 6002 對應之橋墩板 6003 可與水閘板符合之 6004 縱向角落密封元件 6005 橋墩密封-到-地基 6006 厚度減少可樞轉之 密封元件 6007 橋墩密封-到-地基 6010 垂直溢流直角，橋 角落擴大邊緣元件 6012 加熱元件 700 1 下方，閘板過度轉 7002 末端 7003 靠近末端水閘板致 7005 靠近末端可膨脹水 7006 最下游邊緣 7007 水閘板致動器-到- 7008 楔狀，閘板致動器- 之水閘板 密封元件 保持夾持元件 上方溢流直角水閘板邊緣符合 保持夾持強化元件 墩密封-到-地基夾持面抵接， 動防止元件-到-地基固定元件 動器 閘板致動氣囊 地基固定元件 到-地基保持夾持元件 1292002 秦 7009 7010 7011 7012 7020 702 1 7040 7052 9500 950 1 9 5 0 5 9506 靠近，楔狀鬧板致動器-到-地基保持夾持元件 可伸張，底部樞轉水閘板過度轉動防止元件長度 上方，閘板過度轉動防止元件-到-地基固定元 件位置 下方，閘板過度轉動防止元件-到-地基固定元 件位置 可伸張，底部樞轉水閘板過度轉動防止元件 最下游末端Externally rounded outer edge element curve pressurized fluid inlet element hole swellable element layer polymeric plate element pier seal surface junction hole black polyethylene plate element single polymeric plate _ complex polymeric slab pier sealing panel - to - foundation surface fixing component Inter-board seal-to-foundation clamping to maintain the inter-plate sealing of the reinforcing elements-to-foundation holding element water-sealing hinge element inter-board sealing element ^ first edge nearest part first water sluice second edge most part second sluice Plate expansion cross-sectional area comma-like insert foundation -9 8 - 1292002 5016 Overflow vertical sluice edge 5017 upstream sluice edge 5 0 5 0 Edge element 5 0 5 1 Corner 5 0 5 3 Water curtain interrupting element 6000 Upper water storage sealing element 600 1 Foundation sliding surface adjacent 6002 Corresponding to the abutment plate 6003 can be matched with the water gate 6004 Longitudinal corner sealing element 6005 Pier seal-to-Foundation 6006 Thickness reduction Pivotable sealing element 6007 Pier seal-to - foundation 6010 vertical overflow right angle, bridge corner enlarged edge element 6012 heating element 700 1 below, gate over Turn 7002 end 7003 near end sluice plate 7005 near end swellable water 7006 most downstream edge 7007 sluice plate actuator - to - 7008 wedge-shaped, ram actuator - sluice plate sealing element keeps over the clamping element The right angle sluice plate edge conforms to the holding clamping reinforced component pier seal-to-foundation clamping surface abutment, and the movement preventing component-to-ground fixing component actuator ram actuates the airbag foundation fixing component to the foundation holding clamping component 1292002 7009 7010 7011 7012 7020 702 1 7040 7052 9500 950 1 9 5 0 5 9506 Close, wedge-shaped squeegee actuator - to - foundation holding clamping element can be stretched, bottom pivoting sluice plate excessive rotation to prevent element length above, brake Excessive rotation of the plate prevents the component-to-foundation fixing element position, the excessive rotation of the shutter prevents the component-to-foundation fixing component from being stretched, and the bottom pivoting the floodgate excessively rotates to prevent the most downstream end of the component

鬆弛後，非抑制狀態，可伸張，底部樞轉水閘板 過度轉動防止元件 水閘板（水控制閘板元件） 頂部流動模式動態物件衝擊軟性水幕破斷元件 不可啣接式軟性水幕破斷元件-到-蓄水元件固 定元件 水幕破斷元件After relaxation, non-suppressed state, stretchable, bottom pivoting sluice plate excessive rotation to prevent component sluice plate (water control ram component) top flow mode dynamic object impact soft water curtain breaking component non-connectable soft water curtain breaking component -to-water storage component fixing component water curtain breaking component

不可啣接式水幕破斷元件-到-蓄水元件固定元 件 9 507 頂部流動模式動態物件衝擊屈曲元件 9571 垂直地基表面 9 5 7 2 閘板致動器·到-地基保持夾持元件 906,907，908 囊層（ply) 20 1 5 ,20 1 6 蓄水元件 -100-Non-connectable water curtain breaking element - to - water storage element fixing element 9 507 top flow mode dynamic object impact buckling element 9571 vertical ground surface 9 5 7 2 ram actuator · to - foundation holding clamping element 906, 907, 908 capsule (ply) 20 1 5 , 20 1 6 water storage element -100-

Claims (1)

1292002 .! “ ,..、： 二 .· , ,1 _4) ；i^; I 第92 1 09468號「7FS n涵系統、致動器、以及與其相關 的密封、製造、操作之裝置和方法」專利案 (2007年4月修正） 拾、申請專利範圍： 1 · 一種膨脹氣囊應力減少裝置，其包括有實質上爲狹長形 建立在一氣囊膜的一收縮氣囊摺疊膜的內表面之收縮氣 囊摺疊膜嵌入元件。 2 ·如申請專利範圍第1項之膨脹氣囊應力減少裝置，其中 該實質上爲狹長形之收縮氣囊摺疊膜嵌入元件係爲最小 鲁 收縮氣囊摺疊膜曲率半徑增加元件。 3 .如申請專利範圍第1項之膨脹氣囊應力減少裝置，其中 該實質上爲狹長形之收縮氣囊摺疊膜嵌入元件爲可移除 之收縮氣囊摺疊膜嵌入元件。 4 ·如申g靑專利範圍第1項之膨脹氣囊應力減少裝置，其中 該實質上爲狹長形之收縮氣囊摺疊膜嵌入元件係爲：橫 剖面爲淚滴形之最小收縮氣囊摺疊膜曲率半徑增加元件 5 ·如申請專利範圍第1項之膨脹氣囊應力減少裝置，其中 該實質上爲狹長形之收縮氣囊摺疊膜嵌入元件爲擠型件 〇 6 ·如申請專利範圍第1項之膨脹氣囊應力減少裝置，其中 該實質上爲狹長形之收縮氣囊摺疊膜嵌入元件爲彈性體 〇 7 ·如申請專利範圍第1項之膨脹氣囊應力減少裝置，其中 一 1 - 1292002 該實質狹長形之收縮氣囊摺疊膜嵌入元件包括有：實質 上爲狹長形、實質上橫剖面爲圓滑曲線、半圓筒狀、內 收縮氣囊摺疊膜表面可接觸元件；兩個實質對向、實質 平面狀、內收縮氣囊摺疊相鄰之膜表面可接觸元件，其 可響應於該實質上狹長、實質上橫剖面爲圓滑曲線、半 圓筒狀、內收縮氣囊摺疊膜表面可接觸元件；一實質上 線性、內收縮氣囊摺疊相鄰之膜表面可接觸元件交叉頂 點元件，其可響應於該兩個對向、平面狀、內收縮氣囊 摺疊相鄰之膜表面可接觸元件；以及內收縮氣囊摺疊膜 # 嵌入元件之本體元件，其被建立在每個該實質狹長、實 質橫剖面爲圓滑曲線、半圓筒狀、內收縮氣囊摺疊膜表 面可接觸元件；該兩個實質對向、實質上平面狀、內收 縮氣囊摺疊相鄰之膜表面可接觸元件；及該實質上線性 內收縮氣囊摺疊相鄰之膜表面可接觸元件交叉頂點元件 之內部。 8 .如申請專利範圍第7項之膨脹氣囊應力減少裝置，其中 該兩個實質上成對向、實質平面狀、內收縮氣囊摺疊相 ® 鄰之膜表面可接觸元件中之一的至少主要表面部分可被 黏著到收縮氣囊摺疊相鄰之膜表面。 9 ·如申請專利範圍第1項之膨脹氣囊應力減少裝置，其中 該實質上爲狹長形之收縮氣囊摺疊膜嵌入元件爲縱向空 間圍住之收縮氣囊摺疊膜嵌入元件。 1 〇 ·如申請專利範圍第9項之膨脹氣囊應力減少裝置，其中 該縱向空間圍住之收縮氣囊摺疊膜嵌入元件爲可輸送壓 -2- 1292002 縮流體之縱向空間圍住之收縮氣囊摺疊膜嵌入元件。 1 1 .如申請專利範圍第1 〇項之膨脹氣囊應力減少裝置，其中 該可輸送壓縮流體之縱向空間圍住之收縮氣囊摺疊膜嵌 入元件包括至少一個氣囊內部-到-縱向空間流體可輸送 孔，其可流體響應於由該縱向空間圍住之收縮氣囊摺疊 膜嵌入元件所建立之縱向空間。 1 2 .如申請專利範圍第1項之膨脹氣囊應力減少裝置，其又 包括有可響應於在至少一個收縮氣囊摺疊膜處之該實質 上狹長形之收縮氣囊摺疊膜嵌入元件的可膨脹氣囊膜； 及響應於該可膨脹氣囊膜之加壓流體入口元件。 1 3 .如申請專利範圍第3項之膨脹氣囊應力減少裝置，其中 該實質狹長形之收縮氣囊摺疊膜嵌入元件爲可溶解收縮 氣囊摺疊膜嵌入元件。 1 4 ·如申請專利範圍第丨3項之膨脹氣囊應力減少裝置，其中 該可膨脹氣囊之至少一個層之一段用來圍住一膜空間， 其可流體響應於由該加壓流體入口元件形成的縱向空間 ，並且響應於由該縱向空間圍住嵌入元件所圍住的縱向 空間。 1 5 .如申請專利範圍第1 4項之膨脹氣囊應力減少裝置，其中 該膜空間亦可流體響應於至少一個氣囊內部-到-縱向空 間流體可輸送孔。 1 6 ·如申請專利範圍第1項之膨脹氣囊應力減少裝置，其中 又包括之收縮氣囊角落摺疊膜嵌入元件。 1 7 ·如申請專利範圍第1項之膨脹氣囊應力減少裝置，其中又 -3 - 1292002 包括具有可響應於該實質狹長形之收縮氣囊摺疊膜嵌入 元件之至少一個收縮氣囊摺疊膜的可加壓物件。 1 8 .如申請專利範圍第1 7項之膨脹氣囊應力減少裝置，其中 該可加壓物件爲單階段硬化可加壓物件。 1 9 .如申請專利範圍第1 7項之膨脹氣囊應力減少裝置，其中 該可加壓物件爲流體之可輸送軟管。 20 .如申請專利範圍第1 7項之膨脹氣囊應力減少裝置，其中 該至少一個收縮氣囊摺疊膜爲兩個縱向、實質平行之收 縮氣囊摺疊膜。 修 2 1 ·如申請專利範圍第20項之膨脹氣囊應力減少裝置，其中 該可加壓物件爲流體之可輸送軟管，其包括有一加壓流 體入口元件，一可受到該可加壓流體入口元件之響應的流 體輸送元件，及一可響應於該流體輸送元件之分開的可 加壓流體出口元件，其中該流體之可輸送軟管可響應於 在該兩個縱向平行之收縮氣囊摺疊膜處之該實質狹長形 之收縮氣囊摺疊膜嵌入元件。 22 ·如申請專利範圍第1項之膨脹氣囊應力減少裝置，其又 ® 包括有具有至少一個收縮氣囊摺疊膜之可膨脹物件，其 可響應於該實質狹長形之收縮氣囊摺疊膜嵌入元件。 23 ·如申請專利範圍第22項之膨脹氣囊應力減少裝置，其中 該可膨脹物件係爲單階硬化之可膨脹物件。 24 ·如申請專利範圍第22項之膨脹氣囊應力減少裝置，其中 該可膨脹物件爲選自：可膨脹千斤頂，膨脹軟管，可膨 脹彈性水壩，可膨脹底部-絞鏈水閘板致動器，流體輸送 一4一 1292002 軟管，及碼頭防撞器之群中之一可膨脹物件。 2 5 ·如申請專利範圍第2 2項之膨脹氣囊應力減少裝置’其中 該至少一個收縮氣囊摺疊膜爲兩個縱向、實質平行之收 縮氣囊摺疊膜。 2 6 ·如申請專利範圍第2 5項之膨脹氣囊應力減少裝置，其中 該可膨脹物件爲膨脹軟管，其包括有膨脹軟管元件及可 響應於該膨脹軟管元件之加壓流體入口元件，其中該膨 脹軟管元件響應於在該兩個縱向、實質平行之收縮氣囊 摺疊膜處之該實質狹長形之收縮氣囊摺疊膜嵌入元件。 27 .如申請專利範圍第2 5項之膨脹氣囊應力減少裝置，其中 該可膨脹物件爲碼頭防撞板，其包括有可膨脹碼頭防撞 板元件及可響應於該可膨脹碼頭防撞板元件之加壓流體 入口元件，其中該碼頭防撞板響應於在該兩個縱向、實 質平行之收縮氣囊摺疊膜處之該實質狹長形之收縮氣囊 摺疊膜嵌入元件。 28. 如申請專利範圍第25項之膨脹氣囊應力減少裝置，其中 該可膨脹物件爲流體輸送軟管，其包括有流體輸送軟管 元件及可響應於該流體輸送軟管元件之加壓流體入口元 件，其中該流體輸送軟管元件響應於在該兩個縱向、實 質平行之收縮氣囊摺疊膜處之該實質狹長形之收縮氣囊 摺疊膜嵌入元件。 29. 如申請專利範圍第22項之膨脹氣囊應力減少裝置，其中 該至少一個收縮氣囊摺疊膜爲一圓滑連續之收縮氣囊摺 疊膜。 -5- 1292002 30.如申請專利範圍第29項之膨脹氣囊應力減少裝置，其中 該可膨脹物件爲一可膨脹密封，其包括有可膨脹密封元 件及可響應於該可膨脹密封元件之加壓流體入口元件， 其中該可膨脹密封元件響應於在該一圓滑連續之收縮氣 囊摺疊膜處的該實質狹長形之收縮氣囊摺疊膜嵌入元件 〇 3 1 .如申請專利範圍第29項之膨脹氣囊應力減少裝置，其中 該可膨脹物件爲膨脹千斤頂，其包括有膨脹千斤頂元件 及可響應於該膨脹千斤頂元件之加壓流體入口元件，其 鲁 中該膨脹千斤頂元件響應於在該一圓滑連續之收縮氣囊 摺疊膜處的該實質狹長形之收縮氣囊摺疊膜嵌入元件。 32. 如申請專利範圍第29項之膨脹氣囊應力減少裝置，其中 該可膨脹物件爲碼頭防撞板，其包括有可膨脹碼頭防撞 板元件及可響應於該可膨脹碼頭防撞板元件之加壓流體 入口元件，其中該碼頭防撞板響應於在該一圓滑連續之 收縮氣囊摺疊膜處的該實質狹長形之收縮氣囊摺疊膜嵌 入元件。 · 33. 如申請專利範圍第22項之膨脹氣囊應力減少裝置，其中 該至少一收縮氣囊摺疊膜爲四個矩形狀定位之收縮氣囊 摺疊膜。 34. 如申請專利範圍第33項之膨脹氣囊應力減少裝置，其中 該可膨脹物件爲膨脹千斤頂，其包括有實質矩形狀可膨 脹千斤頂元件及可響應於該可膨脹千斤頂元件之加壓流 體入口元件，其中該可膨脹千斤頂響應於在該四個矩形 -6 - 1292002 狀定位之收縮氣囊摺疊膜處的該實質狹長形之收縮氣囊 摺疊膜嵌入元件。 3 5 .如申請專利範圍第3 3項之膨脹氣囊應力減少裝置，其中 該可膨脹物件爲碼頭防撞板，其包括有可膨脹碼頭防撞 板頂元件及可響應於該可膨脹碼頭防撞板之加壓流體入 口元件，其中該碼頭防撞板頂響應於在該四個矩形狀定 位之收縮氣囊摺疊膜處的該實質狹長形之收縮氣囊摺疊 膜嵌入元件。 36 .如申請專利範圍第22項之膨脹氣囊應力減少裝置，其中 · 該至少一收縮氣囊摺疊膜爲一垂直溢流、縱向收縮氣囊 摺疊膜。 37 .如申請專利範圍第36項之膨脹氣囊應力減少裝置，其中 該可膨脹物件係爲可膨脹，底部樞轉式水閘板致動器裝置 ，其包括有可膨脹致動器氣囊，閘板致動器至地基之固 定元件；可響應於該可膨脹致動器氣囊之加壓流體入口 元件；及可響應於該閘板致動器至地基之固定元件之水 閘板絞鏈活板，其中該可膨脹，底部樞轉式水閘板致動器 ® 裝置可響應於在一垂直溢流，縱向收縮氣囊摺疊膜處之該 實質狹長形之收縮氣囊摺疊膜嵌入元件。 38.如申請專利範圍第36項之膨脹氣囊應力減少裝置，其中 該可膨脹物件係爲可膨脹彈性水壩，其包括有一可膨脹 彈性水壩氣囊；可受到該可膨脹彈性水壩氣囊之響應的 可膨脹水壩至地基之固定元件；及可響應於該可膨脹彈 性水壩氣囊之加壓流體入口元件，其中該可膨脹彈性水 一 7- 1292002 壩可響應於在一垂直溢流，縱向收縮氣囊摺疊膜處之該實 質狹長形之收縮氣囊摺疊膜嵌入元件。 39 ·如申請專利範圍第22項之膨脹氣囊應力減少裝置，其中 該至少一個收縮氣囊摺疊膜爲一垂直溢流，縱向收縮氣囊 摺疊膜及兩個平行，對齊溢流之收縮氣囊端部摺疊膜。 40 .如申請專利範圍第3 9項之膨脹氣囊應力減少裝置，其中 該可膨脹物件係爲可膨脹，底部樞轉式水閘板致動器裝置 ，其包括有可膨脹致動器氣囊，閘板致動器至地基之固 定元件；可響應於該可膨脹致動器氣囊之加壓流體入口 鲁 元件；及可響應於該閘板致動器至地基之固定元件之水 聞板絞鏈活板，其中該可膨脹，底部樞轉式水閘板致動器 裝置可響應於在該一垂直溢流，縱向收縮氣囊摺疊膜及兩 個平行，對齊溢流之收縮氣囊端部摺疊膜處之該實質狹長 形之收縮氣囊摺疊膜嵌入元件。 4 1 ·如申請專利範圍第3 9項之膨脹氣囊應力減少裝置，其中 該可膨脹物件係爲可膨脹彈性水壩，其包括有一可膨脹 彈性水壩氣囊；可受到該可膨脹彈性水壩氣囊響應之可 ® 膨脹水壩至地基之固定元件；及可響應於該可膨脹彈性 水壩氣囊之加壓流體入口元件，其中該可膨脹彈性水壩 可響應於在一垂直溢流，縱向收縮氣囊摺疊膜及兩個平行， 成直線溢流收縮氣囊端部摺疊膜處之該實質狹長形之收 縮氣囊摺疊膜嵌入元件。 42 .如申請專利範圍第22項之膨脹氣囊應力減少裝置，其中 該至少一個收縮氣囊摺疊膜係爲一收縮氣囊端部摺疊膜 -8 _ 1292002 及垂直於該一收縮氣囊端部摺疊膜之兩個平行，收縮氣囊 端部摺疊膜。 43 .如申請專利範圍第42項之膨脹氣囊應力減少裝置，其中 該可膨脹物件係爲膨脹軟管，其包括有一膨脹軟管元件 及可響應於該膨脹軟管元件之加壓流體入口元件，其中 該膨脹軟管元件可響應於在一收縮氣囊端部摺疊膜及垂 直於該一收縮氣囊端部摺疊膜之兩個平行收縮氣囊端部 摺疊膜處之該實質狹長形之收縮氣囊摺疊膜嵌入元件。 44 .如申請專利範圍第2項之膨脹氣囊應力減少裝置，其中 β 最小收縮氣囊摺疊膜曲率半徑係產生在一可膨脹彈性水 壩頂部流動偏向鰭片之共同半徑方向及內部。 45 .如申請專利範圍第1項之膨脹氣囊應力減少裝置，其中 又包括有一可膨脹，底部樞轉式水閘板致動器裝置，其可 響應於在至少一垂直溢流，縱向收縮氣囊摺疊膜處之該實 質狹長形之收縮氣囊摺疊膜嵌入元件，其中該可膨脹，底 部樞轉式水閘板致動器裝置包括有可膨脹致動器氣囊，閘 板致動器至地基之固定元件；可響應於該可膨脹致動器 氣囊之加壓流體入口元件；及可響應於該可膨脹氣囊之 水閘板絞鏈活板。 46 .如申請專利範圍第45項之膨脹氣囊應力減少裝置，其中 該閘板致動器至地基之固定元件具有閘板致動器至地基 之至地基之可夾緊保持元件以及可響應於該閘板致動器 至地基之至地基之可夾緊保持元件之閘板致動器至地基 之至地基之夾緊保持強化元件。 -9- 1292002 47·如申請專利範圍第46項之膨脹氣囊應力減少裝置，其中 該可膨脹，底部樞轉式水閘板致動器裝置係使用單階硬化 而形成。 48 ·如申請專利範圍第1項之膨脹氣囊應力減少裝置，其又 包括有一可響應於至少多數個水閘致動器之可膨脹地致 動之水閘板系統，其包括有如申請專利範圍第1項中所 敘述之實質狹長形之收縮氣囊摺疊膜嵌入元件。 4 9 · 一種膨脹氣囊應力減少方法，其包括有下列步驟： -產生一實質狹長形之收縮氣囊摺疊膜嵌入元件；及沿一春 膨脹氣囊膜的至少一收縮氣囊摺疊膜內側表面建立該實 質狹長形之收縮氣囊摺疊膜嵌入件。 5 0 .如申請專利範圍第4 9項之膨脹氣囊應力減少方法，其中 該產生一實質狹長形之收縮氣囊摺疊膜嵌入元件之步驟 包含有產生一最小收縮氣囊摺疊膜曲率半徑增加元件的 步驟。 5 1 ·如申請專利範圍第4 9項之膨脹氣囊應力減少方法，其中 該產生一實質狹長形、實質橫剖面爲淚滴形之收縮氣囊 ® 摺疊膜嵌入元件之步驟包含有以模製而製造出一實質狹 長形之收縮氣囊摺疊膜嵌入元件之步驟。 52 .如申請專利範圍第49項之膨脹氣囊應力減少方法，其中 該產生一實質狹長形之收縮氣囊摺疊膜嵌入元件之步驟 包含有以擠出而製造出一實質狹長形、實質橫剖面爲淚 滴形之收縮氣囊摺疊膜嵌入元件之步驟。 53 ·如申請專利範圍第49項之膨脹氣囊應力減少方法，其中 -10- 1292002 又包括有產生一實質狹長形之收縮氣囊角落摺疊膜嵌入 元件之步驟。 54 .如申請專利範圍第49項之膨脹氣囊應力減少方法，其中 又包括有：使可膨脹氣囊膜進行單階硬化之步驟。 5 5 .如申請專利範圍第49項之膨脹氣囊應力減少方法，其中 又包括有：建立可響應於該可膨脹氣囊膜之加壓流體人 口元件的步驟。 56·如申請專利範圍第55項之膨脹氣囊應力減少方法，其中 該沿著可膨脹氣囊膜之至少一個收縮氣囊摺疊膜內表面 馨 建立一實質狹長形之收縮氣囊摺疊膜嵌入元件之步驟包 括有：沿著可膨脹氣囊膜之一縱向收縮氣囊摺疊膜內表 面建立該實質狹長形之收縮氣囊摺疊膜嵌入元件之步驟 〇 57 ·如申請專利範圍第56項之膨脹氣囊應力減少方法，其中 該沿著可膨脹氣囊膜之一縱向收縮氣囊摺疊膜內表面建 立一實質狹長形之收縮氣囊摺疊膜嵌入元件之步驟包括 有：沿著可膨脹彈性水壩之一縱向收縮氣囊摺疊膜內表 ® 面建立一實質狹長形之收縮氣囊摺疊膜嵌入元件之步驟 〇 58 ·如申請專利範圍第56項之膨脹氣囊應力減少方法，其中 該沿著可膨脹氣囊膜之一縱向收縮氣囊摺疊膜內表面建 立一實質狹長形之收縮氣囊摺疊膜嵌入元件之步驟包括 有：沿著一可膨脹底部樞轉水控制致動器之一縱向收縮 氣囊摺疊膜內表面建立一實質狹長形之收縮氣囊摺疊膜 -11- 1292002 嵌入元件之步驟。 59 ·如申請專利範圍第49項之膨脹氣囊應力減少方法，其中 該沿著可膨脹氣囊膜之至少一收縮氣囊摺疊膜內表面建 立一實質狹長形之收縮氣囊摺疊膜嵌入元件之步驟包括 有：沿著可膨脹氣囊膜之兩個縱向、實質平行收縮氣囊 摺疊膜內表面建立該實質狹長形之收縮氣囊摺疊膜嵌入 元件之步驟。 60 ·如申請專利範圍第5 9項之膨脹氣囊應力減少方法，其中 該沿著可膨脹氣囊膜之兩個縱向、實質平行收縮氣囊摺 擊 疊膜內表面建立該實質狹長形之收縮氣囊摺疊膜嵌入元 件之步驟包括有：沿著流體輸送軟管之兩個縱向、實質 平行收縮氣囊摺疊膜內表面建立該實質狹長形之收縮氣 囊摺疊膜嵌入元件之步驟。 61 .如申請專利範圍第5 9項之膨脹氣囊應力減少方法，其中 該沿著可膨脹氣囊膜之兩個縱向、實質平行收縮氣囊摺 疊膜內表面建立該實質狹長形之收縮氣囊摺疊膜嵌入元 件之步驟包括有：沿著膨脹軟管之兩個縱向、實質平行 ® 收縮氣囊摺疊膜內表面建立該實質狹長形之收縮氣囊摺 疊膜嵌入元件之步驟。 62.如申請專利範圍第49項之膨脹氣囊應力減少方法，其中 該沿著可膨脹氣囊膜之至少一個收縮氣囊摺疊膜內表面 建立一實質狹長形之收縮氣囊摺疊膜嵌入元件之步驟包 括有：沿著垂直於該縱向收縮氣囊摺疊膜內表面之一縱 向收縮氣囊摺疊膜內表面以及兩個平行收縮氣囊端部摺 - 12- 1292002 疊膜內表面而建立該實質狹長形之收縮氣囊摺疊膜嵌入 元件之步驟。 63 .如申請專利範圔第62項之膨脹氣囊應力減少方法’其中 該沿著垂直於該縱向收縮氣囊摺疊膜內表面之一縱向收 縮氣囊摺疊膜內表面以及兩個平行收縮氣囊端部摺疊膜 內表面而建立該實質狹長形之收縮氣囊角落摺疊膜嵌入 元件之步驟包括有：沿著可膨脹底部樞轉水控制致動器 之一縱向收縮氣囊摺疊膜內表面以及兩個平行收縮氣囊 端部摺疊膜內表面而建立該實質狹長形之收縮氣囊摺疊 ® 膜嵌入元件之步驟。 64 .如申請專利範圍第62項之膨脹氣囊應力減少方法，其中 該沿著垂直於該縱向收縮氣囊摺疊膜內表面之一縱向收 縮氣囊摺疊膜內表面以及兩個平行收縮氣囊端部摺疊膜 內表面而建立該實質狹長形之收縮氣囊摺疊膜嵌入元件 之步驟包括有：沿著可膨脹彈性水壩之一縱向收縮氣囊 摺疊膜內表面以及兩個平行收縮氣囊端部摺疊膜內表面 而建立該實質狹長形之收縮氣囊摺疊膜嵌入元件之步驟 ® 〇 65 ·如申請專利範圍第49項之膨脹氣囊應力減少方法，其中 該沿著可膨脹氣囊膜之至少一個收縮氣囊摺疊膜內表面 建立一實質狹長形之收縮氣囊摺#膜嵌入元件之步驟包 括有：沿著可膨脹氣囊膜之四個成矩形定位之縱向收縮 氣囊摺疊膜內表面建立該實質狹長形之收縮氣囊摺疊膜 嵌入元件之步驟。 -13- 1292002 6 6 .如申請專利範圍第6 5項之膨脹氣囊應力減少方法，其中 沿著可膨脹氣囊膜之四個成矩形定位之縱向收縮氣囊摺 疊膜內表面建立該實質狹長形之收縮氣囊摺疊膜嵌入元 件之步驟包括有：沿著可膨脹千斤頂之四個成矩形定位 之縱向收縮氣囊摺疊膜內表面建立該實質狹長形之收縮 氣囊摺疊膜嵌入元件之步驟。 67.如申請專利範圍第65項之膨脹氣囊應力減少方法，其中 沿著可膨脹氣囊膜之四個成矩形定位之縱向收縮氣囊摺 疊膜內表面建立該實質狹長形之收縮氣囊摺疊膜嵌入元 馨 件之步驟包括有：沿著碼頭防撞器之四個成矩形定位之 縱向收縮氣囊摺疊膜內表面建立該實質狹長形之收縮氣 囊摺疊膜嵌入元件之步驟。 6 8 .如申請專利範圍第4 9項之膨脹氣囊應力減少方法，其中 該沿著可膨脹氣囊膜之至少一個收縮氣囊摺疊膜內表面 建立一實質狹長形之收縮氣囊摺疊膜嵌入元件之步驟包 括有：沿著可膨脹氣囊膜之兩個平行縱向收縮氣囊摺疊 膜內表面及一垂直氣囊摺疊膜內表面建立該實質狹長形 ® 之收縮氣囊摺疊膜嵌入元件之步驟。 69.如申請專利範圍第68項之膨脹氣囊應力減少方法，其中 該沿著可膨脹氣囊膜之兩個平行縱向收縮氣囊摺疊膜內 表面及一垂直氣囊摺疊膜內表面建立該實質狹長形之收 縮氣囊摺疊膜嵌入元件之步驟包括有：沿著流體輸送軟 管之兩個平行縱向收縮氣囊摺疊膜內表面及一垂直氣囊 摺疊膜內表面建立該實質狹長形之收縮氣囊摺疊膜嵌入 一 14 一 1292002 元件之步驟。 70 .如申請專利範圍第49項之膨脹氣囊應力減少方法，其中 該沿著可膨脹氣囊膜之至少一個收縮氣囊摺疊膜內表面 建立一實質狹長形之收縮氣囊摺疊膜嵌入元件之步驟包 括有：沿著可膨脹氣囊膜之圓滑彎曲的周圍之收縮氣囊 摺疊膜內表面建立該實質狹長形之收縮氣囊摺疊膜嵌入 元件之步驟。 7 1 .如申請專利範圍第70項之膨脹氣囊應力減少方法，其中 該沿著可膨脹氣囊膜之圓滑彎曲的周圍之收縮氣囊摺疊 膜內表面建立該實質狹長形之收縮氣囊摺疊膜嵌入元件 之步驟包括有：沿著可膨脹密封之圓滑彎曲的周圍之收 縮氣囊摺暨i吴內表面建立該實質狹長形之收縮氣囊摺疊 膜嵌入元件之步驟。 72 ·如申請專利範圍第70項之膨脹氣囊應力減少方法，其中 該沿著可膨脹氣囊膜之圓滑彎曲的周圍之收縮氣囊摺疊 膜內表面建立該實質狹長形之收縮氣囊摺疊膜嵌入元件 之步驟包括有：沿著碼頭防撞器之圓滑彎曲的周圍之收 縮氣囊摺疊膜內表面建立該實質狹長形之收縮氣囊摺疊 膜嵌入元件之步驟。 73 .如申請專利範圍第70項之膨脹氣囊應力減少方法，其中 該沿著可膨脹氣囊膜之圓滑彎曲的周圍之收縮氣囊摺疊 膜內表面建立該實質狹長形之收縮氣囊摺疊膜嵌入元件 之步驟包括有：沿著可膨脹千斤頂之圓滑彎曲的周圍之 收縮氣囊摺疊膜內表面建立該實質狹長形之收縮氣囊摺 -15- 1292002 疊膜嵌入元件之步驟。 74 ·如申請專利範圍第49項之膨脹氣囊應力減少方法，其中 該沿著可膨脹氣囊膜之至少一個收縮氣囊摺疊膜內表胃 建立一實質狹長形之收縮氣囊摺疊膜嵌入元件之步驟包 括有：沿著選自包含有下列··可膨脹千斤頂、膨脹軟管 、可膨脹彈性水壩、可膨脹密封、可膨脹，底部樞轉式水 閘板致動器、流體輸送軟管、及碼頭防撞器之群中的可 膨脹物件之至少一個收縮氣囊摺疊膜內表面建立一實質 狹長形之收縮氣囊摺疊膜嵌入元件之步驟。 75.如申請專利範圍第49項之膨脹氣囊應力減少方法，其中 該產生一實質狹長形之收縮氣囊摺疊膜嵌入元件之步驟 包括有：產生一彈性、實質狹長形之收縮氣囊摺疊膜嵌 入元件之步驟。 76 .如申請專利範圍第49項之膨脹氣囊應力減少方法，其中 該沿著可膨脹氣囊膜之至少一個收縮氣囊摺疊膜內表面 建立一實質狹長形之收縮氣囊摺疊膜嵌入元件之步驟包 括有：將該實質狹長形之收縮氣囊摺疊膜嵌入元件之一 部分黏著到收縮氣囊摺疊膜近端表面的步驟。 7 7 .如申請專利範圍第4 9項之膨脹氣囊應力減少方法，其中 又包括有：在該實質狹長形之收縮氣囊摺疊膜嵌入元件 之淚滴外部疆界內建立縱向嵌入元件空間的步驟。 7 8 .如申請專利範圍第7 7項之膨脹氣囊應力減少方法，其中 又包括有：採用至少一層之可膨脹式氣囊膜之〜段以用 來圍住一膜空間，其可流體響應於加壓流體入CI所形成 一 1 6 - 1292002 之空間並且響應於該縱向空間的步驟。 7 9 · —種膨脹氣囊應力減少方法，其包括有： -產生收縮氣囊摺疊膜嵌入元件之本體元件；及 •建立一實質爲狹長、圓滑曲線、半圓筒狀之內收縮氣 囊摺疊膜表面可接觸元件，其係接續著該收縮氣囊摺 疊膜嵌入元件之本體元件且在其外部；建立兩個實質 對向、實質平面狀、實質爲狹長之內收縮氣囊摺疊膜 相鄰表面可接觸元件，其係接續著該收縮氣囊摺疊膜 嵌入元件之本體元件且在其外部；將每一該兩個實質 鲁 爲對向、實質平面狀、實質爲狹長之內收縮氣囊摺疊 膜相鄰表面可接觸元件與該實質爲狹長、圓滑曲線、 半圓筒狀之內收縮氣囊摺疊膜表面可接觸元件之一對 向部位緊貼相鄰；以及將該兩個實質對向、實質平面 狀、實質爲狹長之內收縮氣囊摺疊膜相鄰表面可接觸 元件在一線性、內收縮氣囊摺疊膜表面可接觸元件交 叉頂點元件之處緊貼相鄰。 80 · —種強度增強之可膨脹氣囊裝置，其包括有： β -一可膨脹膜，其具有至少一個正確符合之膨脹應力減 少之收縮氣囊摺疊膜元件；及 -一加壓流體入口元件，其可響應於該至少一個正確符 合之膨脹應力減少之收縮氣囊摺疊膜元件，其中該至 少一個正確符合之膨脹應力減少之收縮氣囊摺疊膜元 件可積極地順應一致，而具有減少之膨脹氣囊應力且 最小曲率半徑顯著地增加，藉由一嵌入件在至少一時 -17- 1292002 間點建立在該至少一正確符合之膨脹應力減少之收縮 氣囊膜元件且在其內部。 8 1 .如申請專利範圍第80項之強度增強之可膨脹氣囊裝置， 其中最小收縮氣囊摺疊膜曲率半徑係產生在一可膨脹彈 性水壩頂部流動偏向鰭片之共同半徑方向及內部。 82 .如申請專利範圍第80項之強度增強之可膨脹氣囊裝置， 其中至少一個正確符合之膨脹應力減少之收縮氣囊摺疊 膜元件可在單階硬化之時被符合一致。 83 .如申請專利範圍第80項之強度增強之可膨脹氣囊裝置， 其中該強度增強之可膨脹氣囊裝置係在單階硬化之時被 製造。 84 .如申請專利範圍第80項之強度增強之可膨脹氣囊裝置， 其中又包括有一最小收縮氣囊摺疊膜曲率半徑增加嵌入 件，其係沿著該至少一個正確符合之膨脹應力減少之收 縮氣囊摺疊膜元件而定位。 8 5 ·如申請專利範圍第8 0項之強度增強之可膨脹氣囊裝置’ 其中該可膨脹膜元件可形成選自下列：可膨脹千斤頂’ 膨脹軟管，可膨脹彈性水壩，可膨脹底部-絞鏈水閘板致 動器，流體輸送軟管，及碼頭防撞器之群中之一可膨脹 物件的一部分。 8 6 ·如申請專利範圍第8 0項之強度增強之可膨脹氣囊裝置’ 其中該可膨脹膜爲彈性之可膨脹膜。 8 7 ·如申請專利範圍第8 0項之強度增強之可膨脹氣囊裝置’ 其中該至少一*個正確符合之膨張應力減少之收縮氣囊摺 -18- 1292002 疊膜元件爲實質爲直線、縱向之收縮氣囊摺疊膜。 88. 如申請專利範圍第87項之強度增強之可膨脹氣囊裝置， 其中該可膨脹膜元件形成可膨脹，底部樞轉式水閘板致動 器裝置之一部分。 89. 如申請專利範圍第87項之強度增強之可膨脹氣囊裝置， 其中該可膨脹膜元件形成可膨脹彈性水壩裝置之一部分 〇 90 ·如申請專利範圍第80項之強度增強之可膨脹氣囊裝置， 其中該至少一個正確符合之膨脹應力減少之收縮氣囊摺 鲁 疊膜元件包括有：一實質爲直線、縱向之收縮氣囊摺疊 膜以及垂直於該實質爲直線、縱向收縮氣囊摺疊膜之兩 個平行收縮氣囊端部摺疊膜。 9 1 ·如申請專利範圍第90項之強度增強之可膨脹氣囊裝置， 其中該可膨脹膜元件形成可膨脹，底部樞轉式水閘板致動 器裝置之一部分。 92 ·如申請專利範圍第80項之強度增強之可膨脹氣囊裝置， 其中該至少一個正確符合之膨脹應力減少之收縮氣囊摺 ® 疊膜元件係爲兩個實質爲直線、平行、縱向收縮氣囊摺 疊膜。 93 ·如申請專利範圍第92項之強度增強之可膨脹氣囊裝置， 其中該可膨脹膜元件形成流體輸送軟管之一部分。 94 ·如申請專利範圍第92項之強度增強之可膨脹氣囊裝置， 其中該可膨脹膜元件形成膨脹軟管之一部分。 95 ·如申請專利範圍第80項之強度增強之可膨脹氣囊裝置， -19- 1292002 其中該至少一個正確符合之膨脹應力減少之收縮氣囊摺 疊膜元件係爲圓滑、曲線之收縮氣囊摺疊膜元件。 96 .如申請專利範圍第95項之強度增強之可膨脹氣囊裝置， 其中該可膨脹膜元件形成可膨脹密封之一部分。 97.如申請專利範圍第95項之強度增強之可膨脹氣囊裝置， 其中該可膨脹膜元件形成膨脹千斤頂之一部分。 98 .如申請專利範圍第80項之強度增強之可膨脹氣囊裝置， 其中該至少一個正確符合之膨脹應力減少之收縮氣囊摺 疊膜元件係爲四個成矩形定位之收縮氣囊邊緣。 ® 99 .如申請專利範圍第80項之強度增強之可膨脹氣囊裝置， 其中該可膨脹膜元件形成膨脹千斤頂之一部分。 1 00 ·如申請專利範圍第8〇項之強度增強之可膨脹氣囊裝置， 其中該可膨脹膜元件形成膨脹軟管之一部分。 1 0 1 .如申請專利範圍第85項之強度增強之可膨脹氣囊裝置， 更進一步包含一可膨脹膜元件，其中該可膨脹膜元件形 成其一部分。 1 02 .如申請專利範圍第80項之強度增強之可膨脹氣囊裝置， ® 更進一步包含一可膨脹地致動之水閘板水控制系統，其 中該至少一個可膨脹氣囊形成其一部分。 1 03 ·如申請專利範圍第87項之強度增強之可膨脹氣囊裝置， 更進一步包含一橡膠水壩，其中該膨脹膜形成其一部分 〇 1 04 · —種抗可膨脹氣囊失效之強化方法，其包括有下列步驟 :以一***件使至少一個收縮氣囊揺疊膜積極地順應以 -20- 1292002 便具有減少之膨脹氣囊應力；建立一可響應於該收縮氣 囊摺疊膜及包含該收縮氣囊摺疊膜之可膨脹膜元件；以 及建立一可響應於該可膨脹膜元件之加壓流體入口元件 〇 1 Q5 ·如申請專利範圍第1 04項之抗可膨脹氣囊失效之強化方 法，其中該使至少一個收縮氣囊摺疊膜積極地順應以便 具減少之膨脹氣囊應力的步驟包括有：增加該至少一個 收縮氣囊摺疊膜之最小曲率半徑之步驟。 1 06 ·如申請專利範圍第丨04項之抗可膨脹氣囊失效之強化方 參 法，其中該使至少一個收縮氣囊摺疊膜積極地順應以便 ft具有減少之膨脹氣囊應力的步驟包括有：將一縱向嵌 A元件沿著該可膨脹膜元件之至少一個收縮氣囊摺疊膜 定位，將該可膨脹膜硬化，及可溶解地移除該縱向嵌入 元件之步驟。 1 07 ·如申請專利範圍第1 06項之抗可膨脹氣囊失效之強化方 法，其中該嵌入元件係爲共晶鹽類之嵌入元件。 1 08 .如申請專利範圍第丨06項之抗可膨脹氣囊失效之強化方 * 法，其中該嵌入元件係爲鋁嵌入元件。 1 09 ·如申請專利範圍第1 04項之抗可膨脹氣囊失效之強化方 法，其中該使至少一個收縮氣囊摺疊膜積極地順應以便 具有減少之膨脹氣囊應力的步驟，以及該建立一可膨脹 膜元件之步驟均在一單階硬化中被執行。 1 1 〇 ·如申請專利範圍第1 〇4項之抗可膨脹氣囊失效之強化方 法，其中該使至少一個收縮氣囊摺疊膜積極地順應以便 -21 - 1292002 具有減少之膨脹氣囊應力的步驟包括有：積極地順應一 實質爲直線之縱向收縮氣囊摺疊膜之步驟。 1 1 1 .如申請專利範圍第1 1 0項之抗可膨脹氣囊失效之強化方 法，其中該積極地順應一實質爲直線之縱向收縮氣囊摺 疊膜之步驟包括有：積極地順應一可膨脹彈性水壩膜之 步驟。 1 1 2 .如申請專利範圍第1 1 〇項之抗可膨脹氣囊失效之強化方 法，其中該積極地順應一實質爲直線之縱向收縮氣囊摺 疊膜之步驟包括有：積極地順應一可膨脹底部樞轉水控 鲁 制閘致動器膜之步驟。 1 1 3 .如申請專利範圍第1 04項之抗可膨脹氣囊失效之強化方 法，其中該使至少一個收縮氣囊摺疊膜積極地順應以便 具有減少之膨脹氣囊應力的步驟包括有：積極地順應於 兩個平行之收縮氣囊端部摺疊膜及一垂直於每一該兩個 平行之收縮氣囊端部摺疊膜之實質爲直線之縱向收縮氣 囊摺疊膜的步驟。 1 1 4 .如申請專利範圍第1 1 3項之抗可膨脹氣囊失效之強化方 ® 法，其中積極地順應兩個平行之收縮氣囊端部摺疊膜及 一垂直於每一該兩個平行之收縮氣囊端部摺疊膜之實質 爲直線之縱向收縮氣囊摺疊膜的步驟包括有：積極地順 應一可膨脹底部樞轉水控制閘致動器膜之步驟。 1 1 5 .如申請專利範圍第1 1 3項之抗可膨脹氣囊失效之強化方 法，其中積極地順應兩個平行之收縮氣囊端部摺疊膜及 一垂直於每一該兩個平行之收縮氣囊端部摺疊膜之實質 - 2 2 - 1292002 爲直線之縱向收縮氣囊摺疊膜的步驟包括有：積極地順 應一可膨脹彈性水壩膜之步驟。 1 1 6 .如申請專利範圍第1 〇4項之抗可膨脹氣囊失效之強化方 法，其中該使至少一個收縮氣囊摺疊膜積極地順應以便 具有減少之膨脹氣囊應力的步驟包括有：積極地順應一 圓滑、曲線收縮氣囊摺疊膜之步驟。 1 1 7 .如申請專利範圍第1 1 6項之抗可膨脹氣囊失效之強化方 法，其中該積極地順應一圓滑、曲線收縮氣囊摺疊膜之 步驟包括有：積極地順應一可膨脹密封膜之步驟。 馨 1 1 8 ·如申請專利範圍第1 1 6項之抗可膨脹氣囊失效之強化方 法，其中該積極地順應一圓滑、曲線收縮氣囊摺疊膜之 步驟包括有：積極地順應一膨脹千斤頂膜之步驟。 1 1 9 .如申請專利範圍第1 1 6項之抗可膨脹氣囊失效之強化方 法，其中該積極地順應一圓滑、曲線收縮氣囊摺疊膜之 步驟包括有：積極地順應一碼頭防撞器膜之步驟。 1 20 ·如申請專利範圍第丨〇4項之抗可膨脹氣囊失效之強化方 法，其中該使至少一個收縮氣囊摺疊膜積極地順應的步 胃 驟包括有：積極地順應於兩個平行之縱向收縮氣囊摺疊 膜及一垂直之收縮氣囊端部摺疊膜之步驟。 1 2 1 ·如申請專利範圍第丨20項之抗可膨脹氣囊失效之強化方 法’其中該積極地順應一圓滑、曲線收縮氣囊摺疊膜之 步驟包括有··積極地順應一膨脹軟管之步驟。 1 2 2 ·如申請專利範圍第1 〇 4項之抗可膨脹氣囊失效之強化方 法，其中該使至少一個收縮氣囊摺疊膜積極地順應以便 -23 - 1292002 具有減少之膨脹氣囊應力的步驟包括有：積極地順應四 個矩形狀定位之收縮氣囊摺疊膜的步驟。 i 23 .如申請專利範圍第1 22項之抗可膨脹氣囊失效之強化方 法，其中該積極地順應四個矩形狀定位之收縮氣囊摺疊 膜的步驟包括有：積極地順應一可膨脹千斤頂膜之步驟 〇 1 24 .如申請專利範圍第1 22項之抗可膨脹氣囊失效之強化方 法，其中該積極地順應四個矩形狀定位之收縮氣囊摺疊 膜的步驟包括有：積極地順應一碼頭防撞器膜之步驟。 1 25 ·如申請專利範圍第1 04項之抗可膨脹氣囊失效之強化方 法，其中該使至少一個收縮氣囊摺疊膜積極地順應的步 驟包括有：積極地順應於兩個平行之縱向收縮氣囊端部 摺疊膜之步驟。 1 26 ·如申請專利範圍第1 25項之抗可膨脹氣囊失效之強化方 法，其中該積極地順應於兩個平行之縱向收縮氣囊端部 摺疊膜之步驟包括有：積極地順應於一膨脹軟管之步驟 〇 1 27 .如申請專利範圍第1 25項之抗可膨脹氣囊失效之強化方 法，其中該積極地順應兩個平行之縱向收縮氣囊端部摺 疊膜之步驟包括有：積極地順應一流體輸送軟管之步驟 〇 1 28 .如申請專利範圍第丨25項之抗可膨脹氣囊失效之強化方 法，其中該積極地順應於兩個平行之縱向收縮氣囊端部 摺疊膜之步驟包括有：積極地順應一碼頭防撞器之步驟 -24 - 1292002 1 29 ·如申請專利範圍第1 04項之抗可膨脹氣囊失效之強化方 法，其中該建立可膨脹膜元件之的步驟包括有：建立彈 性可膨脹水閘致動器膜之步驟，該膜被形成可使該至少 一個水閘板繞至少一水閘板之上游前緣轉動。 1 3 0 . —種可膨脹彈性水壩裝置，其包括有：一可膨脹膜；一 可響應於該可膨脹膜之頂部流動偏向鰭片；及可受到該 可膨脹膜之響應的可膨脹膜至地基之固定元件；其中該 可膨脹膜包括有縱向嵌入元件，其被定位在該頂部流動 馨 偏向鰭片之共同徑向及內部。 1 3 1 .如申請專利範圍第1 3 0項之可膨脹彈性水壩裝置，其中 該縱向嵌入元件係爲淚滴型之橫剖面型嵌入元件。 1 3 2 ·如申請專利範圍第1 3 0項之可膨脹彈性水壩裝置，其中 該可膨脹薄至地基之固定元件包括有可受到該可膨脹膜 之響應的可膨脹膜至地基之夾緊保持元件；及可受到該 可膨脹膜至地基之夾緊保持元件之響應的可膨脹膜至地 基之至地基之夾緊保持強化元件。 ® 1 33 .如申請專利範圍第1 30項之可膨脹彈性水壩裝置，其中 該可膨脹膜至地基之固定元件及該可膨脹膜均爲彈性。 13 4.—種可膨脹彈性水壩裝置，其包括有：一可膨脹膜；一 可響應於該可膨脹膜之流動偏向鰭片；及可膨脹膜至地 基之固定元件；其中該可膨脹膜包括有積極地順應相鄰 流動偏向鰭片內氣囊部分而具有膨脹氣囊應力減少時所 需之最小曲率半徑的顯著增加，並且其中一相鄰於收縮 -25 - 1292002 氣囊流動偏向鰭片之外形顯示約3 0度或較大的空間外形 點角度，而且亦顯示一圓弧內氣囊曲率。 1 3 5 .如申請專利範圍第1 3 4項之可膨脹彈性水壩裝置，其中 可膨脹膜至地基之固定元件包括有楔狀之可膨脹膜至地 基之夾緊保持元件。 1 3 6 .如申請專利範圍第1 3 4項之可膨脹彈性水壩裝置，其中 可膨脹膜至地基之固定元件包括有平坦之可膨脹膜至地 基之至地基之可夾緊保持元件，及可受到該平坦之可膨 脹膜至地基之至地基之可夾緊保持元件之響應的可膨脹 馨 膜至地基之至地基之夾緊保持強化元件。 1 3 7 . —種可膨脹彈性水壩裝置，其包括有：一可膨脹膜；一 可響應於該可膨脹膜之流動偏向鰭片；及可膨脹膜至地 基之固定元件；其中該可膨脹膜包括有：積極地順應相 鄰流動偏向鰭片內氣囊部分而具有圓角化朝內指向之曲 率半徑，並且其中一相鄰於收縮氣囊流動偏向鰭片之外 形顯示約30度或較大的空間外形點角度，而且亦顯示一 圓弧內氣囊曲率。 · 1 38 ·如申請專利範圍第1 37項之可膨脹彈性水壩裝置，其中 可膨脹膜至地基之固定元件包括有楔狀之可膨脹膜至地 基之夾緊保持元件。 1 3 9 ·如申請專利範圍第1 3 7項之可膨脹彈性水壩裝置，其中 可膨脹膜至地基之固定元件包括有平坦之可膨脹膜至地 基之至地基之可夾緊保持元件，及可受到該平坦之可膨 脹膜至地基之至地基之可夾緊保持元件之響應的可膨脹 -26- 1292002 膜至地基之至地基之夾緊保持強化元件。 1 40 . —種可膨脹彈性水壩抗失效強化方法，其包括有：積極 地順應一相鄰頂部流動偏向鰭片之氣囊摺疊膜，以使膨 脹氣囊具有減少之應力，並且相鄰於收縮氣囊流動偏向 鰭片之外形顯示約3 0度或較大的空間外形點角度；建立 一可響應於該相鄰頂部流動偏向鰭片之氣囊摺疊膜的可 膨脹膜元件；及建立一可響應於該可膨脹膜元件之加壓 流體入口元件。 1 4 1 . 一種可膨脹彈性水壩抗失效強化方法，其包括有：積極 41 地順應一相鄰頂部流動偏向鰭片之氣囊摺疊膜，以使膨 脹氣囊具有減少之應力，並且相鄰於收縮氣囊流動偏向 鰭片之外形爲正圓弧外形；建立一可響應於該相鄰頂部 流動偏向鰭片之氣囊摺疊膜的可膨脹膜元件；及建立一 可響應於該可膨脹膜元件之加壓流體入口元件。 142·~種可膨脹物件裝置，其包括有： -一可膨脹氣囊元件；一可響應於該可膨脹氣囊元件 之加壓流體入口元件；及可受到該可膨脹氣囊元件之 ® 響應的可膨脹氣囊至地基之固定元件； 其中該可膨脹氣囊元件包括有至少一周圍方向連續且 一體相鄰之內氣囊層。 143 .如申請專利範圍第142項之可膨脹物件裝置，其中該至 少一個周圍方向連續且一體相鄰之內氣囊層爲補強氣囊 囊層（ρ 1 y )。 1 44 .如申請專利範圍第丨42項之可膨脹物件裝置，其中該至 - 27- 1292002 少一個周圍方向連續且一體相鄰之內氣囊層爲最內部之 補強氣囊囊層（p 1 y )。 1 45 ·如申請專利範圍第1 42項之可膨脹物件裝置，其中該至 少一個周圍方向連續且一體相鄰之內氣囊層爲至少一個 垂直溢流收縮氣囊接頭橫貫囊層（p 1 y)。 1 46 ·如申請專利範圍第1 45項之可膨脹物件裝置，其中該至 少一條垂直溢流收縮氣囊接頭橫貫囊層（p 1 y )爲至少〜個 接頭橫貫補強囊層（P 1 y )。 1 47 ·如申請專利範圍第丨46項之可膨脹物件裝置，其中該至 鲁 少一個接頭橫貫補強囊層（p 1 y )係爲兩個接頭橫貫補強囊 層（p 1 y ) 〇 1 48 ·如申請專利範圍第丨42項之可膨脹物件裝置，其中該至 少一個周圍方向連續且一體相鄰之內氣囊層包括有沿著 位於一平面內之周圍成連續狀之層，該平面係平行於氣 囊擴張軸心且其垂直分量實質上垂直於蓄水之水平力分 量。 1 49 .如申請專利範圍第丨42項之可膨脹物件裝置，其中又包 * 括有一可響應於該可膨脹氣囊之閘板絞鏈活板元件。 1 50 ·如申請專利範圍第丨42項之可膨脹物件裝置，其中該可 膨脹氣囊至地基之固定元件包括有可膨脹氣囊至地基之 夾緊保持元件；及該可受到該可膨脹氣囊至地基之夾緊 保持元件響應之可膨脹氣囊至地基之至地基之夾緊保持 強化元件。 1 5 1 ·如申請專利範圍第1 42項之可膨脹物件裝置，其中該可 -28- 1292002 膨脹氣囊至地基之固定元件包括有楔狀之可膨脹氣囊至 地基之夾緊保持元件。 1 5 2 •如申請專利範圍第1 42項之可膨脹物件裝置，其中該可 膨脹氣囊爲選自包含有：可膨脹水閘致動器氣囊及可膨 脹水壩之群中的一可膨脹氣囊。 1 5 3 ·如申請專利範圍第1 42項之可膨脹物件裝置，其中該可 膨脹氣囊爲選自包含有：碼頭防撞器及可膨脹密封之群 中的一可膨脹氣囊。 1 5 4 . —種可膨脹地致動之水閘板水控制系統，其包括有申請 修 專利範圍第1 46項所敘述之可膨脹物件裝置。 155 .—種橡膠水壩，其包括有申請專利範圍第146項所敘述 之可膨脹物件裝置。 156.—種可膨脹物件裝置，其包括有： -一可膨脹水控制氣囊元件；一可響應於該可膨脹水控 制氣囊元件之加壓流體入口元件；及可受到該可膨脹 水控制氣囊元件之響應的可膨脹氣囊至地基之固定元 件； · 其中該可膨脹水控制氣囊元件包括有至少一個一體相 鄰之內氣囊層，其具有一成水平且垂直於可能流動方 向之安裝或膨脹狀態的縱向中央軸心。 157 ·如申請專利範圍第156項之可膨脹物件裝置，其中該至 少〜個一體相鄰之內氣囊層係爲補強氣囊囊層（ply)。 1 58.如申請專利範圍第156項之可膨脹物件裝置，其中該至 少——體相鄰之內氣囊層係爲最內部之補強氣囊囊層 一 29- 1292002 (ply)。 1 59 .如申請專利範圍第1 56項之可膨脹物件裝置，其中該至 少一個一體相鄰之內氣囊層係爲至少一接頭橫貫囊層 (ply)。 1 60 .如申請專利範圍第1 59項之可膨脹物件裝置，其中該至 少一個垂直溢流收縮氣囊接頭橫貫囊層（p 1 y )爲至少一接 頭橫貫補強囊層（p 1 y )。 1 6 1 .如申請專利範圍第1 60項之可膨脹物件裝置，其中該至 少一接頭橫貫補強囊層（p 1 y )係爲兩接頭橫貫補強囊層 0 (ply)。 1 62 ·如申請專利範圍第1 56項之可膨脹物件裝置，其中該至 少一個一體相鄰之內氣囊層包括有沿著位於一平面內之 周圍成連續狀之層，該平面係平行於氣囊擴張軸心且其 垂直向量實質上垂直於蓄水之水平力分量。 1 63 ·如申請專利範圍第1 56項之可膨脹物件裝置，其中又包 括有一可響應於該可膨脹氣囊之閘板絞鏈活板元件。 1 64 .如申請專利範圍第1 56項之可膨脹物件裝置，其中該可 ® 膨脹氣囊至地基之固定元件包括有可膨脹氣囊至地基之 夾緊保持元件；及該可受到該可膨脹氣囊至地基之夾緊 保持元件響應之可膨脹氣囊至地基之至地基之夾緊保持 強化元件。 1 65 ·如申請專利範圍第1 56項之可膨脹物件裝置，其中該可 膨脹氣囊至地基之固定元件包括有楔狀之可膨脹氣囊至 地基之夾緊保持元件。 - 3 0 - 1292002 166 ·如申請專利範圍第156項之可膨脹物件裝置，其中該可 膨脹水控制氣囊爲選自包含有：可膨脹水閘致動器氣囊 及可膨脹水壩之可膨脹水控制氣囊群中的一可膨脹水控 制氣囊。 167 ·如申請專利範圍第156項之可膨脹物件裝置，其中該可 膨脹水控制氣囊爲選自包含有：碼頭防撞器及可膨脹密 封之群中的一可膨脹水控制氣囊。 1 6 8 . —種水控制裝置，其包括有： -可膨脹水控制氣囊元件，當安裝時其被固定到水控制 鲁 閘板底緣；一可響應於該可膨脹水控制氣囊元件之加 壓流體入口元件；及可受到該可膨脹水控制氣囊元件 之響應的可膨脹氣囊至地基之固定元件； 其中該可膨脹水控制氣囊元件包括有至少一垂直溢流 收縮氣囊接頭橫貫囊層（Ply)。 1 69 .如申請專利範圍第1 68項之水控制裝置，其中該可膨脹 水控制氣囊元件包括有——體相鄰之內氣囊層。 1 70 .如申請專利範圍第1 68項之水控制裝置，其中該至少一 ® 個垂直溢流收縮氣囊接頭橫貫囊層（ply)爲至少一個垂直 溢流接頭橫貫補強囊層（p 1 y )。 i 7丨.如申請專利範圍第1 70項之水控制裝置，其中該至少一 個垂直溢流接頭橫貫補強囊層（p 1 y )爲兩個接頭橫貫補強 囊層（p 1 y )。 1 72 . —種可膨脹物件之強度增強的方法，其包括有下列步驟 :建立至少一個強化之可擴張內層，以具有連續相鄰垂 -31- 1292002 直之平面狀周邊；建立一可響應於該至少一個強化之可 擴張內層之可膨脹物件端部；建立至少一個強化可擴張 外層之一部分，其係在強化可擴張內層之外側及與其直 接接觸；建立一加壓流體入口元件，以產生一通過該至 少一強化可擴張內層及該強化可擴張外層之該部分的流 體移動口；將該至少一個強化可擴張外層之其餘部分從 該至少一個強化可擴張內層沿著一層擴散線而擴散；以 及建立一具有該至少一個強化可擴張外層之至少該其餘 部分的可膨脹氣囊至地基之固定元件。 1 73 .如申請專利範圍第1 72項之可膨脹物件之強度增強的方 法，其中該建立一具有該至少一個強化可擴張外層之至 少該其餘部分的可膨脹氣囊至地基之固定元件的步驟又 包括有：建立一具有該至少一個強化可擴張外層之至少 該其餘部分的水閘-到-可膨脹水閘致動器固定元件之步 驟。 1 74 .如申請專利範圍第1 73項之可膨脹物件之強度增強的方 法，其中該可膨脹物件係一可膨脹水閘板控制致動器元 件。 i 7 5 .如申請專利範圍第1 72項之可膨脹物件之強度增強的方 法，其中該可膨脹物件爲一可膨脹彈性水壩氣囊。 i 76 .如申請專利範圍第1 72項之可膨脹物件之強度增強的方 法，其中該建立至少一個強化之可擴張內層的步驟包括 有：建立至少一個強化之彈性內層的步驟，並且該僅建 立至少一個強化可擴張外層之一部分的步驟包括有：僅 -32- 1292002 建立至少一個強化彈性外層之一部分的步驟。 177·〜種加壓流體入口裝置，其包括有： -加壓流體輸送器啣接元件； •厚度強化內緣元件，其可響應於該加壓流體輸送器啣 接元件； -厚度減少之外緣元件，其可響應於該厚度強化內緣元 件，並且在安裝狀態下可與可膨脹膜分離曲線之相鄰 膜接觸；及 -厚度變化本體元件，其被裝設在該厚度強化內緣元件 ® 與該厚度減少之外緣元件之間。 1 78 .如申請專利範圍第丨77項之加壓流體入口裝置，其中該 加壓流體輸送器御接元件爲一加壓空氣輸送器御接兀件 〇 1 7 9 ·如申請專利範圍第丨7 7項之加壓流體入口裝置，其中該 加壓流體入口裝置亦可操作做爲加壓流體出口裝置之用 〇 1 8 0 ·如申請專利範圍第丨7 7項之加壓流體入口裝置，其中該 加壓流體輸送器啣接元件爲一螺紋嚙合元件。 1 8 1 ·如申請專利範圍第1 7 7項之加壓流體入口裝置，其中該 厚度變化本體元件爲一青銅製之厚度變化本體元件。 1 82 ·如申請專利範圍第1 77項之加壓流體入口裝置，其中該 加壓流體輸送器啣接元件，該厚度強化內緣元件，及該 厚度減少之外緣元件均係爲青銅所製成。 1 8 3 ·如申請專利範圍第1 7 7項之加壓流體入口裝置，其中該 - 33 - 1292002 厚度減少之外緣元件爲實質圓形° 1 8 4 .如申請專利範圍第1 7 7項之加壓流體入口裝置’其中該 厚度變化本體元件包括有平頂、可與可膨脹膜接觸之邊 緣，及相反面對之平面、環狀而可與可膨脹膜接觸之邊 緣。 1 8 5 .如申請專利範圍第1 8 4項之加壓流體入口裝置，其中該 平頂可與可膨脹膜接觸之邊緣爲可與外部膜接觸之邊緣 〇 1 86 .如申請專利範圍第1 77項之加壓流體入口裝置，其中該 厚度強化內緣元件係爲厚度強化、加壓流體輸送器啣接 元件相鄰之內緣元件。 1 87 .如申請專利範圍第1 77項之加壓流體入口裝置，其中該 厚度減少之外緣元件係爲具有外部邊緣曲率半徑之外部 圓角化之外緣元件。 1 88 .如申請專利範圍第1 87項之加壓流體入口裝置，其中該 外部邊緣曲率半徑充分地小，以排除在可膨脹膜分離曲 線上形成無用空間。 1 89 ·如申請專利範圍第1 88項之加壓流體入口裝置，其中該 外部邊緣曲率半徑約爲0 . 0 6 2 5英吋。 1 9 0 . —種彈性可膨脹物件，其具有如申請專利範圍第丨7 7項 所敘述之加壓流體入口裝置。 1 9 1 · 一種碼頭防撞器，其具有如申請專利範圍第丨7 7項所敘 述之加壓流體入口裝置。 1 9 2 · —種可膨脹彈性水壩，其具有如申請專利範圍第1 7 7項 一 34 - 1292002 所敘述之加壓流體入口裝置。 1 93 . —種可膨脹水閘板致動器，其具有如申請專利範圍第1 77 項所敘述之加壓流體入口裝置。 1 94 ·如申請專利範圍第1 77項之加壓流體入口裝置，其中該 加壓流體入口裝置在初次硬化期間係被安裝在一*彈性可 膨脹物件膜中。 1 95 · —種可膨脹地致動之水閘板水控制系統，其包括有至少 一個可膨脹水閘板致動器，其具有如申請專利範圍第1 7 7 項之加壓流體入口裝置。 1 96 · —種將加壓流體來回輸送於可膨脹物件之方法，其包括 有下列步驟：形成具有加壓流體入口元件孔之加壓流體 入口元件的尺寸；將該加壓流體入口元件建立在兩個接 觸相鄰的可膨脹物件層之間；及建立一與加壓流體入口 元件孔同軸之可膨脹物件層孔。 1 97 .如申請專利範圍第1 96項之將加壓流體來回輸送於可膨 脹物件之方法，其中該加壓流體入口元件被建立在兩個 接觸相鄰的可膨脹物件層之間的步驟包括有：將該加壓 流體入口元件建立在兩個接觸相鄰的強化彈性可膨脹物 件層之間，並且該建立該可膨脹物件層孔之步驟包括有 :建立一彈性可膨脹物件層孔之步驟。 1 98 . —種將加壓流體來回輸送於可膨脹物件之方法，其中加 壓流體入口元件孔係以申請專利範圍第1 97項之方法而 建立者。 1 99 . 一種將加壓流體來回輸送於可膨脹物件之方法，其包括 1292002 有下列步驟： -產生一加壓流體輸送器啣接元件；建立一可響應於該 加壓流體輸送器啣接元件之厚度強化內緣元件； -建立一厚度減少之外緣元件，其可響應於該厚度強化 內緣元件，並且在安裝狀態下可與可膨脹膜分離曲線 相鄰之膜接觸；及 -建立一厚度變化本體元件，其被裝設在該厚度強化內 緣元件與該厚度減少之外緣元件之間。 200 .如申請專利範圍第1 99項之將加壓流體來回輸送於可膨 ® 脹物件之方法，其中又包括有：以該加壓流體輸送器啣 接元件、該厚度強化內緣元件、該厚度減少之外緣元件 及該位於可膨脹膜之兩個接觸-相鄰層之間的厚度變化本 體元件建立一加壓流體入口元件之步驟。 2〇1 .如申請專利範圍第200項之將加壓流體來回輸送於可膨 脹物件之方法，其中該可膨脹膜爲一水控制閘致動器元 件可膨脹膜。 202 · —種水閘控制致動器元件，其中具有如申請專利範圍第 ® 1 99項所製成之加壓流體入口元件。 20 3 .如申請專利範圍第1 99項之將加壓流體來回輸送於可膨 脹物件之方法，其中該產生一加壓流體輸送器啣接元件 的步驟包括有：產生一加壓空氣輸送器啣接元件的步驟 〇 204 .如申請專利範圍第1 99項之將加壓流體來回輸送於可膨 脹物件之方法’其中該產生一加壓流體輸送器啣接元件 -36- 1292002 的步驟包括有：產生一螺紋加壓流體輸送器啣接元件的 步驟。 205 ·如申請專利範圍第丨99項之將加壓流體來回輸送於可膨 脹物件之方法，其中該建立一厚度強化內緣元件的步驟 包括有：建立一青銅製厚度強化內緣元件的步驟’該建 立一厚度減少外緣元件的步驟包括有：建立一青銅製厚 度減少外緣元件的步驟，並且該建立一厚度變化本體元 件的步驟包括有：建立一青銅製厚度變化本體元件的步 驟。 206 ·如申請專利範圍第丨99項之將加壓流體來回輸送於可膨 脹物件之方法，其中該建立厚度變化本體元件的步驟包 括有：建立一平頂內部之可膨脹膜接觸邊緣，及互相面 對之平面式，環狀外部可膨脹膜接觸邊緣之步驟。 207 ·如申請專利範圍第206項之將加壓流體來回輸送於可膨 脹物件之方法，其中該建立一平頂內部之可膨脹膜接觸 邊緣，及互相面對之平面的、環狀可膨脹膜接觸邊緣的 步驟包括有：建立一平頂外部之可膨脹膜接觸邊緣的步 驟。 208 .如申請專利範圍第1 99項之將加壓流體來回輸送於可膨 脹物件之方法，其中該建立一厚度減少外緣元件之步驟 包括有：建立一實質圓形之厚度減少外緣元件之步驟。 209 ·如申請專利範圍第1 99項之將加壓流體來回輸送於可膨 脹物件之方法，其中該建立一厚度減少外緣元件之步驟 包括有：建立一具有外緣曲率半徑之外部圓角化外緣元 - 37- 1292002 件之步驟。 2 1 0 ·如申請專利範圍第209項之將加壓流體來回輸送於可膨 脹物件之方法，其中該建立一具有外緣曲率半徑之外部 圓角化外緣元件之步驟包括有：建立一具有外緣曲率半 徑之外部圓角化外緣元件，其充分可排除在該至少一可 膨脹膜分離曲線上產生一空間之步驟。 2 1 1 ·如申請專利範圍第2 1 0項之將加壓流體來回輸送於可膨 脹物件之方法，其中該建立一具有外緣曲率半徑之外部 圓角化外緣元件之步驟包括有：建立一具有外緣曲率半 參 徑爲0 . 0625英吋之外部圓角化外緣元件。 2 1 2 . —種蓄水洩露防止裝置，其包括有： -一板間密封至地基之保持夾緊強化元件； -一可響應於該板間密封至地基之保持夾緊強化元件之 板間密封至地基之保持可夾緊元件； -一可響應於該板間密封至地基之保持可夾緊元件之上 方垂直溢流水閘板邊緣符合一致密封絞鏈元件；及 -一板間密封元件，其被固定到第1水閘板之相鄰第1 ® 邊緣部及第2水閘板之相鄰第2邊緣部，其中該第1 水閘板之相鄰第1邊緣部係裝設成與該第2水閘板之 相鄰第2邊緣部相鄰，並且該第1水閘板係裝設成與 該第2邊緣部相鄰。 2 1 3 .如申請專利範圍第2 1 2項之蓄水洩露防止裝置，其中該 可響應於該板間密封至地基之保持夾緊強化元件之板間 密封至地基之保持可夾緊元件係爲可安裝成與一可膨脹 -38 - 1292002 水閘致動器至地基之保持夾緊強化元件相鄰。 2 1 4 .如申請專利範圍第2 1 2項之蓄水洩露防止裝置，其中該 板間密封至地基之保持夾緊強化元件之外形實質上大致 爲一已安裝狀態-相鄰之可膨脹水閘致動器至地基之保持 夾緊強化元件之外形。 2 1 5 .如申請專利範圍第2 1 2項之蓄水洩露防止裝置，其中該 板間密封至地基之保持夾緊強化元件、該板間密封至地 基之保持可夾緊元件、及該上方垂直溢流水閘板邊緣符 合一致密封絞鏈元件之尺寸均被訂定爲在安裝時可配合 馨 到抵住相鄰蓄水密封元件之壓縮緊密封。 2 1 6 .如申請專利範圍第2 1 5項之蓄水洩露防止裝置，其中該 板間密封元件之一上方溢流水閘致動器絞鏈活板元件相 鄰部分之尺寸被訂定爲在安裝時可配合到抵住在已安裝 狀態··相鄰之可膨脹水閘致動器絞鏈活板元件之壓縮緊密 封。 2 1 7 ·如申請專利範圍第2 1 5項之蓄水洩露防止裝置，其中該 壓縮緊密封係爲干涉配合。 ® 2 1 8 ·如申請專利範圍第2 1 2項之蓄水洩露防止裝置，其中每 一該板間密封至地基之保持可夾緊元件、及該上方垂直 溢流水閘板邊緣符合一致密封絞鏈元件、及該板間密封 元件均係彈性。 2 1 9 .如申請專利範圍第2 1 2項之蓄水洩露防止裝置，其中又 包括有一可密封地附著在已安裝之該板間密封元件下方 之薄的防水補助板。 - 39- 1292002 220 ·如申請專利範圍第212項之蓄水洩露防止裝置，其中該 板間密封至地基之保持可夾緊元件係爲實質上平坦之板 間密封-到-溢洪道保持可夾緊元件。 22 1 ·如申請專利範圍第2 1 2項之蓄水洩露防止裝置，其中該 板間密封至地基之保持強化元件包括有一逗點式嵌入件 〇 222 ·如申請專利範圍第212項之蓄水洩露防止裝置，其中又 包括有該第1水閘板及該第2水閘板。 22 3 ·如申請專利範圍第212項之蓄水洩露防止裝置，其中又 馨 包括有一已安裝狀態-相鄰可膨脹水閘致動器裝置。 2 2 4 ·如申請專利範圍第2 1 2項之蓄水洩露防止裝置，其中該 板間密封元件突出超過一閘板下游界限之外。 225 .如申請專利範圍第224項之蓄水洩露防止裝置，其中該 突出之板間密封元件係爲水舌破碎元件。 226. 如申請專利範圍第225項之蓄水洩露防止裝置，其中該 水舌破碎元件係爲一頂部流動模式動態物件衝擊撓性水 舌破碎器。 ® 227. 如申請專利範圍第226項之蓄水洩露防止裝置，其中該 頂部流動模式動態物件衝擊撓性水舌破碎器係爲一補強 之彈性水舌破碎器。 228. 如申請專利範圍第212項之蓄水洩露防止裝置，其中該 上方垂直溢流水閘板邊緣符合一致密封絞鏈元件包括有 一上方垂直溢流、垂直、板間密封至地基之夾緊面抵接 角落擴大邊緣元件。 -40 - 1292002 229.如申請專利範圍第228項之蓄水洩露防止裝置，其中該 該上方垂直溢流水閘板邊緣符合一致密封絞鏈元件之上 方垂直溢流，垂直板間密封至地基之夾緊面抵接角落增強 邊緣元件被構成爲與一上方垂直溢流板間密封至地基之 夾緊面之所有相鄰部分抵接。 2 3 0 . —種致動之水閘板水控制系統，其包括有至少一個如申 請專利範圍第2 1 2項之所敘述之蓄水洩露防止裝置。 23 1 . —種可膨脹地致動之水閘板水控制系統，其包括有至少 一個如申請專利範圍第22 1項之所敘述之蓄水洩露防止 馨 裝置。 2 3 2 . —種以水控制閘系統而防止蓄水洩露之方法，其包括有 下列步驟： -產生一實質狹長的板間密封元件； -將該實質狹長的板間密封元件固定到第1水閘板之相 鄰第1邊緣部及第2水閘板之相鄰第2邊緣部，其中 該第1水閘板之相鄰第1邊緣部係裝設成與該第2水 閘板之相鄰第2邊緣部相鄰，並且該第1水閘板係裝 ® 設成與該第2邊緣部相鄰； -建立一可受到該實質狹長的板間密封元件之響應的板 間密封至地基之保持可夾緊元件； -建立一可受到該板間密封至地基之保持可夾緊元件之 響應的板間密封至地基之保持夾緊強化元件； -建立一可受到該板間密封至地基之保持可夾緊元件之 響應的板間密封絞鏈元件；及 一 4 1 一 1292002 -使該板間密封至地基之保持可夾緊元件之外型與一已 安裝狀態-相鄰之可膨脹水閘致動器至地基之保持可夾 緊元件之外型符合一致。 233 ·如申請專利範圍第23 2項之以水控制閘系統而防止蓄水 浅露之方法，其中該板間密封絞鏈元件又包括有：建立 一上方垂直溢流水閘板邊緣符合一致密封絞鏈元件的步 驟。 2 3 4·如申請專利範圍第2 32項之以水控制閘系統而防止蓄水 洩露之方法，其中又包括有：將該板間密封至地基之保 持夾緊強化元件做成符合於一已安裝狀態-相鄰之水閘致 動器至地基之保持夾緊強化元件的步驟。 23 5 ·如申請專利範圍第23 2項之以水控制閘系統而防止蓄水 洩露之方法，其中又包括有：將該板間密封至地基之保 t 持可夾緊元件以干涉密封進行安裝的步驟；及將該板間 密封至地基之保持夾緊強化元件以干涉，密封安裝在相鄰 水控制致動器固定元件之間的步驟。 236 ·如申請專利範圍第232項之以水控制閘系統而防止蓄水 洩露之方法，其中每一該實質狹長的板間密封元件、該 板間密封至地基之保持可夾緊元件、及該板間密封至地 基之保持夾緊強化元件均係爲彈性。 23 7.如申請專利範圍第232項之以水控制閘系統而防止蓄水 洩露之方法，其中又包括有：在該實質狹長的板間密封 元件與下方水閘板之間建立一薄的防水密封補_板之步 -42 - 1292002 238 ·如申請專利範圍第23 2項之以水控制閘系統而防止蓄水 洩露之方法，其中又包括有：將實質狹長的板間密封元 件安裝成突出超過一閘板下游界限之步驟。 23 9 ·如申請專利範圍第23 8項之以水控制閘系統而防止蓄水 洩露之方法，其中該將實質狹長的板間密封元件安裝成 突出超過一閘板下游界限之步驟包括有：將實質狹長的 板間密封元件充分地突出，以產生一水舌破碎元件之步 驟。 240 .如申請專利範圍第2 3 9項之以水控制閘系統而防止蓄水 洩露之方法，其中該水舌破碎元件係爲一頂部流動模式 動態物件衝擊撓性水舌破碎元件。 24 1 . —種可膨脹地致動之水閘板蓄水系統，其係利用申請專 利範圍第2 3 2項之以水閘系統而防止蓄水洩露之方法而 將蓄水進行密封。 242 .如申請專利範圍第24 1項之可膨脹地致動之水閘板蓄水 系統，其中又包括有：將該板間密封絞鏈元件之一上方 、垂直溢流邊緣進行角落擴大以符合於一垂直溢流、板 間密封至地基之夾緊面邊緣。 243. —種可膨脹水閘致動器，其包括有： -一可膨脹氣囊元件； -一可響應於該可膨脹氣囊元件之加壓流體入口元件； -一可受到該可膨脹氣囊元件之響應的可膨脹氣囊至地 基之固定元件；及 -一成一體之水閘板絞鏈活板元件，其可響應於該可膨 -43 - 1292002 脹氣囊至地基之固定元件並且包括有： -一垂直溢流、垂直、可膨脹氣囊至地基之夾緊面抵接 、角落擴大邊緣元件。 244.如申請專利範圍第243項之可膨脹水閘致動器，其中該 可膨脹氣囊至地基之固定元件包括有一可膨脹氣囊至地 基之保持可夾緊元件；及一可受到該可膨脹氣囊至地基 之保持可夾緊元件之響應的可膨脹氣囊至地基之保持夾 緊強化元件。 245 .如申請專利範圍第243項之可膨脹水閘致動器，其中該 可膨脹氣囊至地基之固定元件包括有一楔狀之可膨脹氣 囊至地基之保持夾緊元件。 2 46 .如申請專利範圍第243項之可膨脹水閘致動器，其中該 一體之水閘板絞鏈活板元件之垂直溢流、垂直、可膨脹 氣囊至地基之夾緊面抵接、角落擴大邊緣元件被構成爲 抵接於一垂直溢流、垂直、可膨脹氣囊至地基之夾緊面 之所有相鄰部分。 247 .如申請專利範圍第243項之可膨脹水閘致動器，其中每 一該可膨脹氣囊元件、該可膨脹氣囊至地基之固定元件 、及該一體之水閘板絞鏈活板元件均爲彈性。 2 48 . —種可膨脹地致動之水閘板水控制系統，其包括有如申 請專利範圍第243項所敘述之至少一個可膨脹水閘致動 器裝置。 2 49 . —種可膨脹水閘致動器系統強化方法，其包括有下列步 驟： -44- 1292002 -產生一可膨脹氣囊元件； -建立一可響應於該可膨脹氣囊元件之加壓流體入口元 件； -建立一可受到該可膨脹氣囊元件之響應的可膨脹氣囊 至地基之固定元件；及 -建立一可響應於該可膨脹氣囊至地基之固定元件之一 體的水閘板絞鏈活板元件；及 -將該一體的水閘板絞鏈活板元件之一上方垂直溢流邊 緣進行角落擴大，以符合於一可膨脹氣囊至地基之夾 緊面。 2 50 .如申請專利範圍第249項之可膨脹水閘致動器系統強化 方法，其中該建立一可膨脹氣囊至地基之固定元件的步 驟包括有：建立一可膨脹氣囊至地基之保持可夾緊元件 之步驟，以及建立一可受到該可膨脹氣囊至地基之保持 可夾緊元件之響應的可膨脹氣囊至地基之保持夾緊強化 元件之步驟。 25 1 .如申請專利範圍第249項之可膨脹水閘致動器系統強化 方法，其中該建立一可膨脹氣囊至地基之固定元件的步 驟包括有：建立一楔狀之可膨脹氣囊至地基之保持夾緊 元件的步驟。 252 .如申請專利範圍第249項之可膨脹水閘致動器系統強化 方法，其中該產生一可膨脹氣囊元件的步驟包括有：產 生一可膨脹彈性氣囊元件的步驟。 2 5 3.—種蓄水密封裝置，其包括有： 1292002 -一上方、蓄水密封元件，其可固定地附著到相鄰地基 滑動表面相鄰水閘板之地基滑動表面相鄰邊緣相鄰部 分，並且其包括有： -一可與水閘板符合之密封元件； -一可響應於該可與水閘板符合密封元件之地基滑動表 面相鄰、蓄水密封元件；及 -一縱向角落密封元件，其係建立在該可與水閘板符合 之密封元件與該地基滑動表面相鄰、蓄水密封元件之 間； -一可響應於該上方、蓄水密封元件之厚度減少、可樞 轉、上方垂直溢流水閘板邊緣符合一致密封元件；及 -一可響應於該厚度減少、可樞轉、上方垂直溢流水閘 板邊緣符合一致密封元件之一橋墩密封至地基之固定 元件。 2 5 4.如申請專利範圍第2 5 3項之蓄水密封裝置，其中該橋墩 密封至地基之固定元件包括有一橋墩密封至地基之保持 可夾緊元件以及可受到該橋墩密封至地基之保持可夾緊 元件之響應的橋墩密封至地基之保持夾緊強化元件。 2 5 5 .如申請專利範圍第254項之蓄水密封裝置，其中該橋墩 密封至地基之保持可夾緊元件具有一外形，其大致約爲 一已安裝狀態-相鄰可膨脹水閘板致動器至地基之可夾緊 元件之外形。 256 .如申請專利範圍第25 5項之蓄水密封裝置，其中該橋墩 密封至地基之保持可夾緊元件爲彈性且實質平坦者。 -46- 1292002 2 5 7 .如申請專利範圍第2 5 5項之蓄水密封裝置，其中該橋墩 密封至地基之保持夾緊強化元件具有一外形，其大致爲 一已安裝狀態-相鄰、可膨脹水閘板致動器至地基之保持 夾緊強化元件之外形。 258.如申請專利範圍第2 54項之蓄水密封裝置，其中該橋墩 密封至地基之保持可夾緊元件爲一實質平坦橋墩密封至 地基之保持可夾緊元件。 25 9.如申請專利範圍第2 5 8項之蓄水密封裝置，其中該橋墩 密封至地基之保持可夾緊元件顯示一已安裝狀態-相鄰、 可膨脹水閘板致動器至地基之可夾緊元件之外形。 260 .如申請專利範圍第254項之蓄水密封裝置，其中該橋墩 密封至地基之保持夾緊強化元件包括有一實質圓形之橫 剖面之嵌入件。 261 .如申請專利範圍第260項之蓄水密封裝置，其中該橋墩 密封至地基之保持夾緊強化元件包括有一逗點式嵌入件 〇 262 .如申請專利範圍第2 5 3項之蓄水密封裝置，其中該橋墩 密封至地基之固定元件包括有一楔狀之橋墩密封至地基 之保持夾緊元件。 263 ·如申請專利範圍第262項之蓄水密封裝置，其中該楔狀 之橋墩密封至地基之保持夾緊元件被構成爲具有一已安 裝狀態-相鄰、楔狀、水閘板致動器至地基之固定元件之 外形。 264 .如申請專利範圍第2 5 3項之蓄水密封裝置，其中該地基 1292002 滑動表面相鄰、蓄水密封元件爲混凝土地基滑動表面相 鄰蓄水密封元件。 2 6 5 .如申請專利範圍第2 5 3項之蓄水密封裝置’其中該地基 滑動表面相鄰蓄水密封元件係爲橋墩板相鄰蓄水密封元 件。 266.如申請專利範圍第265項之蓄水密封裝置，其中該橋墩 板相鄰蓄水密封元件爲不銹鋼所製成。 267 ·如申請專利範圍第26 5項之蓄水密封裝置，其中該橋墩 板相鄰蓄水密封元件爲聚合物。 268.如申請專利範圍第267項之蓄水密封裝置，其中該橋墩 板相鄰蓄水密封元件爲聚乙烯。 269 .如申請專利範圍第2 5 3項之蓄水密封裝置，其中該地基 滑動表面相鄰蓄水密封元件包括有一低摩擦蓄水密封元 件。 270·如申請專利範圍第269項之蓄水密封裝置，其中該低摩 擦蓄水密封元件包括有一聚合物密封元件。 271·如申請專利範圍第270項之蓄水密封裝置，其中該聚合 物密封元件包括有一聚乙烯密封元件。 272.如申請專利範圍第271項之蓄水密封裝置，其中該聚乙 烯密封元件包括有一超高分子量聚乙烯密封元件。 27 3.如申請專利範圍第271項之蓄水密封裝置，其中該聚乙 烯密封元件包括有一高密度聚乙烯密封元件。 2 7 4 ·如申請專利範圍第2 7 0項之蓄水密封裝置，其中該聚乙 烯密封元件係包含有被共同硬化成含有EPDM橡膠之強化 1292002 彈性體。 27 5 ·如申請專利範圍第270項之蓄水密封裝置，其中該聚乙 烯密封元件係包含有被共同硬化成包括EPDM橡膠及氯化 丁基橡膠之強化彈性體。 2 7 6 ·如申請專利範圍第2 7 5項之蓄水密封裝置，其中該地基 滑動表面相鄰蓄水密封元件係爲不銹鋼地基滑動表面相 鄰蓄水密封元件。 277 .如申請專利範圍第275項之蓄水密封裝置，其中該地基 滑動表面相鄰蓄水密封元件爲橡膠地基滑動表面相鄰蓄 水密封元件。 2 7 8 .如申請專利範圍第2 5 3項之蓄水密封裝置，其中該地基 滑動表面相鄰蓄水密封元件包括有橡膠密封元件。 2 7 9 .如申請專利範圍第2 7 8項之蓄水密封裝置，其中該地基 滑動表面相鄰蓄水密封元件爲聚合物地基滑動表面相鄰 蓄水密封元件。 280. 如申請專利範圍第25 3項之蓄水密封裝置，其中該地基 滑動表面相鄰蓄水密封元件包括有不銹鋼密封元件。 281. 如申請專利範圍第280項之蓄水密封裝置，其中該地基 滑動表面相鄰蓄水密封元件爲聚合物密封元件。 282. 如申請專利範圍第2 5 3項之蓄水密封裝置，其中該地基 滑動表面相鄰蓄水密封元件爲混凝土地基滑動表面相鄰 蓄水密封元件。 283 .如申請專利範圍第282項之蓄水密封裝置，其中該地基 滑動表面相鄰蓄水密封元件爲塗刷混凝土地基滑動表面 一49 一 1292002 相鄰蓄水密封元件。 284.如申請專利範圍第2 5 3項之蓄水密封裝置，其中該地基 滑動表面相鄰蓄水密封元件被彈性且角度地施加偏壓。 285 .如申請專利範圍第284項之蓄水密封裝置，其中該彈性 且角度地施加偏壓爲強化囊層（p 1 y )補強偏壓。 286.如申請專利範圍第25 3項之蓄水密封裝置，其中又包括 有該地基滑動表面相鄰水閘板。 287 ·如申請專利範圍第25 3項之蓄水密封裝置，其中又包括 有一已安裝狀態-相鄰水閘板致動器裝置。 2 88 ·如申請專利範圍第25 3項之蓄水密封裝置，其中又包括 有一已安裝狀態-相鄰地基滑動表面。 289. 如申請專利範圍第25 3項之蓄水密封裝置，其中該厚度 減少、可樞轉、上方垂直溢流水閘板邊緣順應密封元件 包括有一垂直、垂直溢流，橋墩密封至地基之夾緊面橋墩， 角落擴大邊緣元件。 290. 如申請專利範圍第289項之蓄水密封裝置，其中該垂直 橋墩密封至地基之夾緊面橋墩，角落擴大垂直溢流邊緣元 件被構成爲可抵接橋墩密封至地基之夾緊面之所有相鄰 部分。 291 ·如申請專利範圍第25 3項之蓄水密封裝置，其中該厚度 減少、可樞轉、上方垂直溢流水閘板邊緣順應密封元件 與該橋墩密封至地基之固定元件係訂定爲干涉密封之寬 度尺寸。 292·如申請專利範圍第25 3項之蓄水密封裝置，其中又包括 1292002 有可受到該地基滑動表面相鄰蓄水密封元件之響應的加 熱元件。 29 3 ·如申請專利範圍第25 3項之蓄水密封裝置，其中該地基 滑動表面相鄰蓄水密封元件包括有一沿著該地基滑動表 面相鄰蓄水密封元件之長度建立之一體硬化加熱元件。 294· ~種致動之水控制系統，其包括有申請專利範圍第253 項所敘述之至少一蓄水密封裝置。 2 9 5 · —種蓄水密封方法，其包括有下列步驟： -產生一可與水閘板符合之密封元件； -建立一可響應於該可與水閘板符合密封元件之地基滑 動表面相鄰、蓄水密封元件； -在該可與水閘板符合之密封元件與該地基滑動表面相 鄰、蓄水密封元件之間建立一縱向角落密封元件； -其中該可與水閘板符合之密封元件；該地基滑動表面 相鄰、蓄水密封元件；及該縱向角落密封元件一起形 成一上方蓄水密封元件； -將該上方蓄水密封元件固定到一地基滑動表面相鄰水 閘板之地基滑動表面相鄰、邊緣相鄰部分； -將一厚度減少、可樞轉、上方垂直溢流水閘板邊緣符 合一致密封元件樞轉地固定到該上方蓄水密封元件之 :及 -建立一可受到該厚度減少、可樞轉、上方垂直溢流水 閘板邊緣符合一致密封元件之響應的一橋墩密封至地 基之固定元件。 -51- 1292002 296.如申請專利範圍第29 5項之蓄水密封方法，其中該建立 一橋墩密封至地基之固定元件之步驟包括有：建立一橋 墩密封至地基之保持可夾緊元件及一可響應於該橋墩密 封至地基之保持可夾緊元件之橋墩密封至地基之保持夾 緊強化元件之步驟。 297·如申請專利範圍第296項之蓄水密封方法，其中該建立 一橋墩密封至地基之保持可夾緊元件之步驟包括有：建 立一橋墩密封至地基之保持可夾緊元件，其外形實質上 等於一相鄰可膨脹水閘致動器至地基之可夾緊元件的外 馨 形之步驟。 2 98.如申請專利範圍第297項之蓄水密封方法，其中該建立 一橋墩密封至地基之保持可夾緊元件之步驟包括有：建 立一彈性、實質平坦之橋墩密封至地基之保持可夾緊元 件的步驟。 2 99 ·如申請專利範圍第297項之蓄水密封方法，其中該建立 一橋墩密封至地基之保持夾緊強化元件之步驟包括有： 建立一橋墩密封至地基之保持夾緊強化元件，其具有一 * 外形大致等於安裝後-構建-相鄰、可膨脹水閘致動器至 地基之保持夾緊強化元件的外形之步驟。 3 00 .如申請專利範圍第296項之蓄水密封方法，其中該建立 ~橋墩密封至地基之保持可夾緊元件之步驟包括有：建 立一實質平坦之橋墩密封至地基之保持可夾緊元件之步 驟。 301 .如申請專利範圍第300項之蓄水密封方法，其中該建立 -52- !292〇〇2 一橋墩密封至地基之保持可夾緊元件之步驟包括有：建 立一橋墩密封至地基之保持可夾緊元件，其具有已安裝 狀態-相鄰之可膨脹水閘板致動器至地基之可夾緊元件之 步驟。 302 ·如申請專利範圍第296項之蓄水密封方法，其中該建立 一橋墩密封至地基之保持夾緊強化元件之步驟包括有： 建立一實質圓形之橫剖面嵌入件之步驟。 3 0 3 .如申請專利範圍第302項之蓄水密封方法，其中該建立 一實質圓形之橫剖面嵌入件之步驟包括有：建立一逗點 ® 式嵌入件之步驟。 3〇4.如申請專利範圍第295項之蓄水密封方法，其中該建立 一橋墩密封至地基之固定元件之步驟包括有：建立一楔 狀橋墩密封至地基之保持夾緊元件之步驟。 305.如申請專利範圍第304項之蓄水密封方法，其中該建立 ~楔狀橋墩密封至地基之保持夾緊元件之步驟包括有： 建立一楔狀橋墩密封至地基之保持夾緊元件，其具有已 安裝狀態-相鄰之楔狀水閘板致動器至地基之固定元件之 · 外形之步驟。 3 0 6 .如申請專利範圍第2 9 5項之蓄水密封方法，其中該建立 一地基滑動表面相鄰、蓄水密封元件之步驟包括有：建 立一混凝土地基滑動表面相鄰、蓄水密封元件之步驟。 3 〇 7 ·如申請專利範圍第2 9 5項之蓄水密封方法，其中該建立 一地基滑動表面相鄰、蓄水密封元件之步驟包括有：建 立一橋墩板相鄰、蓄水密封元件之步驟。 -53- 1292002 308 ·如申請專利範圍第307項之蓄水密封方法，其中該建3^ 一橋墩板相鄰、蓄水密封元件之步驟包括有··建立一不 銹鋼橋墩板相鄰、蓄水密封元件之步驟。 3〇9 .如申請專利範圍第307項之蓄水密封方法，其中該建立 一橋墩板相鄰、蓄水密封元件之步驟包括有：建立一聚 乙烯橋墩板相鄰、蓄水密封元件之步驟。 310.如申請專利範圍第29 5項之蓄水密封方法，其中該建立 —地基滑動表面相鄰、蓄水密封元件之步驟包括有：建 立一低摩擦蓄水密封元件之步驟。 3 1 1 ·如申請專利範圍第3 1 0項之蓄水密封方法，其中該建立 一低摩擦蓄水密封元件之步驟包括有：建立一聚合物密 封元件之步驟。 3 1 2 .如申請專利範圍第3 1 1項之蓄水密封方法，其中該建立 一低摩擦蓄水密封元件之步驟包括有：建立—聚乙_密 封元件之步驟。 3 1 3 ·如申請專利範圍第3 1 2項之蓄水密封方法，其中該建立 一聚乙烯密封元件之步驟包括有：建立〜超高分子量聚 乙烯蓄水密封元件之步驟。 3 1 4 ·如申請專利範圍第3 1 3項之蓄水密封方法，其中該建立 一聚乙烯密封元件之步驟包括有：建立〜高密度聚乙儲 蓄水密封元件之步驟。 3 1 5 ·如申請專利範圍第3 1 4項之蓄水密封方法，其中該建立 一聚乙烯密封元件之步驟包括有：將該聚乙丨希密封元件 共同硬化成含有EPDM橡膠強化彈性體之步驟。 1292002 3 1 6 ·如申請專利範圍第3 1 5項之蓄水密封方法，其中該建立 一聚乙嫌密封元件之步驟包括有：將該聚乙儲密封元件 共同硬化成包括EPDM橡膠及氯化丁基橡膠強化彈性體之 步驟。 3 1 7 .如申請專利範圍第3 1 6項之蓄水密封方法，其中該建立 一地基滑動表面相鄰、蓄水密封元件之步驟包括有：建 立一由不銹鋼製成的地基滑動表面相鄰、蓄水密封元件 之步驟。 3 1 8 .如申請專利範圍第3丨6項之蓄水密封方法，其中該建立 馨 〜地基滑動表面相鄰、蓄水密封元件之步驟包括有：建 立一橡膠地基滑動表面相鄰、蓄水密封元件之步驟。 319·如申請專利範圍第295項之蓄水密封方法，其中該建立 一地基滑動表面相鄰、蓄水密封元件之步驟包括有：建 立一橡膠蓄水密封元件之步驟。 320·如申請專利範圍第319項之蓄水密封方法，其中該建立 〜地基滑動表面相鄰、蓄水密封元件之步驟包括有：建 立一聚乙烯地基滑動表面相鄰蓄水密封元件之步驟。 ® 321.如申請專利範圍第295項之蓄水密封方法，其中該建立 〜地基滑動表面相鄰、蓄水密封元件之步驟包括有：建 立一不銹鋼蓄水密封元件之步驟。 3 22 ·如申請專利範圍第321項之蓄水密封方法，其中該建立 〜地基滑動表面相鄰、蓄水密封元件之步驟包括有：建 立一聚乙烯蓄水密封元件之步驟。 3 2 3 ·如申請專利範圍第295項之蓄水密封方法，其中該建立 -55- 1292002 一可受到該可與水閘板符合一致之密封元件之響應的地 基滑動表面相鄰、蓄水密封元件之步驟包括有：成角度 且彈性地施加偏壓到該地基滑動表面相鄰蓄水密封元件 之步驟。 324.如申請專利範圍第3 23項之蓄水密封方法，其中該成角 度且彈性地施加偏壓到該地基滑動表面相鄰蓄水密封元 件之步驟包括有：以強化人造橡膠囊層（P 1 y )補強彈性體 施加偏壓到該地基滑動表面相鄰、蓄水密封元件之步驟 〇 3 2 5 .如申請專利範圍第29 5項之蓄水密封方法，其中又包括 有：將該厚度減少、可樞轉、上方垂直溢流水閘板邊緣 符合一致密封元件之一上方垂直溢流邊緣進行角落擴大 ，以抵接平面橋墩密封至地基之夾緊面之所有相鄰部分 之步驟。 3 26 .如申請專利範圍第295項之蓄水密封方法，其中又包括 有：將該厚度減少、可樞轉、上方垂直溢流水閘板邊緣 符合一致密封元件與該橋墩密封至地基之固定元件訂定 爲干涉密封之寬度尺寸之步驟。 3 27.如申請專利範圍第295項之蓄水密封方法，其又包括有 :建立一可受到該地基滑動表面相鄰蓄水密封元件之熱 響應的加熱元件之步驟。 3 28.如申請專利範圍第327項之蓄水密封方法，其又包括有 :對該加熱元件施以一體硬化以做爲該地基滑動表面相 鄰蓄水密封元件之一部分的步驟。 -56*- 1292002 3 2 9 ·如申請專利範圍第2 9 5項之蓄水密封方法，其中該建立 一地基滑動表面相鄰、蓄水密封元件之步驟包括有：建 立一垂直地共面、垂直地基滑動表面相鄰蓄水密封元件 〇 3 3 0· —種水閘板滑動摩擦排除裝置，其包括有： -聚合板元件，其尺寸被訂爲可接觸一遍及可能之水閘 位置垂直邊緣延伸範圍之平面橋墩密封面；及 -一可響應於該聚合板元件之板至地基之表面固定元件 〇 3 3 1 .如申請專利範圍第3 3 〇項之水閘板滑動摩擦排除裝置， 其中該聚合板元件爲聚乙烯板元件。 3 3 2 ·如申請專利範圍第3 3丨項之水閘板滑動摩擦排除裝置， 其中該聚乙烯板元件係爲超高分子量聚乙烯板元件。 3 3 3 ·如申請專利範圍第3 3丨項之水閘板滑動摩擦排除裝置， 其中該聚乙烯板元件係爲高密度聚乙烯板元件。 3 3 4 ·如申請專利範圍第3 3 〇項之水閘板滑動摩擦排除裝置， 其中該聚合板元件爲染黑之聚乙烯板元件。 3 3 5 .如申請專利範圍第3 30項之水閘板滑動摩擦排除裝置， 其中該聚合板元件爲超高分子量聚合板元件。 3 36 .如申請專利範圍第3 3 0項之水閘板滑動摩擦排除裝置， 其中該聚合板元件爲高密度聚合板元件。 3 3 7 .如申請專利範圍第3 30項之水閘板滑動摩擦排除裝置， 其中該聚合板元件爲強化聚合板元件。 3 38·如申請專利範圍第3 37項之水閘板滑動摩擦排除裝置， 1292002 其中該強化聚合板元件爲玻璃纖維強化聚合板元件。 3 3 9 ·如申請專利範圍第3 3 0項之水閘板滑動摩擦排除裝置， 其中該板至地基之表面固定元件包括有多數個結件孔’ 其係以平均，最相鄰結件孔之分離距離而分隔。 3 40 ·如申請專利範圍第3 3 9項之水閘板滑動摩擦排除裝置， 其中該平均，最相鄰結件孔之分離距離除以聚合板元件厚 度係約小於20。 3 4 1 ·如申請專利範圍第3 4 0項之水閘板滑動摩擦排除裝置’ 其中該平均，最相鄰結件孔之分離距離除以聚合板元件厚 度係約小於1 2。 3 4 2 .如申請專利範圍第3 4 1項之水閘板滑動摩擦排除裝置， 其中該多數個結件孔邊緣係凹入之結件孔邊緣。 3 43 .如申請專利範圍第341項之水閘板滑動摩擦排除裝置， 其中該平均，最相鄰結件孔之分離距離除以聚合板元件厚 度係約爲8。 3 44.如申請專利範圍第3 30項之水閘板滑動摩擦排除裝置， 其中該板至地基之表面固定元件包括有多數個水平及垂 直對齊之結件孔，其等係以大致相等之水平結件孔分隔 距離及大致相等之垂直結件孔分隔距離而分隔之。 3 45 .如申請專利範圍第344項之水閘板滑動摩擦排除裝置， 其中每一該結件孔分離距離除以聚合板元件厚度係約小 於20。 346 ·如申請專利範圍第3 45項之水閘板滑動摩擦排除裝置， 其中每一該結件孔分離距離除以聚合板元件厚度係約小 一 58- 1292002 於12。 3 4 7 ·如申請專利範圍第3 4 6項之水閘板滑動摩擦排除裝置， 其中該多數個結件孔邊緣係凹入之結件孔邊緣。 3 48 ·如申請專利範圍第346項之水閘板滑動摩擦排除裝置， 其中每一該結件孔之分離距離除以聚合板元件厚度係約 爲8 〇 349 ·如申請專利範圍第3 30項之水閘板滑動摩擦排除裝置， 其中該板-到-垂直地基表面固定元件包括有多數個凹入 之結件孔邊緣。 _ 3 50 ·如申請專利範圍第349項之水閘板滑動摩擦排除裝置， 其中大部分該多數個凹入之結件孔邊緣之每一可用來束 縛與板元件表面齊平之低熱傳導度材料、結件凹入充塡 材。 3 5 1 .如申請專利範圍第3 50項之水閘板滑動摩擦排除裝置， 其中該與板元件表面齊平之低熱傳導度材料、結件凹入 充塡材係爲與板元件表面齊平之聚乙烯結件凹入充遁材 3 52·如申請專利範圍第3 30項之水閘板滑動摩擦排除裝置， 其中該聚合板元件爲聚合板元件可爲單一聚合板。 3 5 3 .如申請專利範圍第3 5 2項之水閘板滑動摩擦排除裝置， 其中該單一聚合板係爲聚乙烯板。 3 54·如申請專利範圍第3 30項之水閘板滑動摩擦排除裝置， 其中該聚合板元件爲聚合板元件可包括有多數個聚合板 - 59- 1292002 3 5 5 .如申請專利範圍第3 5 4項之水閘板滑動摩擦排除裝置， 其中至少兩個該多數個聚合板在安裝狀態中被容納密封 膠之溝所分離。 3 56 ·如申請專利範圍第3 54項之水閘板滑動摩擦排除裝置， 其中該多數個聚合板被固定地附著到該垂直地基表面。 3 5 7 ·如申請專利範圍第3 5 6項之水閘板滑動摩擦排除裝置， 其中該多數個聚合板被容納密封膠之溝所分離。 3 58 .如申請專利範圍第3 54項之水閘板滑動摩擦排除裝置， 其中該多數個聚合板係爲多數個聚乙烯板。 馨 3 59 .如申請專利範圍第3 58項之水閘板滑動摩擦排除裝置， 其中至少兩個該多數個聚乙烯板在安裝狀態中被容納密 封膠之溝所分離。 3 60 .如申請專利範圍第3 5 8項之水閘板滑動摩擦排除裝置， 其中該多數個聚乙烯板被固定地附著到該地基表面。 361. 如申請專利範圍第3 60項之水閘板滑動摩擦排除裝置， 其中該被固定地附著之多數個聚乙烯板被容納密封膠之 溝所分離。· 362. 如申請專利範圍第3 30項之水閘板滑動摩擦排除裝置， 其中該聚合板係包括有熱板起皺效應顯著緩和數目之結 件孔。 3 6 3 .如申請專利範圍第362項之水閘板滑動摩擦排除裝置， 其中該聚合板係具有熱板起皺效應緩和之厚度。 3 64 .如申請專利範圍第363項之水閘板滑動摩擦排除裝置， 其中該熱板起皺效應緩和之厚度約爲1 5公厘。 -60- 1292002 365 366 367 368 369 370 371 3 72 . .如申請專利範圍第3 6 3項之水閘板滑動摩擦排除裝置， 其中該熱板起皺效應緩和之厚度約爲2 5公厘。 .如申請專利範圍第3 3 0項之水閘板滑動摩擦排除裝置， 其中該聚合板係具有熱板起鈹效應緩和之厚度。 .如申請專利範圍第3 6 6項之水閘板滑動摩擦排除裝置， 其中該熱板起皺效應緩和之厚度約爲1 5公厘。 •如申請專利範圍第3 6 6項之水閘板滑動摩擦排除裝置， 其中該熱板起皺效應緩和之厚度約爲25公厘。 •〜種水閘板滑動摩擦排除方法，其特徵爲包括有下列步 β 驟： -訂定一聚合板元件之尺寸，以形成一實質爲平面聚合 板元件，其可接觸遍及可能之水閘位置垂直邊緣延伸 範圍；及 -建立一可響應於該聚合板元件之板至地基之表面固定 元件。 ，如申請專利範圍第3 6 9項之水閘板滑動摩擦排除方法， 其中該訂定一聚合板元件之尺寸的步驟包括有訂定一染 _ 黑聚合材料之尺寸的步驟° •如申請專利範圍第3 6 9項之水閘板滑動摩擦排除方法， 其中該訂定一聚合板元件之尺寸的步驟包括有訂定一超 高分子量聚合材料之尺寸的步*，驟° 如申請專利範圍第3 6 9項之水閘板滑動摩擦排除方法， 其中該訂定一聚合板元件之尺寸的步驟包括有訂定一高 密度聚合材料之尺寸的步驟° -61- 1292002 3 7 3 .如申請專利範圍第3 69項之水閘板滑動摩擦排除方法’ 其中該訂定一聚合板元件之尺寸的步驟包括有訂定一強 化聚合材料之尺寸的步驟。 3 74.如申請專利範圍第3 73項之水閘板滑動摩擦排除方法， 其中該訂定一強化聚合材料之尺寸的步驟包括有訂定一 玻璃纖維強化聚合材料之尺寸的步驟。 3 7 5 .如申請專利範圍第3 69項之水閘板滑動摩擦排除方法，1292002 . ! " ,. . , : Two. · , , 1 _4) ;i^; I No. 92 1 09468 "7FS n culvert system, actuators, and related devices and methods for sealing, manufacturing, and operation" (April 2007 amendment) Patent Application Range: 1 . An inflated balloon stress reducing device comprising a contracted balloon folded film embedding member having a substantially elongated shape formed on an inner surface of a collapsing balloon folded film of a balloon film. [2] The inflated balloon stress reducing device of claim 1, wherein the substantially elongated contracting balloon-folding membrane embedding element is a minimally contracted balloon folding membrane radius of curvature increasing element. 3 . The inflatable balloon stress reducing device of claim 1, wherein the substantially elongated contracting balloon folding film inserting member is a removable contracting balloon folding film inserting member. 4. The inflatable balloon stress reducing device according to claim 1, wherein the substantially narrow-shaped contracted airbag folded film embedded component is: the smallest radius of the airbag folded film having a cross-sectional tear shape is increased The expansion airbag stress reduction device of claim 1, wherein the substantially elongated contraction airbag folded film embedding member is an extrusion member 〇6. The expansion airbag stress is reduced according to claim 1 The device, wherein the substantially elongated and contracted airbag folded film embedding member is an elastic body 〇7. The inflatable balloon stress reducing device according to claim 1, wherein the 1 - 1292002 substantially elongated and contracted airbag folded film The embedding element comprises: a substantially elongated shape, a substantially transverse cross section of a rounded curve, a semi-cylindrical shape, an inner shrinkable airbag folded film surface contactable element; and two substantially opposite, substantially planar, internally contracted airbags folded adjacent to each other; a membrane surface contactable element responsive to the substantially elongated, substantially transverse cross-section of a rounded curve, semi-cylinder The inner shrinkable airbag folded film surface contactable member; a substantially linear, internally contracted airbag folded adjacent film surface contactable component intersecting apex element responsive to the two opposing, planar, internally contracted airbag folded phases Adjacent membrane surface contactable elements; and inner contraction balloon folded membrane # embedded body element of the element, which is established on each of the substantially elongated, substantially transverse cross-section of a smooth curve, semi-cylindrical, internally contracted balloon folded membrane surface accessible An element; the two substantially opposite, substantially planar, internally contracted balloon folded adjacent film surface contactable elements; and the substantially linear internally contracted balloon folded adjacent film surface contactable component intersecting the interior of the apex element. 8 . The inflated airbag stress reducing device of claim 7, wherein at least a main surface portion of one of the two substantially oppositely facing, substantially planar, and internally contracted airbag folded phases Adhered to the surface of the membrane adjacent to the collapsed balloon. 9. The inflatable balloon stress reducing device of claim 1, wherein the substantially elongated contracted balloon foldable film embedding member is a collapsible balloon folded film embedding member surrounded by a longitudinal space. 1 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀 膨胀Embedded components. 1 1 . The inflation balloon stress reducing device of claim 1, wherein the contracting balloon folding membrane embedding member enclosing the longitudinal space of the compressible fluid comprises at least one airbag internal-to-longitudinal space fluid transportable aperture, The fluid is responsive to a longitudinal space established by the collapsing balloon folded film embedding element enclosed by the longitudinal space. 1 2 . An inflatable balloon stress reducing device according to claim 1, further comprising an inflatable balloon membrane responsive to the substantially elongated contracting balloon-folding membrane embedding member at the at least one deflated balloon folding membrane; and responsive a pressurized fluid inlet element for the inflatable balloon membrane. 1 3 . An inflatable balloon stress reducing device according to claim 3, wherein the substantially elongated contracted balloon folding membrane embedding member is a dissolvable contracting balloon folded membrane embedding member. The inflatable balloon stress reducing device of claim 3, wherein the at least one layer of the inflatable balloon is for enclosing a membrane space, the fluid being responsive to being formed by the pressurized fluid inlet member The longitudinal space is responsive to the longitudinal space enclosed by the inlaid element by the longitudinal space. 1 5 . The inflated balloon stress reducing device of claim 14 wherein the membrane space is fluidly responsive to at least one of the inner-to-longitudinal space fluid transportable apertures of the bladder. The inflatable balloon stress reducing device of claim 1, wherein the contracting balloon corner folded film inserting member is further included. The inflatable balloon stress reducing device of claim 1, wherein -3 - 1292002 comprises at least one shrinkable airbag folded film having a collapsible airbag folded film inserting member responsive to the substantially elongated shape object. 1 8 . The inflatable balloon stress reducing device of claim 17, wherein the compressible article is a single-stage hardened compressible article. 1 9 . The inflatable balloon stress reducing device of claim 17, wherein the pressurizable article is a fluid transportable hose. 20 . The inflatable balloon stress reducing device of claim 17, wherein the at least one deflated balloon folded film is two longitudinally and substantially parallel deflated balloon folded films. The inflatable balloon stress reducing device of claim 20, wherein the pressurizable article is a fluid transportable hose, comprising a pressurized fluid inlet member, and a compressible fluid inlet a responsive fluid delivery element of the component, and a separate pressurizable fluid outlet component responsive to the fluid delivery component, wherein the fluid deliverable hose is responsive to the two longitudinally parallel contracting balloon foldable membranes The substantially elongated contraction airbag folded film is embedded in the component. 22. The inflatable balloon stress reducing device of claim 1, further comprising an expandable article having at least one collapsible balloon foldable film that is responsive to the substantially elongate contracted balloon fold film embedding element. 23. The inflatable balloon stress reducing device of claim 22, wherein the expandable article is a single-stage hardened expandable article. The expandable airbag stress reducing device of claim 22, wherein the expandable article is selected from the group consisting of: an expandable jack, an expansion hose, an expandable elastic dam, an expandable bottom-hinge sluice actuator, The fluid transports a ventilating object in the group of 4,129,2002 hoses and dock bumpers. The inflatable balloon stress reducing device of claim 22, wherein the at least one shrinkable airbag folded film is two longitudinally and substantially parallel folded airbag folded films. 2. The inflatable balloon stress reducing device of claim 25, wherein the expandable article is an expansion hose comprising an expanded hose member and a pressurized fluid inlet member responsive to the expanded hose member Wherein the expanded hose element is responsive to the substantially elongate constricted balloon folded film inlay member at the two longitudinal, substantially parallel converging bladder folded membranes. 27 . The inflated airbag stress reducing device of claim 25, wherein the expandable object is a dock crash plate comprising an expandable dock bumper element and responsive to the expandable dock bumper component A fluid-fluid inlet element, wherein the docking plate is responsive to the substantially elongate constricted balloon-folding membrane embedding element at the two longitudinal, substantially parallel, collapsing airbag folded membranes. 28.  The inflated balloon stress reducing device of claim 25, wherein the expandable article is a fluid delivery hose comprising a fluid delivery hose element and a pressurized fluid inlet element responsive to the fluid delivery hose element, Wherein the fluid delivery hose element is responsive to the substantially elongate constricted balloon foldable membrane embedding element at the two longitudinal, substantially parallel converging balloon folded membranes. 29.  The inflated balloon stress reducing device of claim 22, wherein the at least one contracted balloon folded film is a smooth continuous contracted balloon folded film. -5- 1292002 30. The inflatable balloon stress reducing device of claim 29, wherein the expandable article is an expandable seal comprising an expandable sealing member and a pressurized fluid inlet member responsive to the expandable sealing member, wherein The expandable sealing member is responsive to the substantially elongated contracted balloon foldable film embedding member 〇3 1 at the sleek and continuous deflated balloon folded film. The expansion airbag stress reduction device of claim 29, wherein the inflatable article is an expansion jack comprising an expansion jack member and a pressurized fluid inlet member responsive to the expansion jack member, wherein the expansion jack The element is responsive to the substantially elongate constricted balloon folded film embedding element at the sleek continuous collapsed balloon fold film. 32.  The inflated airbag stress reducing device of claim 29, wherein the inflatable article is a dock crash plate comprising an expandable dock bumper member and a pressurizable member responsive to the expandable dock bumper member a fluid inlet member, wherein the dock crash plate is responsive to the substantially elongate constricted balloon fold film embedding member at the sleek and continuous deflated balloon fold film. · 33.  The inflatable balloon stress reducing device of claim 22, wherein the at least one contracted balloon folded film is a four-folded contracted balloon folded film. 34.  The expansion balloon stress reducing device of claim 33, wherein the expandable member is an expansion jack comprising a substantially rectangular expandable jack member and a pressurized fluid inlet member responsive to the expandable jack member, wherein The expandable jack is responsive to the substantially elongate constricted balloon folded film inserting element at the four rectangular -6 - 1292002 shaped deflated balloon folded membranes. 3 5 . The expansion airbag stress reduction device of claim 3, wherein the inflatable article is a dock crash plate, comprising an expandable dock crash plate top member and responsive to the expandable dock crash plate a fluid-injecting element, wherein the docking plate top is responsive to the substantially elongate constricted balloon-folding membrane embedding element at the four rectangularly positioned constricted balloon folded membranes. 36 . The inflation balloon stress reducing device of claim 22, wherein the at least one contracted balloon folded film is a vertical overflow, longitudinally contracted balloon folded film. 37 . The inflatable bladder stress reducing device of claim 36, wherein the expandable article is an expandable, bottom pivoting floodgate actuator device comprising an expandable actuator airbag, a shutter actuator a fixed element to the foundation; a pressurized fluid inlet element responsive to the expandable actuator bladder; and a sluice hinge flap responsive to the ram actuator to the stationary element of the foundation, wherein the swellable The bottom pivoting sluice actuator® device is responsive to the substantially elongate deflated balloon folded membrane inlay member at a vertical overflow, longitudinally contracting the folded membrane of the balloon. 38. The inflatable balloon stress reducing device of claim 36, wherein the expandable article is an expandable elastic dam comprising an expandable elastic dam airbag; and an inflatable dam accessible to the expandable elastic dam airbag to a fixed element of the foundation; and a pressurized fluid inlet element responsive to the expandable resilient dam bladder, wherein the expandable resilient water- 7-1292002 dam is responsive to a vertical overflow, longitudinally contracting the folded membrane of the bladder The substantially elongated and contracted airbag folded film is embedded in the component. 39. The inflatable balloon stress reducing device of claim 22, wherein the at least one shrinkable airbag folded film is a vertical overflow, the longitudinally contracted airbag folded film and two parallel, aligned overflowed airbag end folded films . 40 . The inflated airbag stress reducing device of claim 39, wherein the expandable article is an expandable, bottom pivoting hydrolock actuator device comprising an expandable actuator airbag, the shutter actuated a fixed component to the foundation; a pressurized fluid inlet lug member responsive to the expandable actuator bladder; and a water slab hinge flap responsive to the ram actuator to the stationary component of the foundation, wherein The expandable, bottom pivoting sluice actuator device is responsive to the longitudinally contracting airbag folded film and the two parallel, aligned overflow deflated airbag end folded membranes at the vertical elongate shape in the vertical overflow The contracted airbag folded film is embedded in the component. The inflatable balloon stress reducing device of claim 39, wherein the expandable article is an expandable elastic dam comprising an expandable elastic dam airbag; responsive to the expandable elastic dam airbag a fixed element that expands the dam to the foundation; and a pressurized fluid inlet element responsive to the expandable resilient dam bladder, wherein the expandable resilient dam is responsive to a vertical overflow, longitudinally shrinking the bladder folded membrane and two parallel , the substantially elongated contraction balloon folded film embedded component at the end of the linear overflow contraction balloon. 42 . The inflation balloon stress reducing device of claim 22, wherein the at least one contracted balloon folding film is a contracted balloon end folded film-8 _ 1292002 and two parallel films perpendicular to the folded film end folding film , shrink the end of the balloon fold film. 43 . The inflation balloon stress reducing device of claim 42, wherein the inflatable article is an expansion hose comprising an expansion hose member and a pressurized fluid inlet member responsive to the expansion hose member, wherein The expanded hose member is responsive to the substantially elongate constricted balloon foldable film embedding member at the end of a collapsing bladder end folded film and at the two parallel collapsing bladder end folded membranes perpendicular to the folded film end fold film. 44 . The inflation balloon stress reducing device of claim 2, wherein the radius of curvature of the β minimum contraction balloon fold film is generated in the common radial direction and inside of the flow deflecting fin on the top of the expandable elastic dam. 45 . An inflatable balloon stress reducing device according to claim 1, further comprising an expandable, bottom pivoting sluice actuator device responsive to the longitudinally contracting the folded membrane of the balloon in response to at least one vertical overflow The substantially elongated contracting balloon foldable film embedding member, wherein the expandable, bottom pivoting hydrolock actuator device includes an expandable actuator bladder, a shutter actuator to a foundation securing member; responsive to a pressurized fluid inlet member of the expandable actuator bladder; and a sluice hinge flap in response to the inflatable bladder. 46 . An expansion bladder stress reducing device according to claim 45, wherein the shutter actuator-to-foundation fixing member has a shutter actuator-to-foundation-to-foundation clampable holding member and is responsive to the shutter The actuator-to-foundation-to-foundation clamp-holding element's ram actuator to the foundation-to-foundation clamping retention reinforced element. -9-1292002 47. The inflatable balloon stress reducing device of claim 46, wherein the expandable, bottom pivoting sluice actuator device is formed using a single step of hardening. 48. The inflated airbag stress reducing device of claim 1, further comprising a sluice gate system responsive to swellable actuation of at least a plurality of sluice actuators, including as claimed in claim 1 The substantially elongated and contracted balloon folded film embedded component described in the above. 4 9 · A method for reducing the stress of an inflated balloon, comprising the steps of: - producing a substantially elongated contracted balloon-folding membrane-embedded member; and establishing the substantially elongated portion along at least one of the inner surface of the collapsed balloon-folding membrane of a spring-expanded balloon membrane Shaped shrinkable airbag folded film insert. 5 0 . The method of reducing the inflation balloon stress according to claim 49, wherein the step of producing a substantially elongated contracted balloon-folding membrane-embedded member comprises the step of producing a minimally contracted balloon-folding membrane radius of curvature increasing member. 5 1 · The method for reducing the inflated airbag stress according to claim 49, wherein the step of producing a substantially elongated, substantially transversely shaped teardrop-shaped shrinkable balloon® folded film embedded component comprises molding by molding A step of embedding the element in a substantially elongated and contracted balloon fold film. 52 . The method for reducing the inflated airbag stress according to claim 49, wherein the step of producing a substantially elongated and contracted airbag folded film embedding member comprises: extruding to form a substantially elongated shape, and the substantial cross section is a teardrop shape The step of shrinking the airbag folded film into the component. 53. The method of claim 4, wherein the -10-1292002 further comprises the step of creating a substantially elongated telescopic balloon corner folded film embedded component. 54 . The method for reducing the inflated airbag stress according to claim 49 of the patent application, further comprising the step of performing single-stage hardening of the inflatable balloon film. 5 5 . An inflation balloon stress reduction method according to claim 49, further comprising the step of establishing a pressurized fluid human component responsive to the inflatable balloon membrane. 56. The method according to claim 55, wherein the step of expanding the inner surface of at least one of the inflatable balloon membranes to form a substantially elongated contraction balloon-folding membrane embedding element comprises : a step of longitudinally contracting the inner surface of the airbag folded film along one of the inflatable balloon membranes to establish the substantially elongated contraction balloon-folding membrane embedding element. 57. The method of reducing inflation balloon stress according to claim 56, wherein the edge The step of longitudinally contracting the inner surface of the airbag folded film to form a substantially elongated contraction airbag folding film embedding element comprises: longitudinally contracting the inner surface of the airbag folded film along one of the expandable elastic dams to establish a The method of reducing the balloon-folding film-embedded component of the substantially elongated shape, wherein the method for reducing the inflation of the balloon according to claim 56, wherein the longitudinally contracting the inner surface of the folded film of the balloon along the inflatable balloon film establishes a substantial lengthwise The step of shrinking the airbag folding film into the component includes: along one Water expansion bottom pivot turn control one of the actuators longitudinal deflated bladder fold membrane surface of the step of establishing a substantially elongated shape deflated bladder fold membrane -11-1292002 of the insert element. 59. The method according to claim 49, wherein the step of establishing a substantially elongated contraction balloon-folding membrane embedding element along the inner surface of at least one of the inflatable balloon membranes of the inflatable balloon membrane comprises: The step of the substantially elongated contracted balloon foldable film embedding element is established along the two longitudinal, substantially parallel constricted balloon folded film inner surfaces of the inflatable balloon membrane. 60. The method of reducing inflation balloon stress according to claim 59, wherein the substantially elongated contraction airbag folded film is formed along the inner surface of the two longitudinal, substantially parallel-contracting airbags of the inflatable balloon membrane. The step of embedding the component includes the step of establishing the substantially elongate constricted balloon folded film embedding element along the two longitudinal, substantially parallel constricted airbag folded film inner surfaces of the fluid delivery hose. 61 . The method for reducing an inflated airbag stress according to claim 59, wherein the step of forming the substantially elongated contracted balloon folding film embedding element along the inner surface of the two longitudinally and substantially parallel-contracting airbag folded films of the inflatable balloon film Included is the step of establishing the substantially elongate constricted balloon folded film insert member along the two longitudinal, substantially parallel® constricted airbag folded film inner surfaces of the expanded hose. 62. The method for reducing an inflated airbag stress according to claim 49, wherein the step of establishing a substantially elongated contracted airbag folded film embedding element along the inner surface of the at least one shrinkable airbag folded film of the inflatable airbag film comprises: following Forming the substantially elongated contraction balloon-folding membrane embedding element perpendicularly to one of the inner surfaces of the longitudinally contracting airbag folded film and longitudinally contracting the inner surface of the airbag folded film and the two parallel-contracting airbag end portions - 12-1292002 step. 63 . An inflation balloon stress reduction method according to claim 62, wherein the inner surface of the folded film of the airbag and the inner surface of the folded film of the two parallel contraction airbags are longitudinally contracted along one of the inner surfaces of the folded film of the longitudinally contracted airbag. The step of establishing the substantially elongated contracted airbag corner folded film inserting member comprises: longitudinally contracting the inner surface of the airbag folded film along one of the expandable bottom pivoting water control actuators and the two parallel contracting airbag end folded films The inner surface establishes the step of the substantially elongated contracted balloon fold® membrane-embedded component. 64 . The method of reducing inflation balloon stress according to claim 62, wherein the longitudinally shrinking the inner surface of the airbag folded film and the inner surface of the folded film of the two parallel contracting airbags are perpendicular to one of the inner surfaces of the folded film of the longitudinally contracting airbag. The step of establishing the substantially elongated contracted balloon foldable film embedding member comprises: longitudinally contracting the inner surface of the airbag folded film along one of the expandable elastic dams and the two inner surfaces of the folded film end of the collapsible bladder to establish the substantially elongated shape The step of shrinking the airbag folded film into the component is: 〇65. The method for reducing the inflation balloon stress according to claim 49, wherein the inner surface of the at least one shrinkable airbag folded film of the inflatable balloon film establishes a substantially elongated shape The step of shrinking the balloon folds into the membrane comprises the steps of: establishing the substantially elongated contracted balloon foldable membrane embedding element along the four longitudinally contracting airbag folded membrane inner surfaces of the inflatable bladder membrane. -13- 1292002 6 6 . The method for reducing an inflated airbag stress according to claim 65, wherein the step of forming the substantially elongated contracted airbag folded film embedding element along the inner surface of the four longitudinally contracting airbag folded film positioned in the inflatable balloon film The method includes the steps of: forming the substantially elongated contracted airbag folded film embedding element along four inner surfaces of the longitudinally contracting airbag folded film positioned in a rectangular shape of the expandable jack. 67. The method for reducing the inflated airbag stress according to claim 65, wherein the substantially narrow-shaped contracted airbag folded film is embedded in the inner surface of the longitudinally contracting airbag folded film which is positioned in a rectangular shape along the inflatable airbag film. The steps include the step of establishing the substantially elongated contracted airbag folded film embedding element along the four inner surfaces of the longitudinally contracting airbag folded film positioned in a rectangular shape of the dock bumper. 6 8 . The method for reducing an inflated airbag stress according to claim 49, wherein the step of establishing a substantially elongated contracted airbag folded film embedded component along the inner surface of the at least one shrinkable airbag folded film of the inflatable airbag film comprises: The two inner longitudinally contracting airbag folded film inner surfaces of the inflatable airbag film and the inner surface of a vertical airbag folded film establish the step of the substantially elongated shape of the shrinkable airbag folded film embedded component. 69. The method for reducing an inflated airbag stress according to claim 68, wherein the substantially elongated contraction airbag folding is established along the inner surface of the two parallel longitudinally contracting airbag folded films of the inflatable airbag film and the inner surface of a vertical airbag folded film. The step of inserting the membrane into the component comprises: forming a substantially elongated contraction balloon folded film embedded in the inner surface of the two parallel longitudinally contracting balloon folding membranes of the fluid delivery hose and a vertical balloon folding membrane. step. 70 . The method for reducing an inflated airbag stress according to claim 49, wherein the step of establishing a substantially elongated contracted airbag folded film embedding element along the inner surface of the at least one shrinkable airbag folded film of the inflatable airbag film comprises: following The rounded curved inner surface of the collapsible balloon of the inflatable balloon membrane establishes the step of the substantially elongated contracting balloon-folding membrane-embedded component. 7 1 . The method for reducing an inflated airbag stress according to claim 70, wherein the step of establishing the substantially elongated contracted airbag folded film embedding element along the inner surface of the contracted airbag folded film around the rounded and curved side of the inflatable airbag film includes : a step of inserting the substantially elongated contracted airbag folded film into the component along the inner surface of the contraction airbag fold and the inner surface of the rounded curved portion of the expandable seal. 72. The method according to claim 70, wherein the step of expanding the balloon in the form of a contraction balloon along the smooth curved periphery of the inflatable balloon film establishes the substantially elongated contraction balloon-folding membrane embedding member The method includes the steps of: forming the substantially elongated contracted airbag folded film embedding element along the inner surface of the collapsing airbag folded film around the round and curved end of the dock bumper. 73 . The method for reducing an inflated airbag stress according to claim 70, wherein the step of establishing the substantially elongated contracted airbag folded film embedding element along the inner surface of the contracted airbag folded film around the rounded and curved side of the inflatable airbag film includes : The step of embedding the element in the substantially elongated contraction balloon fold -15-1292002 along the inner surface of the collapsing balloon folded film of the rounded curve of the expandable jack. 74. The method according to claim 49, wherein the step of establishing a substantially elongated contraction balloon-folding membrane embedding element along the ventral surface of at least one of the deflated balloon membranes of the inflatable balloon membrane comprises: : selected from the following: expandable jacks, expansion hoses, expandable elastic dams, expandable seals, expandable, bottom pivoting sluice actuators, fluid transfer hoses, and dock bumpers At least one of the swellable articles of the group of swellable airbags folds the inner surface of the airbag to establish a substantially elongated contraction of the airbag folded film into the component. 75. The method of reducing the inflated airbag stress according to claim 49, wherein the step of producing a substantially elongated contracting balloon-folding film-embedded member comprises the step of producing an elastic, substantially elongated contracting balloon-folding film-embedded member. 76 . The method for reducing an inflated airbag stress according to claim 49, wherein the step of establishing a substantially elongated contracted airbag folded film embedding element along the inner surface of the at least one shrinkable airbag folded film of the inflatable airbag film comprises: The step of partially adhering one of the substantially elongated contracted balloon folded membrane embedding elements to the proximal surface of the collapsed balloon fold film. 7 7 . The method of reducing the inflated airbag stress according to claim 49, further comprising the step of establishing a longitudinal embedding element space in the outer boundary of the teardrop of the substantially elongated contracted balloon-folding membrane embedding member. 7 8 . The method for reducing the inflated airbag stress according to claim 7 of the patent application, further comprising: using at least one layer of the inflatable balloon membrane to surround a membrane space, the fluid being responsive to the pressurized fluid The CI forms a space of 16-1292002 and is responsive to the longitudinal space. 7 9 · A method for reducing the stress of an inflated airbag, comprising: - generating a body member of a shrinkable airbag folded film embedded component; and: establishing a substantially narrow, rounded curve, semi-cylindrical inner shrinkable airbag folded film surface accessible An element that is continuous with and external to the body member of the collapsing balloon-folding film-embedded member; establishing two substantially opposite, substantially planar, substantially elongated inner-contracting airbag folded film adjacent surface contactable members, Continuing with the body member of the deflated balloon folded film inserting member and external thereto; and each of the two substantially reversing, substantially planar, substantially elongated inner contracting airbag folded film adjacent surface contactable members and the a substantially narrow, sleek curve, semi-cylindrical inner-contracted air-bag folded film surface contactable element facing the adjacent portion; and the two substantially opposite, substantially planar, substantially narrow inner contracting airbag Adjacent surface contactable elements of the folded film are adhered to a linear, internally contracted airbag folded film surface where the contact elements intersect the apex elements Adjacent. 80. An intensity-enhancing inflatable balloon device comprising: a beta-inflatable membrane having at least one collapsible balloon folded membrane element that is properly conformed to a reduction in expansion stress; and a pressurized fluid inlet member The deflated balloon folded membrane element responsive to the at least one properly conforming expansion stress reduction, wherein the at least one properly conforming systolic balloon folded membrane element having a reduced expansion stress is positively conformable, and having reduced inflation balloon stress and minimal The radius of curvature is significantly increased by the insertion of an insert at at least one point between 17 and 1292002 in the at least one properly conforming contraction of the expanded balloon membrane element and within it. 8 1 . An inflatable balloon device of the strength enhancement according to claim 80, wherein the radius of curvature of the smallest contracted balloon fold film is generated in the common radial direction and inside of the flow deflecting fin on the top of an expandable elastic dam. 82 . In the case of the strength-enhanced inflatable airbag device of claim 80, at least one of the contracted airbag folded film members which correctly meets the reduced expansion stress can be conformed at the time of single-stage hardening. 83 . The strength-enhanced inflatable airbag device of claim 80, wherein the strength-enhanced inflatable airbag device is manufactured at the time of single-stage hardening. 84 . The strength-enhanced inflatable airbag device of claim 80, further comprising a minimum contraction airbag folding film radius of curvature increase insert, which is along the at least one properly conforming contraction balloon reduction film member And positioning. 8 5 · Intensity-enhancing inflatable airbag device as claimed in claim 80, wherein the expandable membrane element can be formed from the following: an expandable jack' expansion hose, an expandable elastic dam, an expandable bottom-twist A portion of a chain sluice actuator, a fluid delivery hose, and a group of swellable objects in a group of dock bumpers. 8 6 · Intensity-enhancing inflatable balloon device as claimed in claim 80, wherein the expandable membrane is an elastic expandable membrane. 8 7 · Intensity-enhancing inflatable airbag device as claimed in claim 80 of the patent scope' wherein the at least one of the correctly conforming expansion stress reduction shrinkage balloon folds -18-1292002 is substantially straight and longitudinal Shrink the airbag to fold the film. 88.  A strength-enhancing inflatable balloon device according to claim 87, wherein the inflatable membrane member forms part of an expandable, bottom pivoting sluice actuator device. 89.  An expandable airbag device of the strength enhancement according to claim 87, wherein the expandable membrane member forms part of an expandable elastic dam device. 90. The strength-enhanced inflatable airbag device of claim 80, wherein The at least one properly conforming contraction balloon reduction lug film element comprises: a substantially linear, longitudinally contracting balloon folded film and two parallel contracting balloons perpendicular to the substantially linear, longitudinally contracting balloon folded film The end is folded. 9 1 . The strength-enhancing inflatable balloon device of claim 90, wherein the expandable membrane element forms part of an expandable, bottom pivoting sluice actuator device. 92. The strength-enhancing inflatable balloon device of claim 80, wherein the at least one properly conforming contraction of the inflation-stressed balloon is a linear, parallel, longitudinally contracted balloon fold membrane. 93. The strength-enhancing inflatable balloon device of claim 92, wherein the expandable membrane element forms part of a fluid delivery hose. 94. The strength-enhancing inflatable balloon device of claim 92, wherein the expandable membrane element forms part of an expansion hose. 95. Intensity-enhancing inflatable balloon device as claimed in claim 80, -19-1292002 wherein the at least one properly conforming contraction balloon member having a reduced expansion stress is a smooth, curved, contracted balloon folded membrane member. 96 . A strength-enhancing inflatable balloon device according to claim 95, wherein the expandable membrane element forms part of an expandable seal. 97. A strength-enhancing inflatable balloon device according to claim 95, wherein the expandable membrane element forms part of an expansion jack. 98 . The strength-enhanced inflatable airbag device of claim 80, wherein the at least one properly conforming contraction balloon-folding membrane element is a quadrangularly positioned contracting balloon edge. ® 99 . A strength-enhancing inflatable balloon device according to claim 80, wherein the expandable membrane element forms part of an expansion jack. 00. The strength-enhanced inflatable airbag device of claim 8, wherein the expandable membrane element forms part of an expansion hose. 1 0 1 . The strength-enhancing inflatable balloon device of claim 85, further comprising an expandable membrane member, wherein the expandable membrane member forms a portion thereof. 1 02 . The strength-enhancing inflatable balloon device of claim 80, further comprising an expandably actuated sluice water control system, wherein the at least one inflatable balloon forms a portion thereof. 1 03. The strength-enhanced inflatable airbag device of claim 87, further comprising a rubber dam, wherein the expansion film forms a part of the 〇10 04 - a method for strengthening the failure of the inflatable balloon, including There is the following steps: positively conforming at least one of the deflated balloon lamination membranes with an insert to reduce the inflation balloon stress with -20-1292002; establishing a foldable membrane responsive to the contraction balloon and a folded membrane comprising the contracting balloon An inflatable membrane element; and a pressurized fluid inlet element 〇1 Q5 responsive to the expandable membrane element. The method of strengthening an inflatable balloon resistant failure according to claim 1104, wherein the at least one shrinkage The step of actively conforming the balloon fold film to reduce the stress of the expanded balloon includes the step of increasing the minimum radius of curvature of the at least one collapsed balloon fold film. 1 06 · An enhanced ginseng method for anti-expandable airbag failure as claimed in claim 4, wherein the step of positively conforming at least one of the deflated balloon folding membranes so that ft has reduced inflation balloon stress comprises: The longitudinally embedded A element is positioned along at least one of the deflated balloon foldable membranes of the expandable membrane element, the expandable membrane is cured, and the step of dissolving the longitudinally embedded element is removed. 1 07 · A method for strengthening the failure of an inflatable balloon according to claim 1 of the patent application, wherein the embedded component is an embedded component of a eutectic salt. 1 08 . For example, the reinforcing method for the failure of an inflatable airbag according to the scope of claim 06, wherein the embedded component is an aluminum embedded component. 1 09. A method of strengthening an inflatable balloon failure according to claim 1104, wherein the at least one shrinkable bladder folded film is actively conformed to have a step of reducing the inflation balloon stress, and the establishing an expandable membrane The steps of the components are all performed in a single step hardening. 1 1 〇 · The method for strengthening the anti-expandable airbag failure according to claim 1 of the patent scope, wherein the at least one shrinkable airbag folded film is actively compliant so that the step of reducing the inflation balloon stress is included in the step 21 - 1292002 : Actively conforming to a step of longitudinally contracting the airbag folded film in a substantially straight line. 1 1 1 . The method for strengthening the anti-expandable airbag failure according to the Patent Application No. 110, wherein the step of actively conforming to a substantially linear longitudinally contracting airbag folding film comprises: step of actively conforming to an expandable elastic dam film . 1 1 2 . The method for strengthening the anti-expandable airbag failure according to the patent application of the first aspect, wherein the step of positively conforming to a substantially linear longitudinally contracting airbag folding film comprises: actively conforming to an expandable bottom pivoting water control The step of the brake actuator actuator film. 1 1 3 . The method for strengthening an inflatable balloon failure according to claim 1104, wherein the step of positively conforming at least one of the deflated balloon folding membranes to have reduced inflation balloon stress comprises: actively conforming to two parallel The step of shrinking the airbag end folded film and a substantially vertical longitudinally contracting airbag folded film perpendicular to each of the two parallel contracted airbag end folded films. 1 1 4 . For example, the reinforcement method for anti-expandable airbag failure of claim 133, which actively conforms to the two parallel contracted airbag end folded films and one perpendicular to each of the two parallel contracted airbag ends The step of folding the film into a linear longitudinally contracting airbag folded film includes the steps of actively conforming to an expandable bottom pivoting water control gate actuator film. 1 1 5 . The method for strengthening the anti-expandable airbag failure according to claim 133, wherein the two parallel shrinkable airbag end folded films and one perpendicular to each of the two parallel contracted airbag end folded films are actively conformed The essence - 2 2 - 1292002 The step of folding the film into a linear longitudinally contracting balloon includes the steps of actively conforming to an expandable elastic dam membrane. 1 1 6 . The method for reinforcing an inflatable balloon failure according to claim 1 of the patent application, wherein the step of positively conforming at least one of the contracted balloon folding membranes to have reduced inflation balloon stress comprises: actively conforming to a smooth, curved curve The step of shrinking the airbag to fold the film. 1 1 7 . For example, the method for reinforcing the anti-expandable airbag failure according to the patent application No. 161, wherein the step of actively conforming to a smooth, curved-contracted air-bag folded film includes the steps of actively conforming to an expandable sealing film. Xin 1 1 8 · The method for strengthening the anti-expandable airbag failure according to the patent application No. 161, wherein the step of actively conforming to a smooth, curved contraction airbag folding film comprises: actively conforming to an expansion jack film step. 1 1 9 . For example, the method for reinforcing the anti-expandable airbag failure according to the patent application No. 161, wherein the step of actively conforming to a smooth, curved-contracted airbag folded film includes the steps of actively conforming to a dock bumper film. 1 20 · A method for strengthening an inflatable balloon failure according to claim 4, wherein the step of positively accommodating at least one of the deflated balloon folds comprises: actively conforming to two parallel longitudinal directions The step of shrinking the airbag folded film and a vertical shrinking airbag end folded film. 1 2 1 · Intensive method for anti-expandable airbag failure as claimed in item 20 of the patent application 'The step of actively conforming to a smooth, curved-contracted airbag folded film includes the steps of actively complying with an expansion hose . 1 2 2 · A method for strengthening an inflatable balloon failure according to claim 1 of the patent application, wherein the at least one shrinkable airbag folded film is actively conformed so that the step of reducing the inflation balloon stress is included in the step -23 - 1292002 : The step of actively conforming to the four rectangularly positioned contracting airbag folding films. i 23 . The method for strengthening the anti-expandable airbag failure according to claim 1 22, wherein the step of positively conforming to the four rectangular-shaped contracted airbag folding film comprises: step of actively conforming to an expandable jack film 〇1 twenty four . The method of reinforcing the inflatable balloon failure according to claim 1 22, wherein the step of positively conforming to the four rectangularly positioned contracted balloon folding membranes comprises the steps of actively conforming to a dock bumper membrane. 1 25 - A method for strengthening an inflatable balloon failure according to claim 1104, wherein the step of positively conforming at least one of the collapsed balloon folds comprises: actively conforming to two parallel longitudinally contracting bladder ends The step of folding the film. 1 26 · A method for strengthening an inflatable balloon failure according to claim 25, wherein the step of positively conforming to the two parallel longitudinally contracting airbag end folded membranes comprises: actively conforming to an inflated soft The steps of the process 〇 1 27 . The method for strengthening the anti-expandable airbag failure according to claim 25, wherein the step of actively conforming to the two parallel longitudinally contracting airbag end folded films includes: a step of actively conforming to a fluid delivery hose〇 1 28 . The method for strengthening the anti-expandable airbag failure according to claim 25, wherein the step of actively conforming to the two parallel longitudinally contracting airbag end folded films comprises: step of actively conforming to a wharf bumper -24 - 1292002 1 29 - The method for strengthening the anti-expandable airbag failure as claimed in claim 1104, wherein the step of establishing the expandable membrane element comprises the steps of: establishing an elastically expandable sluice actuator membrane, The membrane is formed to rotate the at least one sluice plate about an upstream leading edge of the at least one sluice gate. 1 3 0 .  An expandable elastic dam apparatus comprising: an expandable membrane; a deflectable fin responsive to a top flow of the expandable membrane; and an expandable membrane responsive to the expandable membrane to a stationary component of the foundation Wherein the expandable membrane comprises longitudinally embedded elements positioned in a common radial and internal direction of the top flow of the fins toward the fins. 1 3 1 . An expandable elastic dam apparatus according to claim 130, wherein the longitudinally embedded component is a teardrop type cross-sectional type embedded component. 1 3 2 · The expandable elastic dam device of claim 130, wherein the expandable thin to foundation fixing element comprises an expandable membrane responsive to the expandable membrane to the foundation An element; and an inflatable film-to-foundation-to-foundation clamp-holding reinforcement element responsive to the action of the expandable membrane to the clamping retention element of the foundation. ® 1 33 . The expandable elastic dam device of claim 1, wherein the expandable film to the foundation fixing member and the expandable film are both elastic. 13 4. An expandable elastic dam apparatus comprising: an expandable membrane; a biasing member responsive to flow of the expandable membrane; and a fixed element of the expandable membrane to the foundation; wherein the expandable membrane comprises positively Compliance with the adjacent flow biasing the inner balloon portion of the fin has a significant increase in the minimum radius of curvature required for the expansion balloon stress reduction, and one of the adjacent to the contraction-25 - 1292002 airbag flow biased toward the fin to display about 30 degrees Or a larger space shape point angle, but also shows the curvature of the balloon within an arc. 1 3 5 . An expandable elastic dam apparatus according to claim 134, wherein the inflatable membrane-to-foundation fixing element comprises a wedge-shaped expandable membrane to a foundation clamping retaining element. 1 3 6 . An expandable elastic dam apparatus according to claim 134, wherein the fixing member of the expandable membrane to the foundation comprises a clampable holding member having a flat inflatable membrane to a foundation to a foundation, and is capable of being subjected to the flatness The expandable membrane to the foundation to the foundation of the clampable retaining element responsive to the expandable membrane to the foundation to the foundation of the clamp holding reinforcement element. 1 3 7 .  An expandable elastic dam apparatus comprising: an expandable membrane; a biasing member responsive to flow of the expandable membrane; and a fixed element of the expandable membrane to the foundation; wherein the expandable membrane comprises: Corresponding to the adjacent flow biasing the inner airbag portion of the fin and having a radius of curvature of the rounded inward pointing direction, and one of the adjacent concave and convex airbags is biased toward the fin to display a spatial shape point angle of about 30 degrees or larger, It also shows the curvature of the inner balloon in an arc. The expandable elastic dam apparatus of claim 1, wherein the inflatable membrane-to-foundation fixing element comprises a wedge-shaped expandable membrane to the foundation clamping retaining element. 1 3 9 · The expandable elastic dam device of claim 137, wherein the fixing element of the expandable film to the foundation comprises a clampable holding member having a flat inflatable film to a foundation to a foundation, and An expandable -26-1292002 membrane-to-foundation-to-foundation clamp-holding stiffening element that is responsive to the action of the flat expandable membrane to the foundation to the clampable retaining element of the foundation. 1 40 .  A method for resisting failure strengthening of an inflatable elastic dam, comprising: actively folding an airbag folded film of an adjacent top flow deflecting fin, so that the inflated airbag has reduced stress, and is adjacent to the shrinking airbag flow biasing fin The outer shape exhibits a spatial shape point angle of about 30 degrees or a larger; an inflatable membrane element that is responsive to the adjacent top flow deflecting fin folded film; and a responsive to the expandable membrane element Pressurized fluid inlet element. 1 4 1 .  An anti-failure strengthening method for an expandable elastic dam, comprising: actively folding an airbag folded film of an adjacent top flow deflecting fin to reduce the stress of the inflated airbag, and moving the deflecting fin adjacent to the shrinking airbag The outer shape is a positive circular arc shape; an expandable membrane element constituting a balloon folded film responsive to the adjacent top flow deflecting fin; and a pressurized fluid inlet element responsive to the expandable membrane element. 142. An expandable article device comprising: - an inflatable balloon member; a pressurized fluid inlet member responsive to the inflatable balloon member; and an expandable responsive to the inflatable balloon member a balloon-to-ground fixation element; wherein the inflatable balloon element comprises an inner balloon layer having at least one continuous circumferential direction and integrally adjacent. 143 . The swellable article device of claim 142, wherein the at least one peripherally continuous and integrally adjacent inner balloon layer is a reinforced balloon capsule layer (ρ 1 y ). 1 44 . The swellable article device of claim 42, wherein the one to - 27-1292002 is less continuous and the inner adjacent balloon layer is the innermost reinforced balloon layer (p 1 y ). 1 45. The expandable article device of claim 1, wherein the at least one circumferentially continuous and integrally adjacent inner balloon layer is at least one vertical overflow contraction balloon joint transverse capsular layer (pisu). 1 46. The expandable article device of claim 1, wherein the at least one vertical overflow contraction balloon joint traverses the capsule layer (p 1 y ) to at least ~ the joint traverses the reinforcing bladder layer (P 1 y ). 1 47 · For example, in the swellable object device of claim 46, wherein the joint is transverse to the reinforcing capsule layer (p 1 y ) and the two joints traverse the reinforcing capsule layer (p 1 y ) 〇 1 48 The swellable article device of claim 42, wherein the at least one circumferentially continuous and integrally adjacent inner balloon layer comprises a layer continuous along a circumference in a plane, the plane being parallel The airbag expands the axis and its vertical component is substantially perpendicular to the horizontal force component of the water storage. 1 49 . An expandable article device as claimed in claim 42 wherein the package includes a shutter hinge member responsive to the inflatable bladder. The swellable article device of claim 42, wherein the inflatable balloon-to-foundation fixing element comprises an inflatable balloon-to-ground clamping retention element; and the inflatable balloon can be subjected to the foundation The clamping retaining element is responsive to the expansion of the airbag to the foundation to the foundation of the clamping holding reinforcement element. 1 5 1 . The swellable article device of claim 1, wherein the 280-1292002 inflatable balloon-to-foundation fixation element comprises a wedge-shaped inflatable balloon to a grounded clamping retention element. 1 5 2 The swellable article device of claim 1, wherein the inflatable balloon is an inflatable balloon selected from the group consisting of: an inflatable sluice actuator balloon and an expandable dam. The swellable article device of claim 1, wherein the inflatable balloon is an inflatable balloon selected from the group consisting of a dock bumper and an expandable seal. 1 5 4 .  A swellable actuated sluice gate water control system comprising an expandable article device as claimed in claim 1 . 155 . A rubber dam comprising an expandable article device as described in claim 146 of the patent application. 156. An expandable article device comprising: - an expandable water control bladder member; a pressurized fluid inlet member responsive to the expandable water control bladder member; and responsive to the expandable water control bladder member The inflatable balloon-to-ground fixation element; wherein the inflatable water control balloon element comprises at least one integrally adjacent inner balloon layer having a longitudinal center that is horizontally and perpendicular to the installed or expanded state of the possible flow direction Axis. 157. The swellable article device of claim 156, wherein the at least one integral inner balloon layer is a reinforced balloon sac. 1 58. The swellable article device of claim 156, wherein the at least one adjacent inner balloon layer is the innermost reinforced balloon sac layer 29-1292002 (ply). 1 59 . The swellable article device of claim 1, wherein the at least one integrally adjacent inner balloon layer is at least one joint transverse to the ply. 1 60 . The swellable article device of claim 1, wherein the at least one vertical overflow contraction balloon joint traverses the capsule layer (p 1 y ) as at least one joint traverses the reinforcing capsule layer (p 1 y ). 1 6 1 . The swellable article device of claim 1, wherein the at least one joint traverses the reinforcing bladder layer (p 1 y ) as two joints transverse to the reinforcing capsule layer 0 (ply). The swellable article device of claim 1, wherein the at least one integrally adjacent inner balloon layer comprises a layer continuous along a circumference in a plane that is parallel to the airbag The axis is expanded and its vertical vector is substantially perpendicular to the horizontal force component of the water storage. 1 63. The expandable article device of claim 1, wherein the device further comprises a shutter hinge flap element responsive to the inflatable bladder. 1 64 . The swellable article device of claim 1, wherein the fixing member of the inflatable balloon to the foundation comprises a clamping and retaining member having an inflatable bladder to a foundation; and the inflatable bladder can be clamped to the foundation The clamping-holding reinforcing element is held tightly to hold the element in response to the expandable bladder to the foundation to the foundation. The swellable article device of claim 1, wherein the inflatable balloon-to-foundation fixation element comprises a wedge-shaped inflatable balloon to a grounded clamping retention element. - 3 0 - 1292002 166. The expandable article device of claim 156, wherein the expandable water control bladder is selected from the group consisting of: an expandable sluice actuator airbag and an expandable dam inflatable water control bladder An inflatable water in the group controls the air bag. 167. The expandable article device of claim 156, wherein the expandable water control bladder is an expandable water control bladder selected from the group consisting of: a dock bumper and an expandable seal. 1 6 8 .  a water control device comprising: - an inflatable water control air bag member that is fixed to a bottom edge of a water control ram when installed; a pressurized fluid inlet member that controls the air bag member in response to the swellable water And an inflatable balloon-to-foundation fixation element responsive to the inflatable water control bladder member; wherein the inflatable water control bladder member includes at least one vertical overflow contraction balloon joint transverse plexus layer (Ply). 1 69 . The water control device of claim 1, wherein the inflatable water control bladder member comprises a body adjacent to the inner bladder layer. 1 70 . The water control device of claim 1, wherein the at least one vertical overflow contraction balloon joint traverses the capsule layer to at least one vertical overflow joint traverses the reinforcing capsule layer (p 1 y ). i 7丨. The water control device of claim 1, wherein the at least one vertical overflow joint traverses the reinforcing bladder layer (p 1 y ) as two joints transverse to the reinforcing bladder layer (p 1 y ). 1 72 .  - A method of enhancing the strength of an expandable article, comprising the steps of: establishing at least one reinforced expandable inner layer to have a continuous planar perimeter of a continuous adjacent -31-1292002; establishing a responsive to the at least one An end portion of the reinforced expandable inner layer; an at least one portion of the reinforced expandable outer layer that is externally attached to and in contact with the outer side of the reinforced expandable inner layer; a pressurized fluid inlet member is created to create a pass The at least one enhanced inner layer and the fluid moving port of the portion of the strengthened expandable outer layer; the remaining portion of the at least one strengthened expandable outer layer is diffused from the at least one strengthened expandable inner layer along a layer of diffusion lines; And establishing a fixation element having an inflatable balloon to the foundation having at least the remaining portion of the at least one enhanced expandable outer layer. 1 73 . A method of enhancing the strength of an expandable article of claim 1 in claim 1, wherein the step of establishing an inflatable balloon-to-foundation securing member having at least the remaining portion of the at least one enhanced expandable outer layer further comprises: A step of establishing a sluice-to-expansion sluice actuator securing member having at least the remainder of the at least one reinforced expandable outer layer is established. 1 74 . A method of enhancing the strength of an expandable article of claim 1, wherein the expandable article is an expandable sluice gate control actuator component. i 7 5 . A method of enhancing the strength of an expandable article of claim 1, wherein the expandable article is an expandable elastic dam bladder. i 76 . A method of enhancing the strength of an expandable article according to claim 1 72, wherein the step of establishing at least one strengthened expandable inner layer comprises the steps of: establishing at least one strengthened elastic inner layer, and establishing only at least A step of reinforcing a portion of the expandable outer layer includes the step of: -32-1292002 establishing at least one portion of the reinforced elastic outer layer. 177. A pressurized fluid inlet device comprising: - a pressurized fluid conveyor engagement element; - a thickness-reinforced inner edge member responsive to the pressurized fluid conveyor engagement element; - a thickness reduction a rim element reinforced to the inner edge member in response to the thickness and in contact with an adjacent film of the expandable film separation curve in the mounted state; and a thickness variation body member mounted to the thickness reinforced inner edge member ® with this thickness reduces the outer edge element. 1 78 . The pressurized fluid inlet device of claim 77, wherein the pressurized fluid conveyor aligning element is a pressurized air conveyor 兀 〇 7 7 如 如 如 如 如 如 如a pressurized fluid inlet device, wherein the pressurized fluid inlet device is also operable as a pressurized fluid outlet device for use in a pressurized fluid inlet device, such as the pressurized fluid inlet device of claim 7-7 The pressure fluid conveyor engagement element is a threaded engagement element. 1 8 1 . The pressurized fluid inlet device of claim 177, wherein the thickness variation body member is a bronze thickness variation body member. 1 82. The pressurized fluid inlet device of claim 1, wherein the pressurized fluid conveyor engaging element, the thickness-reinforced inner edge member, and the reduced thickness outer edge member are made of bronze to make. 1 8 3 · The pressurized fluid inlet device of claim 177, wherein the -33 - 1292002 thickness reduction outer edge element is substantially circular 1 8 4 . The pressurized fluid inlet device of claim 177, wherein the thickness variation body member comprises a flat top, an edge that can be in contact with the expandable membrane, and an oppositely facing plane, annular, and expandable The edge of the membrane contact. 1 8 5 . The pressurized fluid inlet device of claim 184, wherein the edge of the flat top that is in contact with the expandable membrane is an edge that is in contact with the outer membrane. The pressurized fluid inlet device of claim 1, wherein the thickness-reinforced inner edge member is a thickened, inner edge member adjacent to the pressurized fluid conveyor engagement member. 1 87 . The pressurized fluid inlet device of claim 1, wherein the reduced thickness outer edge element is an outer fillet outer edge element having an outer edge radius of curvature. 1 88 . A pressurized fluid inlet device according to claim 1, wherein the outer edge has a radius of curvature that is sufficiently small to eliminate the formation of useless space on the expandable membrane separation curve. 1 89. The pressurized fluid inlet device of claim 1, wherein the outer edge has a radius of curvature of about zero.  0 6 2 5 inches. 1 9 0 .  An elastically swellable article having a pressurized fluid inlet device as described in claim 7-7. 1 9 1 A wharf bumper having a pressurized fluid inlet device as described in the seventh paragraph of the patent application. 1 9 2 - An expandable elastic dam having a pressurized fluid inlet device as described in claim 177-34-1292002. 1 93 .  An expandable floodgate actuator having a pressurized fluid inlet device as described in claim 1 77. 1 94. The pressurized fluid inlet device of claim 1, wherein the pressurized fluid inlet device is mounted in a membrane of a resiliently swellable article during primary hardening. A slidably actuated sluice gate water control system comprising at least one expandable sluice plate actuator having a pressurized fluid inlet device as claimed in claim 177. 1 96 - A method of delivering a pressurized fluid back and forth to an expandable article, the method comprising the steps of: forming a size of a pressurized fluid inlet element having a pressurized fluid inlet element aperture; establishing the pressurized fluid inlet element Two contacts between adjacent layers of swellable articles; and an swellable article layer aperture coaxial with the pressurized fluid inlet member aperture. 1 97 . A method of transporting a pressurized fluid back and forth to an expandable article, as in claim 1, wherein the step of introducing the pressurized fluid inlet member between two adjacent layers of swellable articles comprises: The pressurized fluid inlet element is established between two adjacent layers of reinforced elastically swellable article contact, and the step of establishing the swellable article layer aperture includes the step of establishing an elastically swellable article layer aperture. 1 98 .  A method of transporting a pressurized fluid back and forth to an expandable article, wherein the pressurized fluid inlet element aperture is established by the method of claim 97. 1 99 .  A method of transporting a pressurized fluid back and forth to an expandable article, comprising 1292002 having the steps of: - generating a pressurized fluid conveyor adapter element; establishing a thickness enhancement in response to the pressurized fluid conveyor adapter element Inner edge element; - establishing a thickness reduction outer edge element reinforced inwardly with respect to the thickness, and in contact with the film adjacent to the expandable film separation curve in the mounted state; and - establishing a thickness variation body An element disposed between the thickness-reinforced inner edge element and the reduced thickness outer edge element. 200 . A method of transporting a pressurized fluid back and forth to a swellable article according to claim 99, wherein the method further comprises: using the pressurized fluid conveyor adapter element, the thickness reinforced inner edge member, the thickness reduction The outer edge member and the thickness varying body member between the two contact-adjacent layers of the expandable membrane establish a pressurized fluid inlet member. 2〇1 . A method of transporting pressurized fluid back and forth to an expandable article, as in claim 200, wherein the expandable membrane is a water control gate actuator element expandable membrane. 202. A sluice control actuator element having a pressurized fluid inlet element made as claimed in the scope of the patent application. 20 3 . A method of transporting a pressurized fluid back and forth to an expandable article, such as in claim 1, wherein the step of producing a pressurized fluid conveyor engaging element comprises: generating a pressurized air conveyor engaging element Step 〇204. The method of transferring a pressurized fluid back and forth to an expandable article according to claim 99, wherein the step of generating a pressurized fluid conveyor engaging member-36-1292002 comprises: generating a threaded pressurized fluid delivery The step of connecting the components. 205. The method of transporting a pressurized fluid back and forth to an expandable article according to claim 99, wherein the step of establishing a thickness-reinforced inner edge member comprises the step of: establishing a bronze thickness-enhanced inner edge member. The step of establishing a thickness reducing outer edge member includes the steps of: establishing a bronze thickness reducing outer edge member, and the step of establishing a thickness varying body member comprises the step of: establishing a bronze thickness varying body member. 206. The method of feeding a pressurized fluid back and forth to an expandable article according to claim 99, wherein the step of establishing the thickness-changing body member comprises: establishing a flat-top inner inflatable membrane contact edge, and facing each other For the planar type, the step of contacting the edge of the annular outer expandable membrane. 207. A method of transporting a pressurized fluid back and forth to an expandable article as claimed in claim 206, wherein the flattenable inner membrane is in contact with the inflatable membrane contact edge and the planarly facing annular inflatable membrane is in contact with each other. The step of the edge includes the step of establishing an openable membrane contact edge of the flat top. 208 . A method of transporting a pressurized fluid back and forth to an expandable article, as in claim 1, wherein the step of establishing a reduced thickness outer edge member comprises the steps of: establishing a substantially circular thickness reducing outer edge member. 209. The method of conveying a pressurized fluid back and forth to an expandable article according to claim 99, wherein the step of establishing a thickness reducing outer edge member comprises: establishing an outer fillet having a radius of curvature of the outer edge The rim element - 37- 1292002 steps. 2 1 0 · A method for transporting a pressurized fluid back and forth to an expandable article as claimed in claim 209, wherein the step of establishing an outer filleted outer edge member having a radius of curvature of the outer edge comprises: establishing one having The outer radiused outer edge element of the outer radius of curvature substantially eliminates the step of creating a space on the at least one expandable membrane separation curve. 2 1 1 · A method for transporting a pressurized fluid back and forth to an expandable article as claimed in claim 2, wherein the step of establishing an outer filleted outer edge member having a radius of curvature of the outer edge comprises: establishing One has a radius of curvature with a radius of zero.  0625 inch externally rounded outer edge element. 2 1 2 .  a water storage leakage prevention device comprising: - a clamping clamping strengthening element sealed to the foundation between the plates; - an inter-plate sealing of the clamping reinforcing element in response to the inter-plate sealing to the foundation to the foundation Retaining the clampable element; - responsive to the inter-plate seal to the foundation retaining the upper vertical overflow sluice edge of the clampable element conforming to the uniform seal hinge element; and - an interplate seal element secured to An adjacent first edge portion of the first sluice plate and an adjacent second edge portion of the second sluice plate, wherein the adjacent first edge portion of the first sluice plate is installed to be opposite to the second sluice plate The adjacent second edge portions are adjacent to each other, and the first water gate plate is disposed adjacent to the second edge portion. 2 1 3 . The water storage leakage prevention device of claim 2, wherein the squeezable element is slidable in response to the inter-plate seal to the foundation to maintain the inter-plate seal of the clamping reinforcement member to the foundation. Adjacent to the clamping-strengthening element of an expandable -38 - 1292002 sluice actuator to the foundation. 2 1 4 . The water storage leakage preventing device of claim 2, wherein the inter-plate sealing to the foundation retains the clamping reinforcing member and is substantially in an installed state - the adjacent inflatable sluice actuator is The foundation retains the shape of the clamping reinforcement element. 2 1 5 . The water storage leakage prevention device of claim 2, wherein the inter-plate seal to the foundation maintains the clamp strengthening member, the inter-plate seal to the foundation retaining the clampable member, and the upper vertical overflow sluice The edges of the panel conforming to the uniform sealing hinge elements are all sized to fit snugly against the compression tight seal of the adjacent water-storing sealing element. 2 1 6 . The water storage leakage prevention device of claim 2, wherein an adjacent portion of the overflow sluice actuator hinge flap member above one of the interplate sealing members is sized to be compatible during installation To the compression tight seal of the hinged flap element of the expandable sluice actuator adjacent to the installed state. 2 1 7 · The water storage leakage prevention device of claim 2, wherein the compression tight seal is an interference fit. ® 2 1 8 · A water storage leakage prevention device according to the scope of claim 2, wherein each of the plates is sealed to the foundation to maintain the clampable element, and the upper vertical overflow sluice plate edge conforms to the uniform seal The chain element and the inter-board sealing element are both elastic. 2 1 9 . The water storage leakage prevention device of claim 2, which further includes a thin waterproof auxiliary plate that is sealably attached to the installed sealing member between the plates. - 39- 1292002 220. The water storage leakage prevention device of claim 212, wherein the inter-plate sealing to the foundation retaining the clampable element is a substantially flat interplate seal-to-spoilway retention clampable element. 22 1 · The water storage leakage prevention device of claim 2, wherein the inter-plate sealing to the foundation holding reinforcing member comprises a comma-like insert 222 222. The leakage prevention device further includes the first water shutter and the second water shutter. 22 3 • The water storage leakage prevention device of claim 212, wherein the device includes an installed state-adjacent expandable sluice actuator device. 2 2 4 . The water storage leakage prevention device of claim 2, wherein the inter-plate sealing member protrudes beyond a downstream limit of a shutter. 225 . The water storage leakage preventing device of claim 224, wherein the protruding inter-plate sealing member is a water tongue breaking member. 226.  For example, the water leakage prevention device of claim 225, wherein the water tongue breaking element is a top flow mode dynamic object impact flexible water tongue breaker. ® 227.  For example, the water storage leakage prevention device of claim 226, wherein the top flow mode dynamic object impact flexible water tongue breaker is a reinforcing elastic water tongue breaker. 228.  The water storage leakage prevention device of claim 212, wherein the upper vertical overflow sluice plate edge conforms to the uniform sealing hinge element including an upper vertical overflow, a vertical, and an interplate seal to the foundation clamping surface abutting corner Expand the edge components. -40 - 1292002 229. The water storage leakage prevention device of claim 228, wherein the upper vertical overflow sluice plate edge conforms to a vertical overflow above the uniform sealing hinge element, and the clamping surface of the vertical plate is sealed to the ground to abut the corner reinforcement The edge member is configured to abut against all adjacent portions of the clamping surface of the foundation from an upper vertical overflow plate. 2 3 0 .  An actuated sluice gate water control system comprising at least one water storage leakage prevention device as described in claim 21-2. 23 1 .  A swellably actuated sluice gate water control system comprising at least one water storage leak prevention device as described in claim 2221. 2 3 2 .  A method for preventing water leakage by a water control brake system, comprising the steps of: - producing a substantially elongated inter-plate sealing member; - fixing the substantially elongated inter-plate sealing member to the first sluice plate Adjacent to the first edge portion and the adjacent second edge portion of the second sluice plate, wherein the adjacent first edge portion of the first sluice plate is disposed adjacent to the adjacent second edge portion of the second sluice plate And the first sluice plate mounting is disposed adjacent to the second edge portion; - establishing an inter-plate seal responsive to the substantially elongated inter-plate sealing member to the foundation retaining the grippable member; Establishing an inter-plate seal to the foundation that maintains the response of the clampable element between the plates to the foundation to maintain the clamping reinforcement element; - establishing a response to the clampable element that can be sealed by the interplate to the foundation Inter-board sealing hinge element; and a 4 1 - 1292002 - sealing the plate to the foundation to maintain the clampable element profile and an installed state - adjacent expansion sluice actuator to foundation retention The shape of the clampable component is consistent. 233. A method for preventing water storage from being exposed by a water control gate system according to the scope of claim 23, wherein the inter-plate sealing hinge element further comprises: establishing an upper vertical overflow sluice plate edge conforming to a uniform sealing hinge The steps of the component. 2 3 4 · The method for preventing water leakage and leakage by the water control gate system according to Item 2 32 of the patent application, which further comprises: sealing the plate to the foundation to maintain the clamping strengthening element to conform to one Mounting state - the step of holding the clamping stiffening element from the adjacent sluice actuator to the foundation. 23 5 · A method for preventing water leakage by using a water control gate system as claimed in Article 23 of the patent scope, which further includes: sealing the plate to the foundation and holding the clampable component to install with an interference seal And the step of sealing the plate to the foundation to hold the clamping reinforcement element to interfere, sealingly mounted between adjacent water control actuator fixing elements. 236. A method of preventing water leakage by a water control gate system as claimed in claim 232, wherein each of the substantially elongated interplate sealing elements, the interplate sealing to the foundation retaining the grippable element, and the The clamping clamping reinforcement elements that seal to the foundation between the plates are elastic. 23 7. For example, in the method of claim 232, the water control gate system is used to prevent water leakage, and the method further comprises: establishing a thin waterproof seal between the substantially narrow inter-plate sealing member and the lower water gate plate. Step-42 - 1292002 238 · A method for preventing water leakage by using a water control gate system according to the scope of claim 23, which further includes: installing a substantially elongated inter-plate sealing member to protrude beyond a shutter The steps of the downstream boundary. 23 9 · A method for preventing water leakage by using a water control gate system as claimed in claim 23, wherein the step of installing the substantially narrow interplate sealing member to protrude beyond a downstream limit of a shutter includes: The substantially elongated interplate sealing element is sufficiently protruded to create a water tongue breaking element. 240 . A method for preventing water leakage by using a water control gate system as claimed in claim 2, wherein the water tongue breaking element is a top flow mode dynamic object impact flexible water tongue breaking element. 24 1 .  A swellable actuated sluice water storage system that seals water storage by utilizing a sluice system of the application of a sluice system to prevent water leakage. 242 . The slam-actuated sluice plate water storage system of claim 241, further comprising: extending the corner of one of the inter-board sealing hinge elements and the vertical overflow edge to conform to a vertical The overflow and the plate are sealed to the edge of the clamping surface of the foundation. 243.  An expandable sluice actuator comprising: - an inflatable balloon member; - a pressurized fluid inlet member responsive to the inflatable balloon member; - a responsive to the inflatable balloon member a fixed element for inflating the airbag to the foundation; and an integral sluice hinged flap element responsive to the expandable bladder to the foundation fixing element and comprising: - a vertical overflow, The vertical, inflatable balloon abuts against the clamping surface of the foundation, and the corner enlarges the edge element. 244. The expandable sluice actuator of claim 243, wherein the inflatable bladder-to-foundation fixing element comprises an inflatable bladder-to-ground retaining grippable element; and a swellable bladder to the foundation The expandable bladder that maintains the response of the grippable element maintains the clamp stiffening element to the foundation. 245 . An expandable sluice actuator according to claim 243, wherein the inflatable bladder-to-foundation fixing element comprises a wedge-shaped inflatable balloon to the foundation retaining clamping element. 2 46 . An expandable sluice actuator according to claim 243, wherein the integral sluice hinged flap element is vertically overflowed, the vertical, the inflatable bladder is abutted to the clamping surface of the foundation, and the corner enlarged edge element is It is configured to abut against all adjacent portions of a vertical overflow, vertical, inflatable bladder to the clamping surface of the foundation. 247 . An expandable sluice actuator according to claim 243, wherein each of the inflatable airbag member, the inflatable bladder-to-ground fastening member, and the integral sluice hinge hinge member are resilient. 2 48 .  A swellably actuated sluice gate water control system comprising at least one expandable sluice actuator device as described in claim 243 of the patent application. 2 49 .  An expandable sluice actuator system strengthening method comprising the steps of: -44-1292002 - generating an inflatable balloon element; - establishing a pressurized fluid inlet element responsive to the inflatable balloon element; - establishing An inflatable bladder-to-foundation securing member responsive to the inflatable bladder member; and - establishing a sluice hinge flap member responsive to the inflatable bladder to a foundation of the securing member; and - The vertical overflow edge of one of the integral sluice hinge flap elements is angularly enlarged to conform to the clamping surface of the inflatable bladder to the foundation. 2 50 . The sluice sluice actuator system reinforced method of claim 249, wherein the step of establishing an inflatable balloon to the foundation fixing component comprises the steps of: establishing an inflatable balloon to the foundation to maintain the clampable component And establishing a step of retaining the clamping stiffening element from the inflatable bladder to the foundation that is responsive to the retainable grippable element of the inflatable bladder to the foundation. 25 1 . The sluice sluice actuator system reinforced method of claim 249, wherein the step of establishing an inflatable balloon to the foundation fixing member comprises: establishing a wedge-shaped inflatable balloon to the foundation holding clamping member A step of. 252 . The sluice sluice actuator system reinforced method of claim 249, wherein the step of producing an inflatable balloon member comprises the step of: generating an inflatable elastic balloon member. 2 5 3. a water storage sealing device comprising: 1292002 - an upper, water storage sealing member fixedly attached to an adjacent portion of an adjacent sliding surface of an adjacent sliding surface adjacent to a sliding surface of the ground sliding plate, and comprising There are: - a sealing element conformable to the floodgate; - a water-storing sealing element responsive to the sliding surface of the foundation which is compatible with the sealing element of the water gate; and - a longitudinal corner sealing element, The sealing member conformable to the water gate plate is adjacent to the sliding surface of the foundation and between the water storage sealing members; - a pivotable upper vertical overflow floodgate in response to the upper portion, the thickness of the water storage sealing member is reduced The edge conforms to the uniform sealing element; and - in response to the reduced thickness, the pivotable, upper vertical overflow sluice edge conforms to a fixed element of one of the uniform sealing elements sealed to the foundation. 2 5 4. The water-storing sealing device of claim 2, wherein the fixing member of the pier to the foundation comprises a retaining grippable member having a pier seal to the foundation and a retainable grippable member sealable to the foundation by the pier The responsive pier seals to the foundation to hold the clamping reinforcement element. 2 5 5 . The water storage sealing device of claim 254, wherein the retaining clampable element of the pier seal to the foundation has an outer shape which is approximately about an installed state - an adjacent expandable sluice plate actuator to the foundation The clamping element can be shaped outside. 256 . A water-storing seal according to claim 25, wherein the bridge is sealed to the foundation and the retainable grippable element is elastic and substantially flat. -46- 1292002 2 5 7 . The water storage sealing device of claim 25, wherein the bridge clamping to the foundation retaining clamping reinforcement member has an outer shape that is substantially in an installed state - an adjacent, expandable floodgate actuator to The foundation retains the shape of the clamping reinforcement element. 258. A water retaining seal as claimed in claim 2, wherein the retaining grippable element of the pier seal to the foundation is a substantially flat pier seal to the foundation retaining the grippable element. 25 9. A water-storing seal as claimed in claim 2, wherein the bridge-to-base retaining grippable element exhibits an installed state - an adjacent, expandable sluice actuator to a foundation-clampable component Outside shape. 260 . A water retaining seal as claimed in claim 254, wherein the retaining clamping reinforcement member of the pier seal to the foundation comprises an insert having a substantially circular cross section. 261 . A water-storing seal as claimed in claim 260, wherein the retaining clamping reinforcement member of the pier seal to the foundation comprises a comma-like insert 262. A water-storing seal as claimed in claim 2, wherein the fixing element of the pier to the foundation comprises a wedge-shaped pier seal to the foundation holding clamping element. 263. The water storage sealing device of claim 262, wherein the wedge-shaped pier seal to the foundation retaining clamping element is configured to have an installed state - adjacent, wedge-shaped, water gate actuator to The fixed elements of the foundation are shaped outside. 264 . For example, in the water storage sealing device of the 253th aspect of the patent application, wherein the foundation 1292002 has a sliding surface adjacent to each other, and the water storage sealing member is a concrete foundation sliding surface adjacent to the water storage sealing member. 2 6 5 . For example, the water storage sealing device of the 253th item of the patent application wherein the water storage sealing member adjacent to the sliding surface of the foundation is a water storage sealing member adjacent to the pier plate. 266. For example, the water storage sealing device of claim 265, wherein the adjacent water storage sealing member of the pier plate is made of stainless steel. 267. The water storage sealing device of claim 26, wherein the adjacent water storage sealing member of the pier is a polymer. 268. For example, the water storage sealing device of claim 267, wherein the adjacent water storage sealing member of the pier plate is polyethylene. 269 . The water storage sealing device of claim 2, wherein the foundation sliding surface adjacent to the water storage sealing member comprises a low friction water storage sealing member. 270. The water storage sealing device of claim 269, wherein the low friction water storage sealing member comprises a polymeric sealing member. 271. The water storage seal of claim 270, wherein the polymeric sealing element comprises a polyethylene sealing element. 272. The water storage sealing device of claim 271, wherein the polyethylene sealing member comprises an ultra high molecular weight polyethylene sealing member. 27 3. A water storage sealing device according to claim 271, wherein the polyethylene sealing member comprises a high density polyethylene sealing member. 2 7 4 . The water storage sealing device of claim 270, wherein the polyethylene sealing member comprises a reinforced 1292002 elastomer which is co-hardened to contain EPDM rubber. The water-storing sealing device of claim 270, wherein the polyethylene sealing member comprises a reinforced elastomer which is collectively hardened to include EPDM rubber and chlorinated butyl rubber. 2 7 6 · The water storage sealing device of claim 2, wherein the adjacent water storage sealing member of the foundation sliding surface is a water storage sealing member adjacent to the sliding surface of the stainless steel foundation. 277 . The water-storing sealing device of claim 275, wherein the adjacent sliding sealing surface of the foundation sliding surface is a rubber-based sliding surface adjacent to the water-storing sealing member. 2 7 8 . The water storage sealing device of claim 2, wherein the foundation sliding surface adjacent to the water storage sealing member comprises a rubber sealing member. 2 7 9 . The water-storing sealing device of claim 2, wherein the adjacent sliding sealing surface of the foundation is a sliding surface of the polymer foundation adjacent to the water-storing sealing member. 280.  A water storage sealing device according to claim 25, wherein the foundation sliding surface adjacent to the water storage sealing member comprises a stainless steel sealing member. 281.  The water storage sealing device of claim 280, wherein the foundation sliding surface adjacent to the water storage sealing member is a polymer sealing member. 282.  The water storage sealing device of claim 2, wherein the adjacent water storage sealing member of the foundation sliding surface is a water storage sealing member adjacent to the sliding surface of the concrete foundation. 283 . The water-storing sealing device of claim 282, wherein the adjacent sliding surface of the foundation sliding surface is a sliding surface of the painted concrete foundation, a 49-1292002 adjacent water-storing sealing element. 284. A water storage sealing device according to claim 2, wherein the foundation sliding surface adjacent to the water storage sealing member is elastically and angularly biased. 285 . The water-storing sealing device of claim 284, wherein the elastically and angularly applied biasing force is a reinforcing bladder layer (p 1 y ) reinforcing bias. 286. For example, the water storage sealing device of claim 25, which further includes the adjacent sliding shutter of the foundation sliding surface. 287. The water storage sealing device of claim 25, which further comprises an installed state-adjacent sluice plate actuator device. 2 88. The water-storing sealing device of claim 25, which further includes an installed state-adjacent ground sliding surface. 289.  The water-storing sealing device of claim 25, wherein the thickness-reducing, pivotable, upper vertical overflow sluice edge compliant sealing member comprises a vertical and vertical overflow, and the pier is sealed to the foundation clamping face pier , the corner enlarges the edge element. 290.  The water-storing sealing device of claim 289, wherein the vertical pier is sealed to the clamping face pier of the foundation, and the corner-expanding vertical overflow edge member is configured to abut the allergic surface of the pier to the clamping surface of the foundation Neighboring part. 291. The water storage sealing device of claim 25, wherein the thickness reduction, pivoting, upper vertical overflow sluice edge compliant sealing element and the fixing element of the pier seal to the foundation are defined as interference seals The width dimension. 292. The water storage sealing device of claim 25, wherein the 1292002 further comprises a heating element responsive to an adjacent water storage sealing element of the sliding surface of the foundation. The water-storing sealing device of claim 25, wherein the adjacent water-storing sealing member of the foundation sliding surface comprises a body-hardening heating element along a length of the water-storing sealing member along the sliding surface of the foundation . 294. The actuated water control system comprises at least one water storage sealing device as described in claim 253. 2 9 5 · A water storage sealing method comprising the steps of: - producing a sealing element conformable to the water gate; - establishing a sliding surface adjacent to the foundation which is compliant with the sealing element of the water gate, a water-storing sealing member; - a longitudinal corner sealing member is formed between the water-tight sealing member adjacent to the sealing member of the water gate and the sealing member; - wherein the sealing member is compatible with the water gate; a foundation sliding surface adjacent to the water storage sealing member; and the longitudinal corner sealing member together forming an upper water storage sealing member; - fixing the upper water storage sealing member to a foundation sliding surface adjacent to the foundation sliding surface of the water shutter a marginal adjacent portion; - a reduced thickness, pivotable, upper vertical overflow sluice slat edge conforming to the uniform sealing member pivotally secured to the upper water storage sealing member: and - establishing a thickness reduction, The pivotable, upper vertical overflow sluice plate edge conforms to the fixed element of the foundation by a pier that conforms to the response of the uniform sealing element. -51- 1292002 296. The water storage sealing method of claim 29, wherein the step of establishing a bridge to seal the fixing component of the foundation comprises: establishing a bridge seal to the foundation to maintain the clampable component and a seal in response to the pier The step of maintaining the clamping stiffening element to the foundation retaining the bridge of the clampable element to the foundation. 297. The water storage sealing method of claim 296, wherein the step of establishing a bridge seal to the foundation to hold the clampable component comprises: establishing a bridge seal to the foundation to maintain the clampable component, the shape of which is substantially The step of equalizing the outer singularity of an adjacent expandable sluice actuator to the clampable element of the foundation. 2 98. The water storage sealing method of claim 297, wherein the step of establishing a bridge seal to the foundation to hold the clampable component comprises: establishing an elastic, substantially flat pier seal to the foundation to maintain the clampable component step. 2 99. The water storage sealing method of claim 297, wherein the step of establishing a bridge seal to the foundation to maintain the clamping reinforcement element comprises: establishing a bridge pier seal to the foundation to maintain the clamping reinforcement element, The shape of a * is approximately equal to the step of the post-installation-build-adjacent, expandable sluice actuator to the foundation retaining the profile of the clamping stiffening element. 3 00 . A water storage sealing method according to claim 296, wherein the step of establishing a bridge seal to the foundation to hold the clampable member comprises the steps of: establishing a substantially flat pier seal to the foundation to hold the clampable member. 301 . The water storage sealing method of claim 300, wherein the step of establishing a -52-!292〇〇2 bridge pier to the foundation to maintain the clampable component comprises: establishing a pier seal to the foundation to maintain the clamp A tensioning element having the step of mounting the adjacent expandable sluice plate actuator to the grippable element of the foundation. 302. The water storage sealing method of claim 296, wherein the step of establishing a bridge seal to the foundation to hold the clamping reinforcement element comprises the steps of: creating a substantially circular cross-section insert. 3 0 3 . The water-storing sealing method of claim 302, wherein the step of establishing a substantially circular cross-section insert comprises the steps of: creating a comma-like insert. 3〇4. The water storage sealing method of claim 295, wherein the step of establishing a bridge to seal the fixing member of the foundation comprises the steps of: establishing a wedge-shaped pier seal to the foundation to hold the clamping member. 305. The water storage sealing method of claim 304, wherein the step of establishing a wedge-shaped pier seal to the foundation holding clamping element comprises: establishing a wedge-shaped pier seal to the foundation holding clamping element, which has Mounting state - the step of the shape of the adjacent wedge-shaped sluice plate actuator to the fixed element of the foundation. 3 0 6 . The water storage sealing method of claim 2, wherein the step of establishing a ground sliding surface adjacent to the water storage sealing member comprises the steps of: establishing a sliding surface of a concrete foundation adjacent to the water storage sealing member. 3 〇7 · The water storage sealing method of claim 259, wherein the step of establishing a foundation sliding surface adjacent to the water storage sealing member comprises: establishing a bridge pier adjacent to the water storage sealing member step. -53- 1292002 308 · The water storage sealing method of claim 307, wherein the step of constructing a 3~ a pier plate adjacent to the water storage sealing element comprises: establishing a stainless steel pier plate adjacent to and storing water The step of sealing the component. 3〇9 . For example, in the water storage sealing method of claim 307, the step of establishing a bridge pier adjacent to the water storage sealing member includes the steps of: establishing a polyethylene bridge pier adjacent to the water storage sealing member. 310. The water storage sealing method of claim 29, wherein the step of establishing a foundation sliding surface adjacent to the water storage sealing member comprises the steps of: establishing a low friction water storage sealing member. 3 1 1 · The method of water-storing sealing according to claim 3, wherein the step of establishing a low-friction water-storing sealing member comprises the steps of: establishing a polymer sealing member. 3 1 2 . The water storage sealing method of claim 31, wherein the step of establishing a low friction water storage sealing member comprises the steps of: establishing a polyethylene sealing component. 3 1 3 · The water storage sealing method of claim 3, wherein the step of establishing a polyethylene sealing member comprises the steps of: establishing an ultrahigh molecular weight polyethylene water storage sealing member. 3 1 4 · The water storage sealing method according to claim 3, wherein the step of establishing a polyethylene sealing member comprises the steps of: establishing a high-density polyethylene storage water sealing member. 3 1 5 · The method of water-storing sealing according to the patent application No. 314, wherein the step of establishing a polyethylene sealing element comprises: co-hardening the poly-ethylene sealing element into an EPDM rubber-reinforced elastomer step. 1292002 3 1 6 · The water storage sealing method according to claim 3, wherein the step of establishing a polyethylene sealing element comprises: hardening the polyethylation sealing element into EPDM rubber and chlorinating The step of butyl rubber reinforced elastomer. 3 1 7 . The water storage sealing method of claim 3, wherein the step of establishing a ground sliding surface adjacent to the water storage sealing member comprises: establishing a sliding surface of the foundation made of stainless steel adjacent to the water storage seal The steps of the component. 3 1 8 . The method for storing water sealing according to claim 3, wherein the step of establishing a sliding surface adjacent to the sliding surface comprises: establishing a rubber substrate sliding surface adjacent to the water sealing component. . 319. The water storage sealing method of claim 295, wherein the step of establishing a ground sliding surface adjacent to the water storage sealing member comprises the steps of: establishing a rubber water storage sealing member. 320. The water storage sealing method of claim 319, wherein the step of establishing a water-storing sealing member adjacent to the sliding surface of the foundation comprises the steps of: establishing a polyethylene-based sliding surface adjacent to the water-storing sealing member. ® 321. The water-storing sealing method of claim 295, wherein the step of establishing the adjacent sliding surface of the foundation and the water-storing sealing member comprises the steps of: establishing a stainless steel water-storing sealing member. 3 22. The water storage sealing method according to claim 321, wherein the step of establishing a water-storing sealing member adjacent to the sliding surface of the foundation comprises the steps of: establishing a polyethylene water storage sealing member. 3 2 3 · The water storage sealing method of claim 295, wherein the establishment -55-1292002 is adjacent to the foundation sliding surface responsive to the sealing element conforming to the floodgate, the water storage sealing element The steps include the steps of angledly and elastically applying a bias to the water-storing sealing element adjacent the sliding surface of the foundation. 324. The water-storing sealing method of claim 3, wherein the step of angularly and elastically biasing the adjacent water-storing sealing member to the sliding surface of the foundation comprises: reinforcing the elastomeric bladder layer (P 1 y The step of applying a biasing force to the sliding surface of the foundation adjacent to the sliding surface of the foundation, and storing the sealing member 〇3 2 5 . The water storage sealing method of claim 29, wherein the method further comprises: reducing the thickness, pivoting, and vertically expanding the edge of the upper vertical overflow sluice plate to meet a vertical overflow edge of one of the uniform sealing elements; The step of sealing the planar bridge pier to all adjacent portions of the clamping surface of the foundation. 3 26 . The water storage sealing method of claim 295, further comprising: fixing the thickness, pivoting, fixing the edge of the upper vertical overflow sluice plate conforming to the uniform sealing element and sealing the pier to the foundation as The step of interfering with the width dimension of the seal. 3 27. The water storage sealing method of claim 295, further comprising the step of: establishing a heating element responsive to a thermal response of the adjacent water storage sealing member of the sliding surface of the foundation. 3 28. The water-storing sealing method of claim 327, further comprising the step of: integrally hardening the heating element as part of the water-storing sealing member adjacent to the sliding surface of the foundation. -56*- 1292002 3 2 9 · The water storage sealing method of claim 259, wherein the step of establishing a ground sliding surface adjacent to the water storage sealing element comprises: establishing a vertical coplanarity, Vertical Foundation Sliding Surface Adjacent Water Storage Sealing Element 〇3 3 0 — A sluice gate sliding friction eliminating device comprising: - a polymeric plate element sized to be contactable once and possibly a vertical position of the sluice position a planar pier sealing surface; and - a surface securing member 〇3 3 1 in response to the plate of the polymeric sheet member to the foundation. The sluice plate sliding friction eliminating device of claim 3, wherein the polymeric plate member is a polyethylene plate member. 3 3 2 · The sluice plate sliding friction eliminating device of claim 3, wherein the polyethylene plate element is an ultra high molecular weight polyethylene plate element. 3 3 3 · The sliding shutter removing device for a floodgate according to the third aspect of the patent application, wherein the polyethylene sheet member is a high-density polyethylene sheet member. 3 3 4 . The sliding shutter removing device for a floodgate according to the third aspect of the patent application, wherein the polymeric sheet member is a blackened polyethylene sheet member. 3 3 5 . The sluice plate sliding friction eliminating device of claim 3, wherein the polymeric plate member is an ultrahigh molecular weight polymeric plate member. 3 36 . The sluice plate sliding friction eliminating device of claim 3, wherein the polymeric plate member is a high density polymeric plate member. 3 3 7 . The sluice plate sliding friction eliminating device of claim 3, wherein the polymeric plate member is a reinforced polymeric plate member. 3 38·If the sliding shutter of the sluice plate of the patent application No. 3, 37, 1292002, the reinforced polymer board component is a glass fiber reinforced polymer board component. 3 3 9 · The sluice plate sliding friction eliminating device of claim 3, wherein the surface fixing component of the plate to the foundation comprises a plurality of knot holes, which are averaged, and the most adjacent knot holes Separate distances and separate. 3 40. The sluice plate sliding friction eliminating device of claim 3, wherein the average separation distance of the most adjacent knot holes is less than about 20 by the thickness of the polymeric sheet member. 3 4 1 · Sliding friction eliminating device for a sluice plate according to the patent application No. 340. Where the average, the separation distance of the most adjacent knot holes is divided by the thickness of the polymeric plate member to be less than about 12. 3 4 2 . The sluice plate sliding friction eliminating device of claim 3, wherein the edge of the plurality of knot holes is recessed into the edge of the knot hole. 3 43 . For example, the sluice plate sliding friction eliminating device of claim 341, wherein the average, the separation distance of the nearest adjacent member holes is divided by the thickness of the polymeric plate member is about 8. 3 44. The sluice sliding friction eliminating device of claim 3, wherein the surface fixing component of the plate to the foundation comprises a plurality of horizontally and vertically aligned knot holes, which are separated by substantially equal horizontal knot holes. The distances are separated by a distance equal to and substantially equal to the vertical junction holes. 3 45 . For example, in the sluice plate sliding friction eliminating device of claim 344, the separation distance of each of the knot holes is divided by the thickness of the polymer plate member to be less than about 20. 346. The sluice plate sliding friction eliminating device of claim 3, wherein the separation distance of each of the junction holes is divided by the thickness of the polymeric plate element by about 58-1292002 at 12. 3 4 7 · The sluice plate sliding friction eliminating device of claim 3, wherein the edge of the plurality of knot holes is recessed into the edge of the knot hole. 3 48 · The sluice plate sliding friction eliminating device of claim 346, wherein the separation distance of each of the knot holes is divided by the thickness of the polymer plate element is about 8 〇 349 · as claimed in item 3 30 A sluice plate sliding friction eliminating device, wherein the plate-to-vertical foundation surface fixing member includes a plurality of concave knot hole edges. _ 3 50 · The sluice plate sliding friction eliminating device of claim 349, wherein most of the plurality of recessed knot hole edges can be used to restrain the low thermal conductivity material flush with the surface of the plate member, The knot is recessed into the coffin. 3 5 1 . For example, in the sliding friction eliminating device of the sluice plate of claim 3, wherein the low thermal conductivity material and the concave recessed filling material which are flush with the surface of the plate component are polyethylene fittings which are flush with the surface of the plate component. The recessed charging material 3 52. The sliding shutter sliding device of the sluice plate according to claim 3, wherein the polymeric plate member is a polymeric plate member and can be a single polymeric plate. 3 5 3 . The sluice plate sliding friction eliminating device of claim 3, wherein the single polymeric plate is a polyethylene plate. 3 54. The sluice plate sliding friction eliminating device of claim 3, wherein the polymeric plate member is a polymeric plate member and may comprise a plurality of polymeric plates - 59-1292002 3 5 5 . For example, in the sluice plate sliding friction eliminating device of the patent application No. 354, at least two of the plurality of polymer sheets are separated by a groove for accommodating the sealant in the mounted state. 3 56. The sluice plate sliding friction eliminating device of claim 3, wherein the plurality of polymeric sheets are fixedly attached to the vertical foundation surface. 3 5 7 · The sluice plate sliding friction eliminating device of claim 3, wherein the plurality of polymeric plates are separated by a groove containing a sealant. 3 58 . For example, the sluice plate sliding friction eliminating device of claim 3, wherein the plurality of polymeric plates are a plurality of polyethylene plates. Xin 3 59 . The sluice plate sliding friction eliminating device of claim 3, wherein at least two of the plurality of polyethylene sheets are separated by a ditch containing a sealant in an installed state. 3 60 . A sluice plate sliding friction eliminating device according to claim 3, wherein the plurality of polyethylene sheets are fixedly attached to the surface of the foundation. 361.  For example, the sluice plate sliding friction eliminating device of claim 3, wherein the fixedly attached plurality of polyethylene sheets are separated by a groove accommodating the sealant. · 362.  The sluice plate sliding friction eliminating device of claim 3, wherein the polymeric plate comprises a number of knot holes having a significantly reduced number of creping effects of the hot plate. 3 6 3 . The sluice plate sliding friction eliminating device of claim 362, wherein the polymeric plate has a thickness that mitigates the wrinkle effect of the hot plate. 3 64 . For example, the sluice plate sliding friction eliminating device of claim 363, wherein the thickness of the squeezing effect of the hot plate is about 15 mm. -60- 1292002 365 366 367 368 369 370 371 3 72 .   . For example, the sluice sliding friction eliminating device of the 369th aspect of the patent application, wherein the thickness of the squeezing effect of the hot plate is about 25 mm. . For example, the sluice plate sliding friction eliminating device of the patent application No. 390, wherein the polymeric plate has a thickness which is relieved by the creping effect of the hot plate. . For example, the sluice plate sliding friction eliminating device of the patent application No. 366, wherein the thickness of the creping effect of the hot plate is about 15 mm. • The sluice sliding friction eliminating device of the sluice plate according to the patent application No. 366, wherein the thickness of the squeezing effect of the hot plate is about 25 mm. • A sluice gate sliding friction removal method characterized by comprising the following steps: - sizing a polymeric plate member to form a substantially planar polymeric plate member that can be contacted over a vertical edge of a possible sluice position Extending range; and - establishing a surface securing element responsive to the plate of the polymeric sheet element to the foundation. For example, the sliding shutter removing method for the sluice plate of the patent application No. 369, wherein the step of sizing the size of a polymeric sheet member includes the step of setting the size of a dyed black polymeric material. The slidable friction eliminating method of the sluice plate according to Item 369, wherein the step of sizing the size of a polymeric plate member comprises the step of setting a size of an ultrahigh molecular weight polymeric material, such as the patent application range 3-6 The nine-step sluice plate sliding friction eliminating method, wherein the step of sizing the size of a polymeric plate member comprises the step of setting a size of a high-density polymeric material. -61-1292002 3 7 3 . The sluice plate sliding friction eliminating method of claim 3, wherein the step of sizing the size of a polymeric sheet member includes the step of setting a size of the reinforcing polymeric material. 3 74. The sliding shutter cleaning method of the sluice plate of claim 3, wherein the step of sizing the size of the reinforced polymeric material comprises the step of sizing a glass fiber reinforced polymeric material. 3 7 5 . For example, the sliding friction elimination method for the sluice plate of the patent application No. 3 69, 其中該訂定一聚合板元件之尺寸的步驟包括有訂定一聚 乙燒材料之尺寸的步驟。 3 76 .如申請專利範圍第369項之水閘板滑動摩擦排除方法， 其中該訂定一聚乙燦材料之尺寸的步驟包括有訂定一染 黑聚乙儲材料之尺寸的步驟。 3 77 ·如申請專利範圍第3 69項之水閘板滑動摩擦排除方法， 其中該g 了定一聚乙嫌材料之尺寸的步驟包括有訂定一超 高分子量聚乙烯材料之尺寸的步驟。 378·如申請專利範圍第 ^ 369項之水閘板滑動摩擦排除方法，The step of sizing the size of a polymeric sheet member includes the step of setting the size of a poly-fired material. 3 76. The method for removing sliding friction of a floodgate according to claim 369, wherein the step of sizing the size of the polyethylene material comprises the step of setting a size of the black polyethylene storage material. 3 77. The method for removing sliding friction of a floodgate according to claim 3, wherein the step of sizing the material of the polysilicon material comprises the step of setting a size of the ultrahigh molecular weight polyethylene material. 378. If the sliding shutter of the sluice plate is removed according to the patent application scope 369, 其中該目丁定~聚？^ Μ τΗ* * r 材料之尺寸的步驟包括有訂定一高 街度聚乙稀材料之0 j 叶< K寸的步驟。 3 7 9 ·如申請專利範圍第 % 3 69項之水閘板滑動摩擦排除方法， 其中該g了定~^聚7〇 ^稀材料之尺寸的步驟包括有訂定一強 化聚乙稀材料之尺寸的步驟。 3 8 0 ·如申請專利範_[第 一— 3 79項之水閘板滑動摩擦排除方法， 其中該訂定〜, ^ ^ ^ ^ 夕 稀材料之尺寸的步驟包括有訂定一玻 璃纖維強化聚乙烯 w *4之尺寸的步驟。 一 62- 1292002 381 ·如申請專利範圍第3 69項之水閘板滑動摩擦排除方法， 其中該建立一可受到該聚合板元件之響應的板至地基之 表面固定元件的步驟包括有：建立以平均，最相鄰結件孔 之分離距離而間隔之多數個結件孔的步驟。 3 82.如申請專利範圍第381項之水閘板滑動摩擦排除方法， 其中該建立以平均，最相鄰結件孔之分離距離而間隔之多 數個結件孔的步驟包括有：分隔該多數個結件孔，使其 具有平均，最相鄰結件孔之分離距離對板厚之比率爲小於 約20 : 1的步驟。 3 8 3 .如申請專利範圍第3 82項之水閘板滑動摩擦排除方法， 其中該分隔該多數個結件孔，使其具有平均，最相鄰結件 孔之分離距離對板厚之比率爲約小於20 : 1的步驟包括 有：分隔該多數個結件孔，使其具有平均，最相鄰結件孔 之分離距離對板厚之比率爲約小於1 2 : 1的步驟。 3 84.如申請專利範圍第3 83項之水閘板滑動摩擦排除方法， 其中該分隔該多數個結件孔，使其具有平均，最相鄰結件 孔之分離距離對板厚之比率爲約小於1 2 : 1的步驟包括 有：分隔該多數個結件孔，使其具有平均，最相鄰結件孔 之分離距離對板厚之比率爲約小於8 : 1的步驟。 3 8 5 .如申請專利範圍第3 8 1項之水閘板滑動摩擦排除方法， 其中該建立一可受到該聚合板元件之響應的板至地基之 表面固定元件的步驟包括有：將該結件孔之邊緣凹入的 步驟。 3 8 6 .如申請專利範圍第3 8 5項之水閘板滑動摩擦排除方法， 1292002 其中該建立一可受到該聚合板元件之響應的板至地基之 表面固定元件的步驟又包括有：採用該凹入之結件孔邊 緣以束縛與板元件表面齊平之低熱傳導度材料、結件凹 入充塡材的步驟。 3 8 7 ·如申請專利範圍第3 8 6項之水閘板滑動摩擦排除方法， 其中該採用該凹入之結件孔邊緣以束縛與板元件表面齊 平之低熱傳導度材料、結件凹入充塡材的步驟包括有： 採用該凹入之結件孔邊緣以束縛與板元件表面齊平之聚 合材料、結件凹入充塡材的步驟。 Φ 3 8 8 ·如申請專利範圍第3 8 1項之水閘板滑動摩擦排除方法， 其中該建立以平均，最相鄰結件孔之分離距離而間隔之多 數個結件孔的步驟包括有：以大致相等之水平結件孔分 隔距離及大致相等之垂直結件孔分隔距離而分隔該多數 個結件孔的步驟。 3 89.如申請專利範圍第388項之水閘板滑動摩擦排除方法， 其中該以大致相等之水平結件孔分隔距離及大致相等之 垂直結件孔分隔距離而分隔該多數個結件孔的步驟包括 ® 有：垂直地分隔該多數個結件孔，使其具有垂直結件孔 分隔距離與板厚之比率小於約20 : 1的步驟，以及水平 地分隔該多數個結件孔，使其具有水平結件孔分隔距離 與板厚之比率小於約20 : 1的步驟。 39 0.如申請專利範圍第389項之水閘板滑動摩擦排除方法， 其中該垂直地分隔該多數個結件孔，使其具有垂直結件 孔分隔距離與板厚之比率小於約20 : 1的步驟包括有： 1292002 垂直地分隔該多數個結件孔，使其具有垂直結件孔分隔 距離與板厚之比率小於約1 2 : 1的步驟，並且該水平地 分隔該多數個結件孔，使其具有水平結件孔分隔距離與 板厚之比率小於約20 : 1的步驟包括有：水平地分隔該 多數個結件孔，使其具有水平結件孔分隔距離與板厚之 比率小於約1 2 : 1的步驟。 39 1 .如申請專利範圍第390項之水閘板滑動摩擦排除方法， 其中該垂直地分隔該多數個結件孔，使其具有垂直結件 孔分隔距離與板厚之比率小於約1 2 : 1的步驟包括有： 垂直地分隔該多數個結件孔，使其具有垂直結件孔分隔 距離與板厚之比率小於約8 : 1的步驟，並且該水平地分 隔該多數個結件孔，使其具有水平結件孔分隔距離與板 厚之比率小於約1 2 : 1的步驟包括有：水平地分隔該多 數個結件孔，使其具有水平結件孔分隔距離與板厚之比 率小於約8 : 1的步驟。 3 92 .如申請專利範圍第381項之水閘板滑動摩擦排除方法， 其中該建立以平均，最相鄰結件孔之分離距離而間隔之多 數個結件孔的步驟包括有：建立一熱板起鈹效應顯著緩 和數目之結件孔的步驟。 3 9 3 ·如申請專利範圍第369項之水閘板滑動摩擦排除方法， 其中又包括有將該實質爲平面之聚合物板元件利用該板 至地基之表面固定元件而附著到地基滑動表面的步驟。 3 94 .如申請專利範圍第3 69項之水閘板滑動摩擦排除方法， 其中該訂定一聚合板元件之尺寸以形成一可接觸遍及可 -65- 1292002 能之水閘位置垂直邊緣延伸範圍之實質平面聚合板元件 的步驟包括有：訂定該聚合材料之尺寸，以形成一單一 聚合板的步驟。 3 95 .如申請專利範圍第369項之水閘板滑動摩擦排除方法， 其中該訂定一聚合板元件之尺寸以形成一可接觸遍及可 能之水閘位置垂直邊緣延伸範圍之實質平面聚合板元件 的步驟包括有：訂定該聚合材料之尺寸以形成多數個聚 合板的步驟。 3 96 .如申請專利範圍第395項之水閘板滑動摩擦排除方法， 其中又包括有：將該實質爲平面之聚合物板元件利用該 板至地基之表面固定元件而附著到地基滑動表面的步驟 〇 3 97 .如申請專利範圍第396項之水閘板滑動摩擦排除方法， 其中將該實質爲平面之聚合物板元件利用該板至地基之 表面固定元件而附著到地基滑動表面的該步驟包括有： 以一容納密封膠之溝分離至少兩個該多數個聚合板的步 驟。 3 98 ·如申請專利範圍第369項之水閘板滑動摩擦排除方法， 其中又包括有建立一可受到該平面之聚合物板元件之響 應的加熱元件。 3 9 9 ·如申請專利範圍第3 6 9項之水閘板滑動摩擦排除方法， 其中該訂定一聚合材料之尺寸的步驟包括有：訂定該聚 合材料之尺寸，以形成一單一聚合板的步驟。 4 0 0 ·如申請專利範圍第3 6 9項之水閘板滑動摩擦排除方法， 1292002 其中該訂定一聚合材料之尺寸的步驟包括有：訂定該聚 合材料之尺寸，以形成多數個聚合板的步驟。 40 1 ·如申請專利範圍第4〇〇項之水閘板滑動摩擦排除方法， #中又包括有將該多數個聚合板利用該板至地基之表面 固定元件而附著到地基滑動表面的步驟。 402 .如申請專利範圍第4〇〇項之水閘板滑動摩擦排除方法， 其中將該實質爲平面之聚合物板元件附著到地基滑動表 面的步驟包括有：以一容納密封膠之溝分離至少兩個該 多數個聚合板的步驟。 φ 403 ·如申請專利範圍第3 69項之水閘板滑動摩擦排除方法， 其中該訂定一聚合板元件之尺寸以形成一可接觸遍及可 能之水閘位置垂直邊緣延伸範圍之實質平面聚合板元件 的步驟包括有：訂定該聚合材料之尺寸以具有形熱板起 皺效應緩和厚度的步驟。 404 ·如申請專利範圍第403項之水閘板滑動摩擦排除方法， 其中該訂定該聚合材料之尺寸以具有形熱板起皺效應緩 和厚度的步驟包括有：訂定該聚合材料之尺寸使其具有 ® 約1 5公厘之厚度。 405 ·如申請專利範圍第403項之水閘板滑動摩擦排除方法， 其中該訂定該聚合材料之尺寸以具有形熱板起皴效應緩 和厚度的步驟包括有：訂定該聚合材料之尺寸使其具有 約2 5公厘之厚度。 406. —種水控制裝置，其包括有： -一混凝土水控制閘板本體元件； -67- 1292002 -一可膨脹氣囊，該混凝土水控制閘板本體元件對其響 應， -一可響應於該混凝土水控制閘板本體元件的減少滑動 摩擦之致動器側水控制閘板表面元件；及 -水平軸心轉動絞鏈-到-水閘板固定元件，其被固定地 定位在垂直溢流安裝水閘板底緣處，並且受到該混凝 土水控制閘板本體元件之響應。 407 ·如申請專利範圍第406項之水控制裝置，其中該減少滑 動摩擦之致動器側水控制閘板表面元件係爲一減少滑動 摩擦之致動器側下游安裝之水控制閘板表面元件。 408 .如申請專利範圍第406項之水控制裝置，其中又包括有 可受到該水平軸心轉動絞鏈-到-水閘板固定元件之響應 ， 並且受到該混凝土水控制閘板之轉動響應之一彈性水 平軸心轉動絞鏈元件。 409.如申請專利範圍第406項之水控制裝置，其中該減少滑 動摩擦之致動器側水控制閘板表面元件係爲平滑化之混 凝土表面。 4 10.如申請專利範圍第406項之水控制裝置，其中該減少滑 動摩擦之致動器側水控制閘板表面元件係爲超高分子量 (UHMW)之聚乙烯表面。 4 1 1 .如申請專利範圍第406項之水控制裝置，其中該水平軸 心轉動絞鏈-到-水閘板固定元件包括有裝在混凝土水控 制閘板本體中之固定元件。 412.如申請專利範圍第406項之水控制裝置，其中該混凝土 1292002 水控制閘板本體元件係爲纖維強化混凝土水控制閘板本 體元件。 4 1 3 .如申請專利範圍第406項之水控制裝置，其中該混凝土 水控制閘板本體元件係爲力霸強化混凝土水控制閘板本 體元件。 4 1 4 .如申請專利範圍第406項之水控制裝置，其中該混凝土 水控制閘板本體元件係爲後拉桿（P 〇 s t - t e n s i ο n e d r 〇 d ) 強化之混凝土水控制閘板本體元件。 4 1 5 .如申請專利範圍第406項之水控制裝置，其中又包括有 ® 一可受到該混凝土水控制閘板本體元件在該減少滑動摩 擦之致動器側水控制閘板表面元件處之高度上響應的可 膨脹水控制閘致動器。 4 1 6 . —種控制蓄水的方法，其包括有下列步驟： -產生一混凝土水控制閘板本體元件； -建立一可膨脹氣囊，以便該混凝土水控制閘板本體元 件對其響應； -建立可響應於該混凝土水控制閘板本體元件的一減少 $ 滑動摩擦之致動器側水控制閘板表面元件；及 -在垂直溢流安裝水閘板邊緣處建立一可受到該混凝土 水控制閘板本體元件之響應的水平軸心轉動絞鏈-到· 水閘板固定元件。 4 1 7 ·如申請專利範圍第4 1 6項之控制蓄水方法，其中該在垂 直溢流安裝水閘板邊緣處建立一可受到該混凝土水控制 閘板本體元件之響應的水平軸心轉動絞鏈-到-水聞板固 - 69 - 1292002 定元件的步驟包括有：建立一可受到該水平軸心轉動絞 鏈-到-水閘板固定元件之轉動響應之彈性水平軸心轉動 絞鏈元件。 4 1 8 .如申請專利範圍第4 1 6項之控制蓄水方法，其中該建立 可響應於該混凝土水控制閘板本體元件的一減少滑動摩 擦之致動器側水控制閘板表面元件的步驟包括有：建立 一平滑化之混凝土表面之步驟。 4 1 9 .如申請專利範圍第4 1 6項之控制蓄水方法，其中該建立 一可響應於該混凝土水控制閘板本體元件之減少滑動摩 擦之致動器側水控制閘板表面元件的步驟包括有：建立 聚合物表面之步驟。 420 ·如申請專利範圍第4 1 6項之控制蓄水方法，其中該在垂 直溢流安裝水閘板邊緣處建立一可受到該混凝土水控制 閘板本體元件之響應的水平軸心轉動絞鏈-到-水閘板固 定元件的步驟包括有：以混凝土將該水平軸心轉動絞鏈-到-水閘板固定元件之至少一部分包覆之步驟。 42 1 ·如申請專利範圍第4 1 6項之控制蓄水方法，其中該產生 一混凝土水控制閘板本體元件的步驟包括有··建立一纖 維強化混凝土水控制閘板本體元件的步驟。 422 ·如申請專利範圍第4 1 6項之控制蓄水方法，其中該產生 一混凝土水控制閘板本體元件的步驟包括有：建立一力 霸強化混凝土水控制閘板本體元件的步驟。 423 ·如申請專利範圍第4 1 6項之控制蓄水方法，其中該產生 一混凝土水控制閘板本體元件的步驟包括有：建立一後 -70- 1292002 拉桿強化混凝土水控制閘板本體元件的步驟。 424 .如申請專利範圍第4 1 6項之控制蓄水方法，其中又包括 有建立一可受到該減少滑動摩擦之致動器側水控制閘板 表面元件之響應的可膨脹水控制閘板致動器的步驟。 4 2 5.—種改良的蓄水控制系統操作維護裝置，其包括有： -一可伸張，底部樞轉水閘板過度轉動防止元件； -一下方，閘板過度轉動防止元件至地基之固定元件， 其可受到該可伸張，底部樞轉水閘過度板轉動防止元件 之響應，並且固定地建立在相鄰末端之水閘板致動器 · 的互相對向末端之間；及 -一可響應於該可伸張，底部樞轉水閘板過度轉動防止元 件之上方，閘板過度轉動防止元件至閘板之固定元件 〇 426 .如申請專利範圍第425項之改良的蓄水控制系統操作維 護裝置，其中該相鄰末端之水閘板致動器係爲相鄰末端 之可膨脹水閘板致動器氣囊。 427 ·如申請專利範圍第426項之改良的蓄水控制系統操作維 ® 護裝置，其中該相鄰末端可膨脹水閘板致動氣囊之最下 游邊緣可裝設在滴下平面處。 428 ·如申請專利範圍第425項之改良的蓄水控制系統操作維 護裝置，其中每一該相鄰末端可膨脹水閘板致動器可響 應於至少一個水閘致動器至地基之固定元件。 429 .如申請專利範圍第428項之改良的蓄水控制系統操作維 護裝置，其中一可受到該相鄰末端可膨脹水閘板致動器 - 7 1 - 1292002 之響應的水閘致動器至地基之固定元件係爲楔狀，閘板致 動器至地基之保持夾緊元件。 43 0 .如申請專利範圍第429項之改良的蓄水控制系統操作維 護裝置，其中又包括有一楔狀，閘板致動器至地基之保持 夾緊元件替代嵌入件，其被裝設於鄰近，楔狀，閘板致動 器至地基之保持夾緊元件的對向末端之間。 43 1 .如申請專利範圍第425項之改良的蓄水控制系統操作維 護裝置，其中又包括有一相鄰水閘致動器至地基之外形 模仿嵌入件。 ® 432 .如申請專利範圍第425項之改良的蓄水控制系統操作維 護裝置，其中又包括有一申請專利範圍第2 1 2項所敘述 之蓄水洩露防止裝置。 43 3 .如申請專利範圍第425項之改良的蓄水控制系統操作維 護裝置，其中該相鄰末端可膨脹水閘板致動器係爲相鄰 末端水間板浮動元件。 4 3 4 .如申請專利範圍第4 2 5項之改良的蓄水控制系統操作維 護裝置’其中一可伸張，底部樞轉水閘板過度轉動防止元 ® 件長度、一上方，閘板過度轉動防止元件至閘板之固定元 件位置’及一下方，過度閘板轉動防止元件至地基之固定 元件位置可爲彼此相關，使該可伸張，底部樞轉水閘板過 度轉動防止元件之最下游端位於在降低狀態之水控制閘 板元件的下方。 43 5 ·如申請專利範圍第425項之改良的蓄水控制系統操作維 護裝置’其中一可伸張，底部樞轉水閘板過度轉動防止元 -72- 1292002 件係爲一可伸張，可收縮之底部樞轉水閘板過度轉動防止 元件。 4 3 6 . —種可致動之水閘板水控制系統，其包括有申請專利範 圍第425項之改良的蓄水控制系統裝置。 43 7 .—種改良的蓄水控制系統操作維護裝置，其包括有： -一可伸張，底部樞轉水閘板過度轉動防止元件； -一下方，閘板過度轉動防止元件至地基之固定元件，其 可受到該可伸張，底部樞轉水閘板過度轉動防止元件之 響應，並且固定地建立在水閘板致動器與垂直地基表 鲁 面之間；及 -一上方，閘板過度轉動防止元件至地基之固定元件，可 響應於該可伸張，底部樞轉水閘板過度轉動防止元件。 43 8 .如申請專利範圍第43 7項之改良的蓄水控制系統操作維 護裝置，其中該水閘板致動器係爲可膨脹水閘板致動器 〇 439 .如申請專利範圍第43 8項之改良的蓄水控制系統操作維 護裝置，其中該相鄰末端可膨脹水閘板致動氣囊之最下 ® 游邊緣可裝設在滴下平面處。 440 .如申請專利範圍第43 7項之改良的蓄水控制系統操作維 護裝置，其中一可受到該相鄰末端可膨脹水閘板致動器 之響應的水閘致動器至地基之固定元件係爲楔狀，閘板致 動器至地基之保持夾緊元件。 44 1 .如申請專利範圍第440項之改良的蓄水控制系統操作維 護裝置，其中又包括有一楔狀，閘板致動器至地基之保持 -73- 1292002 夾緊元件替代嵌入件，其被裝設於楔狀，閘板致動器至地 基之保持夾緊元件與垂直地基表面之間。 442 ·如申請專利範圍第43 7項之改良的蓄水控制系統操作維 護裝置，其中又包括有一相鄰水閘致動器至地基之外形 模仿嵌入件。 443 . —種改良的蓄水控制系統操作維護裝置，其中又包括有 ~申請專利範圍第2 1 2項之蓄水洩露防止裝置。 444 ·如申請專利範圍第437項之改良的蓄水控制系統操作維 護裝置，其中該相鄰末端可膨脹水閘板致動器係爲相鄰 鲁 末端水閘板浮動元件。 445 ·如申請專利範圍第437項之改良的蓄水控制系統操作維 護裝置，其中一可伸張，底部樞轉水閘板過度轉動防止元 件係爲一可伸張，可收縮之底部樞轉水閘板過度轉動防止 元件。 446 ·如申請專利範圍第445項之改良的蓄水控制系統操作維 5蒦裝置’其中一^可伸張，底部樞轉水閘板過度轉動防止元 件長度、一上方，閘板過度轉動防止元件至地基之固定元 · 件位置、及一下方，閘板過度轉動防止元件至地基之固定 元件位置可爲彼此相關，使該可伸張，底部樞轉水閘板過 度轉動防止元件之最下游端位於在降低狀態之水控制閘 板元件的下方。 4 4 7 · —種可致動之水閘板水控制系統，其包括有申請專利範 圍第43 7項之改良的蓄水控制系統裝置。 448 · —改善在降低狀態之水控制閘系統之外形的方法，其包 -74 - 1292002 括有下列步驟： -訂定一可伸張，底部樞轉水閘板過度轉動防止元件之尺 寸； -建立一可受到該可伸張，底部樞轉水閘板過度轉動防止 元件之響應的下方，閘板過度轉動防止元件至地基之固 定元件’其被固定地建立在相鄰，垂直突出流動控制元 件之相鄰末端之間；以及 -建立一可響應於該可伸張，底部樞轉水閘板過度轉動防 止元件之上方，閘板過度轉動防止元件至地基之固定元 馨 件。 449 .如申請專利範圍第448項之改善在降低狀態之水控制閘 系統之外形的方法，其中該建立一可受到該可伸張，底部 樞轉水閘板過度轉動防止元件之響應的下方，閘板過度轉 動防止元件至地基之固定元件且其被固定地建立在相鄰， 垂直突出流動控制元件之相鄰末端之間的步驟包括有： 建立一可受到該可伸張，底部樞轉水閘板過度轉動防止元 件之響應的下方，閘板過度轉動防止元件至地基之固定元 ® 件且其被固定地建立在水閘板致動器之相鄰末端之間的 步驟。 450 .如申請專利範圍第449項之改善在降低狀態之水控制閘 系統之外形的方法，其中該建立一可受到該可伸張，底部 樞轉水閘板過度轉動防止元件之響應的下方，閘板過度轉 動防止元件至地基之固定元件且其被固定地建立在水閘 板致動器之相鄰末端之間的步驟包括有：建立一可受到 - 75- 1292002 該可伸張，底部樞轉水閘板過度轉動防止元件之響應的下 方，閘板過度轉動防止元件至地基之固定元件且其被固定 地建立在可膨脹水閘板致動器之相鄰末端之間的步驟。 45 1 .如申請專利範圍第449項之改善在降低狀態之水控制閘 系統之外形的方法，其中該建立一可受到該可伸張，底部 樞轉水閘板過度轉動防止元件之響應的下方，閘板過度轉 動防止元件至地基之固定元件且其被固定地建立在水閘 板致動器之相鄰末端之間的步驟包括有：建立一可受到 該可伸張，底部樞轉水閘板過度轉動防止元件之響應的下 方，閘板過度轉動防止元件至地基之固定元件且其被固定 地建立在浮動水閘板致動器之相鄰末端之間的步驟。 452 .如申請專利範圍第448項之改善在降低狀態之水控制閘 系統之外形的方法，其中該建立一可受到該可伸張，可收 縮，底部樞轉水閘板過度轉動防止元件之響應的下方，閘 板過度轉動防止元件至地基之固定元件且其被固定地建 立在垂直突出流動控制元件之相鄰末端之間的步驟包括 有：建立一可受到該可伸張，可收縮，底部樞轉水閘板過 度轉動防止元件之響應的下方，閘板過度轉動防止元件至 地基之固定元件且其被固定地建立在地基滑動表面與水 閘板致動器之一相鄰末端之間的步驟。 45 3 ·如申請專利範圍第448項之改善在降低狀態之水控制閘 系統之外形的方法，其中一可受到至少一該相鄰垂直突 出流動控制元件之響應的水閘致動器至地基之固定元件 係爲楔狀，閘板致動器至地基之保持夾緊元件。 1292002 454 ·如申請專利範圍第45 3項之改善在降低狀態之水控制閘 系統之外形的方法，其中又包括有：在楔狀板間密封至 地基之保持夾緊元件之下方及在相鄰垂直突出流動控制 元件之蓄水流動相鄰對向末端之間建立楔狀，閘板致動器 至地基之保持夾緊元件替代嵌入件的步驟。 45 5 ·如申請專利範圍第448項之改善在降低狀態之水控制閘 系統之外形的方法，其中又包括有：建立一功能性，相鄰 水閘致動器至地基之外形模仿嵌入件。 456 ·如申請專利範圍第448項之改善在降低狀態之水控制閘 着 系統之外形的方法，其中又包括有··以申請專利範圍第232 項之水控制閘系統的蓄水洩露防止方法之步驟。 457如申請專利範圍第448項之改善在降低狀態之水控制閘系 統之外形的方法，其中該建立一可受到該可伸張，可收縮， 底部樞轉水閘板過度轉動防止元件之響應的下方，閘板過 度轉動防止元件至地基之固定元件且其被固定地建立在 垂直突出流動控制元件之相鄰末端之間的步驟包括有： φ 在滴下平面處建立一下方，閘板過度轉動防止元件至地基 之固定元件之步驟。 458 ·如申請專利範圍第448項之改善在降低狀態之水控制閘 系統之外形的方法，其中又包括有：使該可伸張，底部樞 轉水閘板過度轉動防止元件之長度與每個該下方，閘板過 度轉動防止元件至地基之固定元件位置及該上方，閘板過 度轉動防止元件至地基之固定元件位置產生相關，以使 -77 - 1292002 鬆弛後，非約束狀態，可伸張，底部樞轉水閘板過度轉動防 止元件之最下游末端位於降低之水控制閘板之下方的步 驟。 459 ·如申請專利範圍第448項之改善在降低狀態之水控制閘 系統之外形的方法，其中該建立一可受到該可伸張，底部 樞轉水閘板過度轉動防止元件之響應的下方，閘板過度轉 動防止兀件至地基之固定兀件且其被固定地建立在垂直 突出流動控制元件之相鄰末端之間的步驟包括有：建立 一可受到該可伸張，底部樞轉水閘板過度轉動防止元件之 響應的下方，閘板過度轉動防止元件至地基之固定元件且 其被固定地建立在末端相鄰可膨脹水閘板致動器氣囊之 互相對向的末端之間的步驟。 460 ·如申請專利範圍第448項之改善在降低狀態之水控制閘 系統之外形的方法，其中該建立可伸張，底部樞轉水閘板 過度轉動防止元件之步驟包括有：建立一可伸張，可收縮， 底部樞轉水閘板過度轉動防止元件之步驟。 461.—種水舌瀑氣裝置，其包括有： -一頂部流動模式動態物件衝擊撓性水舌破碎元件；以 及 •一可受到該頂部流動模式動態物件衝擊撓性水舌破碎 元件之響應的可脫離，撓性水舌破碎元件至蓄水元件之 固定元件。 4 6 2 ·如申請專利範圍第4 6 1項之水舌瀑氣裝置，其中該頂部 1292002 流動模式動態物件衝擊撓性水舌破碎元件係爲一強化彈 性之水舌破碎器。 46 3 ·如申請專利範圍第461項之水舌瀑氣裝置，其中該蓄水 元件爲一選自包括有：可膨脹地致動之水閘板、可膨脹 彈性水壩、及混凝土水壩之蓄水元件群組中的蓄水元件 〇 464. 如申請專利範圍第461項之水舌瀑氣裝置，其中該蓄水 元件爲水閘板。 465. —種將水壩頂部水舌瀑氣的方法，其包括有下列步驟： -產生一頂部流動模式動態物件衝擊撓性水舌破碎元件 :以及 -建立一可受到該頂部流動模式動態物件衝擊撓性水舌 破碎元件之響應的可脫離，撓性水舌破碎元件至蓄水元 件之固定元件。 466·如申請專利範圍第465項之將水壩頂部水舌瀑氣的方法 ’其中該產生一頂部流動模式動態物件衝擊撓.性水舌破 碎元件的步驟包括有：產生一強化彈性之水舌破碎器的 步驟。 467 ·如申請專利範圍第465項之將水壩頂部水舌瀑氣的方法 ’其中該建立一可受到該頂部流動模式動態物件衝擊撓 性水舌破碎元件之響應的可脫離，撓性水舌破碎元件至蓄 水元件之固定元件的步驟包括有：建立一可脫離，水舌破 碎元件-到-可膨脹地致動之水閘板固定元件的步驟。 468·如申請專利範圍第465項之將水壩頂部水舌瀑氣的方法 1292002 ，其中該建立一可脫離，撓性水舌破碎元件至蓄水元件之 固定元件的步驟包括有：建立一可脫離，水舌破碎元件_ 到-混凝土水壩固定元件的步驟。 469 .如申請專利範圍第465項之將水壩頂部水舌瀑氣的方法 ，其中又包括有：將該頂部流動模式動態物件衝擊撓性 水舌破碎元件經由該可脫離，撓性水舌破碎元件至蓄水元 件之固定元件之使用而固定到一上方蓄水結構表面之步 驟。 4 7 0.—種蓄水控制系統，其包括有： -多數個水閘元件； -一可移動水閘致動器元件，其可在多數個水閘元件之 下方可重新定位； -一可受到可移動水閘致動器元件之響應的重置元件； 及 -多數個支持元件，其每一均受到該複數之水閘元件中 之至少一個水閘元件之響應。 47 1 ·如申請專利範圍第470項之蓄水控制系統，其中該多數 個水閘元件係爲底部樞轉之水閘元件。 472 ·如申請專利範圍第470項之蓄水控制系統，其中該可移 動水閘致動器元件包括有至少一個可膨脹水閘致動器。 473 ·如申請專利範圍第472項之蓄水控制系統，其中該至少 一個可膨脹水閘致動器包括有兩個可膨脹水閘致動器元 件。 474 ·如申請專利範圍第47 3項之蓄水控制系統，其中該兩個 1292002 可膨脹水閘致動器元件水閘致動器元件係爲垂直堆積者 〇 475 .如申請專利範圍第470項之蓄水控制系統’其中該重置 元件包括有一水閘致動器重置軟管組合。 476 .如申請專利範圍第470項之蓄水控制系統，其中該多數 個支持元件包括有至少一個支柱元件。 477 .如申請專利範圍第476項之蓄水控制系統，其中該至少 一個支柱元件包括有上支柱構件；及下支柱構件，其可 由結合至少兩個相鄰支柱元件之水平縱向扭力管而樞轉 地響應於該上支柱構件。 478 . —種可移動水閘致動器元件，其包括有如申請專利範圍 第470項之蓄水控制系統。 479·—種蓄水控制方法，其包括有下列步驟： -建立多數個水閘元件； -建立至少一個可在多數個水閘元件之下方可重新定位 之可移動水閘致動器元件； -建立一可受到可移動水閘致動器元件之響應的重置元 件；及 、建立多數個支持元件，其每一均受到該多數個之水閘 元件中之至少一個水閘元件之響應。 480 .如申請專利範圍第479項之蓄水控制方法，其中該建立 多數個水閘兀件之步驟包括有：建立多數個底部樞轉水 閘元件之步驟。 481·如申請專利範圍第479項之蓄水控制方法，其中該建立 1292002 至少一個可在多數個水閘元件之下方可重新定位之可移 動水閘致動器元件之步驟包括有：建立至少一個可移動， 可膨脹水閘致動器元件之步驟。 482. 如申請專利範圍第481項之蓄水控制方法，其中該建立 至少一個可在多數個水閘元件之下方可重新定位之可移 動水閘致動器元件之步驟包括有：建立兩個可膨脹，可移 動水閘致動器元件之步驟。 483. 如申請專利範圍第482項之蓄水控制方法，其中該建立 兩個可膨脹，可移動水閘致動器元件之步驟包括有：建立 兩個可膨脹，可移動，垂直地堆疊之水閘致動器元件之步 驟。 484 ·如申請專利範圍第479項之蓄水控制方法，其中該建立 一重置元件之步驟包括有：建立一水閘致動器重置軟管 之步驟。 485 ·如申請專利範圍第479項之蓄水控制方法，其中該建立 多數個支持元件之步驟包括有：建立至少一個支柱元件 之步驟。 4 8 6 ·如申請專利範圍第4 8 5項之蓄水控制方法，其中該建立 至少一個支柱元件之步驟包括有：建立一上支柱構件； 及建立一可由結合至少兩個相鄰支柱元件之水平縱向之 扭力管而樞轉地響應於上支柱構件的下支柱構件之步驟 〇 487.—種蓄水裝置，其包括有： -一可膨脹蓄水元件致動器元件； - 82- 1292002 -一可膨脹致動器至地基之固定元件，其可受到可膨脹 蓄水元件致動器元件之響應，並且其包含有一橫剖面 放大、可膨脹致動器至地基之夾緊保持改善元件； -一可響應於該可膨脹蓄水元件致動器元件之頂部可供 交通用途之蓄水元件； -一可受到該頂部可供交通用途之蓄水元件之響應的撓 性纖維強化絞鏈元件； -一可響應於該撓性纖維強化絞鏈元件之一絞鏈至蓄水 元件之固定元件；及 _ -一可受到該撓性纖維強化絞鏈元件之響應的絞鏈至地 基之固定元件，其中該頂部可供交通用途之蓄水元件 之轉動軸心實質上在頂部可供交通用途之蓄水元件末 端，並且其中該頂部可供交通用途之蓄水元件具有一 齊平之上方可供交通用途之表面。 488 .如申請專利範圍第487項之蓄水裝置，其中該橫剖面放 大、可膨脹致動器至地基之夾緊保持改善元件係爲一楔 狀之可膨脹致動器至地基之夾緊保持元件。 ® 489 .如申請專利範圍第487項之蓄水裝置，其中該橫剖面放 大、可膨脹致動器至地基之夾緊保持改善元件係爲逗點 式之可膨脹致動器至地基之夾緊保持強化元件嵌入件。 490 .如申請專利範圍第487項之蓄水裝置，其中該撓性纖維 強化絞鏈元件包括有成一體之數字8狀的撓性絞鏈。 4 9 1 ·如申請專利範圍第4 9 0項之蓄水裝置，其中又包括有一 可受到該成一體之數字8狀的撓性絞鏈之響應的彈性絞 - 8 3 - 1292002 鏈蓋。 492 ·如申請專利範圍第487項之蓄水裝置，其中該撓性纖維 強化絞鏈元件包括有模組化數字8狀的撓性絞鏈。 493 .如申請專利範圍第487項之蓄水裝置，其中該撓性纖維 強化絞鏈元件包括有S -型的撓性絞鏈。 494.如申請專利範圍第487項之蓄水裝置，其中該撓性纖維 強化絞鏈元件包括有W -型的撓性絞鏈。 49 5.如申請專利範圍第487項之蓄水裝置，其中該撓性纖維 強化絞鏈元件之至少一條撓性纖維可爲從包含有：捻撚 ® 索、線繩、編織繩、針織繩、織布、捻撚索埋入之彈性 體、線繩埋入之彈性體、編織繩埋入之彈性體、針織繩 埋入之彈性體、及織布埋入之彈性體的群中選出之撓性 纖維。 496 ·如申請專利範圍第487項之蓄水裝置，其中又包括有： 一可樞轉地響應於頂部可供交通用途蓄水元件的交通表 面絞鏈蓋。 497 ·如申請專利範圍第487項之蓄水裝置，其中該可響應於 ® 該可膨脹蓄水元件致動器元件之頂部可供交通用途之蓄 水元件係爲頂部可供車輛通過之蓄水元件。 498·如申請專利範圍第487項之蓄水裝置，其中該可響應於 該可膨脹蓄水元件致動器元件之頂部可供交通用途之蓄 水元件係爲頂部可供行人通過之蓄水元件。 499.如申請專利範圍第487項之蓄水裝置，其中該可響應於 該可膨脹蓄水元件致動器元件之頂部可供交通用途之蓄 一 8 4 - Ϊ292002 水兀件係爲頂部可供鐵路通過之蓄水元件。 5〇〇·如申請專利範圍第487項之蓄水裝置，其中該可膨脹蓄 水元件致動器元件係爲下游側定位之可膨脹蓄水元件致 動器元件。 5〇1 .如申請專利範圍第487項之蓄水裝置，其中又包括有： 在升高狀態下可受到該頂部可供交通用途的蓄水元件之 響應的過度蓄水元件轉動防止元件。 5〇2·如申請專利範圍第5〇1項之蓄水裝置，其中該過度蓄水 元件轉動防止元件係爲一可伸張，可收縮過度蓄水元件轉 肇 動防止元件。 5 0 3 ·如申請專利範圍第5 0 1項之蓄水裝置，其中該過度蓄水 兀件轉動防止元件係爲至少一靜止之蓄水元件轉動過度 止件。 504·如申請專利範圍第487項之蓄水裝置，其中該可膨脹蓄 水元件致動器元件係爲蓄水側定位之可膨脹蓄水元件致 動器元件。 505 .如申請專利範圍第504項之蓄水裝置，其中該頂部可供 ® 交通用途之蓄水元件係爲一可浮動、頂部可供交通用途 之蓄水元件。 506. 如申請專利範圍第5〇4項之蓄水裝置，其中又包括有可 受到該頂部可供交通用途蓄水元件之浮動地響應的可浮 動之蓄水元件致動器元件。 507. 如申請專利範圍第506項之蓄水裝置，其中該可浮動之 蓄水元件致動器元件被建立在該頂部可供交通用途之蓄 -85- 1292002 水元件之下方。 5 0 8 ·如申g靑專利範圍第5 0 6項之蓄水裝置，其中該可浮動之 蓄水元件致動器元件可形成該頂部可供交通用途之蓄水 元件之一部分。 509.—種蓄水裝置，其包括有： -一可浮動地升高之頂部可供交通用途之蓄水元件； -一可受到該可浮動地升高之頂部可供交通用途之蓄水 元件之響應的撓性纖維強化絞鏈元件；及 -一可響應於該撓性纖維強化絞鏈元件之絞鏈至蓄水元 件之固定元件； -一可受到該可浮動地升高之頂部可供交通用途之蓄水 元件之浮動響應的浮動元件；及 -一可響應於該撓性纖維強化絞鏈元件之絞鏈至地基之 固定元件， 其中該可浮動地升高之頂部可供交通用途之蓄水元件具 有一齊平之上表面。 5 10.如申請專利範圍第509項之蓄水裝置，其中該可浮動地 升高之頂部可供交通用途之蓄水元件之一轉動軸心係實 質上位於一蓄水元件末端。 51 1 .如申請專利範圍第509項之蓄水裝置，其中該可浮動地 升高之頂部可供交通用途之蓄水元件係爲可浮動地升高 之頂部可供汽車通過之蓄水元件。 512 .如申請專利範圍第509項之蓄水裝置’其中該可浮動地 升高之頂部可供交通用途之蓄水元件係爲頂部可供行人 -8 6 ~ 1292002 通過之蓄水元件。 513 ·如申請專利範圍第509項之蓄水裝置，其中該可浮動地 升高之頂部可供交通用途之蓄水元件係爲頂部可供鐵路 通過之蓄水元件。 5 14.如申請專利範圍第5〇9項之蓄水裝置，其中又包括有： 一可樞轉地響應於該可浮動可升高之頂部可供交通用途 之蓄水元件的交通表面絞鏈蓋。 5 1 5 ·如申請專利範圍第509項之蓄水裝置，其中該撓性纖維 強化絞鏈元件包括有成一體之數字8狀的撓性絞鏈。 · 5 1 6 .如申請專利範圍第5 1 5項之蓄水裝置，其中又包括有： 一可受到該成一體之數字8狀的撓性絞鏈之響應的彈性 蓋。 5 1 7如申請專利範圍第509項之蓄水裝置，其中該撓性纖維強 化絞鏈元件包括有模組化數字8狀的撓性絞鏈。 5 18•如申請專利範圍第509項之蓄水裝置，其中該撓性纖維 強化絞鏈元件包括有S-型的撓性絞鏈。 519 ·如申請專利範圍第509項之蓄水裝置，其中該撓性纖維 ® 強化絞鏈元件包括有W -型的撓性絞鏈。 5 20 .如申請專利範圍第509項之蓄水裝置，其中該撓性纖維 強化絞鏈元件之至少一條撓性纖維可爲從包含有：捻撚 索、線繩、編織繩、針織繩、織布、捻撚索埋入之彈性 體、線繩埋入之彈性體、編織繩埋入之彈性體、針織繩 埋入之彈性體、及織布埋入之彈性體的群中選出之撓性 纖維。 -87 - 1292002 521 ·如申請專利範圍第509項之蓄水裝置，其中又包括有： 在升高狀態下可受到該可浮動地升高之頂部可供交通用 途蓄水元件之響應的過度蓄水元件轉動防止元件。 522·如申請專利範圔第521項之蓄水裝置，其中該過度蓄水 元件轉動防止元件係爲一可伸張，可收縮過度蓄水元件轉 動防止元件。 523·如申請專利範圍第521項之蓄水裝置，其中該過度蓄水 元件轉動防止元件係爲至少一靜止之蓄水元件過度轉動 止件。 鲁 5 24·—種蓄水裝置，其包括有： •一可膨脹蓄水元件致動器元件； -一可受到該可膨脹蓄水元件致動器元件之響應的可膨 脹致動器至地基之固定元件，並且其包括有一橫剖面 放大，可膨脹致動器至地基之夾緊保持改善元件； -一可響應於可膨脹蓄水元件致動器元件之蓄水元件； -一可受到該蓄水元件之響應的撓性纖維強化絞鏈元件 f -一可響應於撓性纖維強化絞鏈元件之絞鏈至蓄水元件 之固定元件；及 -一可響應於撓性纖維強化絞鏈元件之絞鏈至地基之固 定元件； 其中蓄水元件之轉動軸心實質上在蓄水元件末端。 525·如申請專利範圍第524項之蓄水裝置，其中該橫剖面放 大，可膨脹致動器至地基之夾緊保持改善元件係爲一個一 - 88 - 1292002 個楔狀之可膨脹致動器至地基之夾緊保持強化元件。 5 26 ·如申請專利範圍第524項之蓄水裝置，其中該橫剖面放 大，可膨脹致動器至地基之夾緊保持改善元件係爲逗點式 之可膨脹致動器至地基之夾緊保持強化元件。 527 ·如申請專利範圍第524項之蓄水裝置，其中該撓性纖維 強化絞鏈元件包括有成一體之數字8狀的撓性絞鏈。 528.如申請專利範圍第527項之蓄水裝置，其中又包括有一 可受到該成一體之數字8狀的撓性絞鏈之響應的彈性蓋 〇 529·如申請專利範圍第524項之蓄水裝置，其中該撓性纖維 強化絞鏈元件包括有模組化數字8狀的撓性絞鏈。 5 30 ·如申請專利範圍第524項之蓄水裝置，其中該撓性纖維 強化絞鏈元件包括有一 S-型撓性絞鏈。 531 ·如申請專利範圍第524項之蓄水裝置，其中該撓性纖維 強化絞鏈元件包括有一 W-型撓性絞鏈。 5 32.如申請專利範圍第524項之蓄水裝置，其中該撓性纖維 強化絞鏈元件之至少一條撓性纖維可爲從包含有：捻撚 索、線繩、編織繩、針織繩、織布、捻撚索埋入之彈性 體、線繩埋入之彈性體、編織繩埋入之彈性體、針織繩 埋入之彈性體、及織布埋入之彈性體的群中選出之撓性 纖維。 5 3 3 .如申請專利範圍第524項之蓄水裝置，其中該可膨脹蓄 水元件致動器元件係爲朝向海定位之可膨脹蓄水元件致 動器元件。 -8 9 - 1292002 5 3 4 ·如申請專利範圍第5 2 4項之蓄水裝置，其中該可膨脹蓄 水元件致動器元件係爲朝向河流定位之可膨脹蓄水元件 致動器元件。 5 3 5 ·如申請專利範圍第524項之蓄水裝置，其中又包括有： 在升高狀態下可受到該頂部可供交通用途之蓄水元件之 響應的過度蓄水元件轉動防止元件。 5 3 6 ·如申請專利範圍第5 3 5項之蓄水裝置，其中該過度蓄水 元件轉動防止元件係爲一可伸張，可收縮過度蓄水元件轉 動防止元件。 _ 5 3 7 .如申請專利範圍第5 3 5項之蓄水裝置，其中該過度蓄水 元件轉動防止元件係爲至少一靜止之蓄水元件過度轉動 止件。 5 38·如申請專利範圍第524項之蓄水裝置，其中又包括有： 一可受到該蓄水元件之響應的升高蓄水元件防止元件。 5 3 9 ·〜種蓄水方法，其包括有下列步驟： -使用一包含有橫剖面放大，可膨脹致動器至地基之夾緊 保持改善元件之可膨脹致動器至地基之固定元件而將 ® 一可膨脹蓄水元件致動器元件鎖緊到地基； -建立一可響應於該可膨脹蓄水元件致動器元件之頂部 可供交通用途之蓄水元件； -將該頂部可供交通用途之蓄水元件構成具有一齊平之 上方可供交通用之表面； -建立一可受到該頂部可供交通用途蓄水元件之響應的 撓性纖維強化絞鏈元件； 一 90- 1292002 -將一絞鏈至蓄水元件之固定元件固緊到頂部可供交通 用途蓄水元件之末端；及 -將一可受到該撓性纖維強化絞鏈元件之響應的絞鏈至 地基之固定元件鎖緊。 54 0.如申請專利範圍第5 3 9項之蓄水方法，其中該使用一包 含有橫剖面放大，可膨脹致動器至地基之夾緊保持改善元 件之可膨脹致動器至地基之固定元件而將一可膨脹蓄水 元件致動器鎖緊到地基的步驟包括有：使用一包含有楔 狀之可膨脹致動器至地基之夾緊保持改善元件之可膨脹 鲁 致動器至地基之固定元件而將一可膨脹蓄水元件致動器 鎖緊到地基的步驟。 541 ·如申請專利範圍第5 3 9項之蓄水方法，其中該使用一包 含有橫剖面放大，可膨脹致動器至地基之夾緊保持改善元 件之可膨脹致動器至地基之固定元件而將一可膨脹蓄水 元件致動器鎖緊到地基的步驟包括有：使用一包含有逗 點式之可膨脹致動器至地基之夾緊保持強化嵌入元件之 可膨脹致動器至地基之固定元件而將一可膨脹蓄水元件 ® 致動器鎖緊到地基的步驟。 542.如申請專利範圍第5 3 9項之蓄水方法，其中該建立一撓 性纖維強化絞鏈元件的步驟包括有：建立一成一體之數 字8狀的撓性絞鏈之步驟。 5 4 3 ·如申請專利範圍第5 4 2項之蓄水方法，其中又包括有建 立一可響應於該成一體之數字8狀的彈性絞鏈蓋的步驟 -91- 1292002 5 44·如申請專利範圍第5 39項之蓄水方法，其中該建立一撓 性纖維強化絞鏈元件的步驟包括有··建立一模組化之數 字8狀之撓性絞鏈的步驟。 5 4 5 ·如申請專利範圍第5 3 9項之蓄水方法，其中該建立一撓 性纖維強化絞鏈元件的步驟包括有··建立一 S -型撓性絞 鏈之步驟。 5 46 ·如申請專利範圍第5 39項之蓄水方法，其中該建立一撓 性纖維強化絞鏈元件的步驟包括有：建立一 w _型撓性絞 鏈之步驟。 _ 547.如申i靑專利範圍％ 539項之蓄水方法，其中該建立一撓 性纖維強化絞鏈元件的步驟包括有：建立一撓性纖維強 化絞鏈元件，其包括至少一條撓性纖維，其係可從包含 有：捻撚索、線繩、編織繩、針織繩、織布、捻撚索埋 入之彈性體、線繩埋入之彈性體、編織繩埋入之彈性體 、針織繩埋入之彈性體、及織布埋入之彈性體的群中選 出之撓性纖維的步驟。 5 4 8 ·如申g靑專利範圍第5 3 9項之畜水方法，其中又包括有： 建立一可樞轉地響應於該頂部可供交通用途蓄水元件的 交通表面絞鏈蓋的步驟。 5 4 9 .如申請專利範圍第5 3 9項之蓄水方法，其中該建立一頂 部可供交通用途之蓄水元件的步驟包括有：建立一頂部 可供汽車通過之蓄水元件的步驟。 5 50·如申請專利範圍第5 3 9項之蓄水方法，其中該建立一頂 部可供交通用途之蓄水元件的步驟包括有：建立一頂部 -92 - 1292002 可供行人通過之蓄水元件的步驟。 551.如申請專利範圍第5 39項之蓄水方法，其中該建立一頂 部可供交通用途之蓄水元件的步驟包括有：建立一頂部 可供鐵路通過之蓄水元件的步驟。 5 52 ·如申請專利範圍第5 39項之蓄水方法，其中該建立一可 響應於一可膨脹蓄水元件致動器元件之頂部可供交通用 途之蓄水元件的步驟包括有：建立一可響應於下游側定 位之可膨脹蓄水元件致動器元件的步驟。 5 5 3 .如申請專利範圍第5 39項之蓄水方法，其又包括有：建 鲁 立一在升高狀態下可受到該頂部可供交通用途之蓄水元 件之響應的過度蓄水元件轉動防止元件的步驟。 5 54 .如申請專利範圍第553項之蓄水方法，其中該建立一過 度蓄水元件轉動防止元件的步驟包括有：建立至少一可 伸張，可收縮過度蓄水元件轉動防止元件的步驟。 5 5 5 ·如申請專利範圍第553項之蓄水方法，其中該建立一過 度蓄水元件轉動防止元件的步驟包括有：建立至少一靜 止轉動過度止ί牛的步，驟。 ® 5 5 6.如申請專利範圍第539項之蓄水方法，其中該建立一可 響應於該可膨脹蓄水元件致動器元件的頂部可供交通用 途之畜水兀件的步驟包括有··建立一可響應於上游側定 位之可膨脹蓄水元件致動器元件的頂部可供交通用途之 蓄水元件之步驟。 5 5 7 ·如申請專利範圍第5 5 6項之蓄水方法，其中該建立一頂 部可供交通用途之蓄水元件之步驟包括有··建立—可浮 -93- 1292002 動之頂部可供交通用途之蓄水元件之步驟。 5 5 8.如申請專利範圍第5 56項之蓄水方法，其中又包括有： 建II 一可受到該頂部可供交通用途之蓄水元件之浮動地 響應的可浮動蓄水元件致動器元件的步驟。 5 5 9·如申請專利範圍第5 5 8項之蓄水方法，其中該建立一可 浮動蓄水元件致動器元件之步驟包括有：將該可浮動蓄 水元件建立在該頂部可供交通用途之蓄水元件之實質下 方的步驟。 560 ·如申請專利範圍第558項之蓄水方法，其中該建立一可 參 浮動蓄水元件致動器元件之步驟包括有：建立該可浮動 蓄水兀件以做爲頂部可供交通用途之蓄水元件之一部分 的步驟。 5 6 1 · —種蓄水方法，其包括有下列步驟： -建立一可響應於撓性纖維強化絞鏈元件之可浮動地升 高之頂部可供交通用途之蓄水元件； -建立一可響應於該撓性纖維強化絞鏈元件之絞鏈至蓄 水元件之固定元件； ® -將該頂部可供交通用途之蓄水元件構成具有一齊平之 上方可供交通用之表面； -將一可受到該撓性纖維強化絞鏈元件之響應的絞鏈至 蓄水元件之固定元件鎖緊。 5 62 ·如申請專利範圍第561項之蓄水方法，其中該建立一絞 鏈至蓄水元件之固定元件之步驟包括有：在蓄水元件末 端建立一絞鏈至蓄水元件之固定元件的步驟。 -94- 1292002 5 6 3 ·如申請專利範圍第5 6 1項之蓄水方法，其中該建立一可 浮動地升高蓄水元件致動器元件之步驟包括有：建立一 頂部可供汽車通過之蓄水元件的步驟。 564.如申請專利範圍第561項之蓄水方法，其中該建立一可 浮動地升高蓄水元件致動器元件之步驟包括有：建立_ 頂部可供行人通過之蓄水元件的步驟。 5 6 5 .如申請專利範圍第5 6 1項之蓄水方法，其中該建立一可 浮動地升高蓄水元件致動器元件之步驟包括有：建立一 頂部可供鐵路通過之蓄水元件的步驟。 566·如申請專利範圍第561項之蓄水方法，其中又包括有： 建立一可樞轉地響應於該可浮動地升高之頂部可供交通 用途蓄水元件的交通表面絞鏈蓋之步驟。 5 67 ·如申請專利範圍第561項之蓄水方法，其中又包括有建 立一可響應於該成一體之數字8狀的彈性絞鏈蓋的步驟 〇 5 68.如申請專利範圍第561項之蓄水方法，其中該建立一撓 性纖維強化絞鏈元件的步驟包括有··建立一模組化之數 字8狀的撓性絞鏈之步驟。 569.如申請專利範圍第561項之蓄水方法，其中該建立一撓 性纖維強化絞鏈元件的步驟包括有：建立一 S -型的撓性 絞鏈之步驟。 570·如申請專利範圍第561項之蓄水方法，其中該建立一撓 性纖維強化絞鏈元件的步驟包括有：建立一 W-型的撓性 絞鏈之步驟。 -95- 1292002 5 7 1 ·如申請專利範圍第5 6 1項之蓄水方法，其中該建立一撓 性纖維強化絞鏈元件的步驟包括有：建立一撓性纖維強 化絞鏈元件，其包括至少一條撓性纖維，其係可從包含 有··捻撚索、線繩、編織繩、針織繩、織布、捻撚索埋 入之彈性體、線繩埋入之彈性體、編織繩埋入之彈性體 、針織繩埋入之彈性體、及織布埋入之彈性體的群中選 出之撓性纖維的步驟。 572 .如申請專利範圍第561項之蓄水方法，其中又包括有： 建立一在升高狀態下可受到該可浮動地升高之頂部可供 春 交通用途之蓄水元件之響應的過度蓄水元件轉動防止元 件的步驟。 5 73 ·如申請專利範圍第572項之蓄水方法，其中該建立一過 度蓄水元件轉動防止元件的步驟包括有：建立至少一可 伸張，可收縮過度蓄水元件轉動防止元件的步驟。 574·如申請專利範圍第572項之蓄水方法，其中該建立一過 度蓄水元件轉動防止元件的步驟包括有：建立至少一靜 止轉動過度止件的步驟。 ^ 5 7 5 · —種蓄水方法，其包括有下列步驟： -使用一包含有橫剖面放大，可膨脹致動器至地基之夾緊 保持改善元件之可膨脹致動器至地基之固定元件而將 一可膨脹蓄水元件致動器元件鎖緊到地基； -建立一可響應於該可膨脹蓄水元件致動器元件 之蓄水元件； -建立一可受到該蓄水元件之響應的撓性纖維強化絞鏈 -9 6 - Ϊ292002 元件； _在一蓄水元件之縱向末端建立一絞鏈至蓄水元件之固 定元件；及 -將一可受到該撓性纖維強化絞_元件之響應的絞鏈至 蓄水元件之固定元件固緊。 5 7 6 .如申請專利範圍第5 7 5項之蓄水方法，其中該建立一撓 性纖維強化絞鏈兀件的步驟包括有：建立一模組化之數 字8狀之撓性絞鏈的步驟。 577 ·如申請專利範圍第5 75項之蓄水方法，其中該建立一撓 鲁 性纖維強化絞鏈元件的步驟包括有：建立一 s _型的撓性 絞鏈之步驟。 578. 如申請專利範圍第5 7 5項之蓄水方法，其中該建立一撓 性纖維強化絞鏈元件的步驟包括有：建立一 W_型的撓性 絞鏈之步驟。 579. 如申請專利範圍第5 75項之蓄水方法，其中該建立一撓 性纖維強化絞鏈元件的步驟包括有··建立一撓性纖維強 化絞鏈元件’其包括至少一條撓性纖維，其係可從包含 ® 有：捻撚索、線繩、編織繩、針織繩、織布、捻撚索埋 入之彈性體、線繩埋入之彈性體、編織繩埋入之彈性體 、針織繩埋入之彈性體、及織布埋入之彈性體的群中選 出之撓性纖維的步驟。 5 80 ·如申請專利範圍第5 7 5項之蓄水方法，其中該建立一可 響應於該可膨脹蓄水元件致動器元件之蓄水元件的步驟 包括有：建立一可響應於朝向海之可膨脹蓄水元件致動 -97 - 1292002 器元件之蓄水元件的步驟。 581·如申請專利範圍第575項之蓄水方法，其中該建立一可 響應於該可膨脹蓄水元件致動器元件之蓄水元件的步驟 包括有：建立一可響應於朝向河之可膨脹蓄水元件致動 器元件之蓄水元件的步驟。 5 82.如申請專利範圍第5 7 5項之蓄水方法，其中又包括有： 建立一在升高狀態下可受到該可膨脹蓄水元件之響應的 過度蓄水元件轉動防止元件的步驟。 583 ·如申請專利範圍第575項之蓄水方法，其中該建立一過 鲁 度蓄水元件轉動防止元件的步驟包括有：建立至少一可 伸張，可收縮過度蓄水元件轉動防止元件的步驟。 584 .如申請專利範圍第575項之蓄水方法，其中該建立一過 度蓄水元件轉動防止元件的步驟包括有：建立至少一靜 止轉動過度止件的步驟。 585 ·如申請專利範圍第575項之蓄水方法，其中又包括有建 立一升高狀態蓄水元件位置維護元件之步驟。 586 ·如申請專利範圍第5 7 5項之蓄水方法，其中該使用一包 ® 含有橫剖面放大，可膨脹致動器至地基之夾緊保持改善元 件之可膨脹致動器至地基之固定元件而將一可膨脹蓄水 元件致動器元件鎖緊到地基的步驟包括有：使用一包含 有楔狀之可膨脹致動器至地基之夾緊保持元件之可膨脹 致動器至地基之固定元件而將一可膨脹蓄水元件致動器 元件鎖緊到地基的步驟。 587.如申請專利範圍第586項之蓄水方法，其中該使用一包 - 98- 1292002 含有橫剖面放大，可膨脹致動器至地基之夾緊保持改善元 件之可膨脹致動器至地基之固定元件而將一可膨脹蓄水 元件致動器元件鎖緊到地基的步驟包括有：使用一包含 有逗點式之可膨脹致動器至地基之夾緊保持強化元件之 可膨脹致動器至地基之固定元件而將一可膨脹蓄水元件 致動器元件鎖緊到地基的步驟。 5 88.—種可膨脹物件製造方法，其包括有下列步驟： -建立一可響應於一可膨脹氣囊製造框架之抗彎曲收縮 氣囊摺疊產生促進元件； -將至少一彈性層之至少一部分摺疊在抗彎曲收縮氣囊 摺疊產生促進元件之周圍，以產生至少一最內氣囊層 9 -產生一反向相對之最內層； -防止該反向相對之最內層之接壤；及 -從至少一產生之彈性摺疊移除該抗彎曲收縮氣囊摺疊 產生促進元件。 589.如申請專利範圍第5 88項之可膨脹物件製造方法，其中 該建立一抗彎曲收縮氣囊摺疊產生促進元件的步驟包括 有：建立一實質爲直線的抗彎曲收縮氣囊摺疊產生促進 兀件的步驟。 590 ·如申請專利範圍第5 88項之可膨脹物件製造方法，其中 該建立一抗彎曲收縮氣囊摺疊產生促進元件的步驟包括 有=建立一可伸張之鋼線，抗彎曲收縮氣囊摺疊產生促進 元件的步驟。 -99- 1292002 591 .如申請專利範圍第588項之可膨脹物件製造方法，其中 該建立一抗彎曲收縮氣囊摺疊產生促進元件的步驟包括 有：建立一可伸張桿，抗彎曲收縮氣囊摺疊產生促進元件 的步驟。 592 .如申請專利範圍第588項之可膨脹物件製造方法，其中 該建立一抗彎曲收縮氣囊摺疊產生促進元件的步驟包括 有··建立一金屬抗彎曲收縮氣囊摺疊產生促進元件的步 驟。 5 9 3 .如申請專利範圍第588項之可膨脹物件製造方法，其中 · 該建立一抗彎曲收縮氣囊摺疊產生促進元件的步驟包括 有：將一收縮氣囊摺疊產生促進元件張開的步驟。 5 94.如申請專利範圍第593項之可膨脹物件製造方法，其中 該將一收縮氣囊摺疊產生促進元件張開的步驟包括有： 以手動方式將一收縮氣囊摺疊產生促進元件張開的步驟 〇 5 9 5 .如申請專利範圍第593項之可膨脹物件製造方法，其中 該將一收縮氣囊摺疊產生促進元件張開的步驟包括有： ® 以自動方式將一收縮氣囊摺疊產生促進元件張開的步驟 〇 5 96.如申請專利範圍第59 3項之可膨脹物件製造方法，其中 該將一收縮氣囊摺疊產生促進元件張開的步驟包括有： 以液壓方式將一收縮氣囊摺疊產生促進元件張開的步驟 〇 5 97 .如申請專利範圍第588項之可膨脹物件製造方法，其中 - 1 0 0 — !292〇〇2 該建立一抗彎曲收縮氣囊摺疊產生促進元件的步驟包括 有：建立至少兩個抗彎曲收縮氣囊摺疊產生促進器的步 驟。 598·如申請專利範圍第597項之可膨脹物件製造方法，其中 該建立至少兩個抗彎曲收縮氣囊摺疊產生促進器的步驟 包括有：建立至少兩個平行抗彎曲收縮氣囊摺疊產生促 進器的步驟。 5 99 .如申請專利範圍第598項之可膨脹物件製造方法，其中 該建立至少兩個平行抗彎曲收縮氣囊摺疊產生促進器的 β 步驟包括有：在該至少兩個平行之抗彎曲收縮氣囊摺疊 產生促進元件之至少一個之周圍建立一狹長、橫剖面爲 淚滴型、收縮氣囊摺疊膜嵌入元件；及在該至少兩個平 行之抗彎曲收縮氣囊摺疊產生促進元件之不同的至少一 之周圍建立氣囊至地基之至地基之夾緊保持強化嵌入元 件的步驟。 600.如申請專利範圍第598項之可膨脹物件製造方法，其中 $ 該建立至少兩個平行抗彎曲收縮氣囊摺疊產生促進器的 步驟包括有：在該至少兩個平行之抗彎曲收縮氣囊摺疊 產生促進元件之至少一個之周圍建立一狹長、橫剖面爲 淚滴型、收縮氣囊摺疊膜嵌入元件；及在該至少兩個平 行之抗彎曲收縮氣囊摺疊產生促進元件之不同的至少一 之周圍建立氣囊至地基之至地基之夾緊保持強化嵌入元 件；以及，在該至少兩個平行之抗彎曲收縮氣囊摺疊產 生促進元件之不同的至少一個之周圍建立建立一板-到- -101 - 1292002 板致動器元件夾緊保持強化嵌入元件的步驟。 601·如申請專利範圍第5 97項之可膨脹物件製造方法，其中 該建立至少兩個抗彎曲收縮氣囊摺疊產生促進器的步驟 包括有：建立至少四個矩形配置之抗彎曲收縮氣囊摺疊 產生促進元件之步驟。 6 02 .如申請專利範圍第588項之可膨脹物件製造方法，其中 又包括有：在該抗彎曲收縮氣囊摺疊產生促進元件之至 少一部分周圍建立一實質狹長、實質橫剖面爲淚滴型之 收縮氣囊摺疊膜嵌入元件的步驟。 60 3 •如申請專利範圍第602項之可膨脹物件製造方法，其中 該在該抗彎曲收縮氣囊摺疊產生促進元件之至少一部分 周圍建立一實質狹長、實質橫剖面爲淚滴型之收縮氣囊 摺疊膜嵌入元件的步驟可在抗彎曲收縮氣囊摺疊產生促 進元件之周圍摺疊至少一個彈性層之至少一部分的步驟 之前執行。 604 ·如申請專利範圍第588項之可膨脹物件製造方法，其中 又包括有：在抗彎曲收縮氣囊摺疊產生促進元件之至少 一部分上建立一夾緊保持促進嵌入元件的步驟。 605 .如申請專利範圍第604項之可膨脹物件製造方法，其中 該在抗彎曲收縮氣囊摺疊產生促進元件之至少一部分上 建立一夾緊保持促進嵌入元件的步驟可在抗彎曲收縮氣 囊摺疊產生促進元件之周圍摺疊至少一個彈性層之至少 一部分的步驟之前執行。 606·—種可膨脹氣囊製造框架，其係如申請專利範圍第588 1292002 項之可膨脹物件製造方法中所敘述者。 607如申請專利範圍第49項之方法，其中又包括移除該實質 狹長之收縮氣囊摺疊膜嵌入元件的步驟。 608.如申請專利範圍第607項之方法，其中又包括溶解該實 質狹長、實質橫剖面爲淚滴型之收縮氣囊摺疊膜嵌入元 件的步驟。 6 09·如申請專利範圍第132項之可膨脹彈性水壩裝置，其中 該可膨脹水壩至地基之固定元件包括有楔狀之可膨脹膜 到地基夾緊保持元件。 6 1 0 ·如申請專利範圍第4 1 6項之控制蓄水方法，其中下列每 -步驟：產生一混凝土水控制閘板本體元件；建立一減 少滑動摩擦之致動器側水控制閘板表面元件；及在垂直 溢流安裝水閘板邊緣處建立一水平軸心轉動絞鏈-到-水 閘板固定元件可膨脹膜至地基之固定元件包含有楔形之 可膨脹膜到地基夾緊保持元件係在混凝土水閘板安裝現 場進行。 611·—種水舌瀑氣裝置，其包括有： -一水舌破碎元件； -一可受到該水舌破碎元件之響應的可脫離水舌破碎元 件至蓄水元件之固定元件；及 -一衝擊折曲元件。 6 1 2 ·如申請專利範圍第6 1 1項之水舌瀑氣裝置，其中該水舌 破碎元件爲強化之彈性水舌破碎器。 6 1 3 .如申請專利範圍第6 1 1項之水舌瀑氣裝置，其中該蓄水 1292002 兀件爲選自：包含混凝土水壩之蓄水元件、可膨脹彈性 水壩及水閘板之群中的一蓄水元件。 6 1 4 · —種將水壩頂部水舌瀑氣之方法，其包括有下列步驟： -產生一水舌破碎元件； -建立一可受到該水舌破碎元件之響應的可脫離水舌破 碎兀件至蓄水兀件之固定元件；及 -建立一可受到該水舌破碎元件之響應的衝擊折曲元件 〇 6 1 5 ·如申請專利範圍第6 1 4項之將水壩頂部水舌瀑氣之方法 馨 ，其中該產生一水舌破碎元件之步驟包括有產生一強化 彈性水舌破碎器之步驟。 6 1 6 ·如申請專利範圍第6 1 4項之將水壩頂部水舌瀑氣之方法 ，其中該建立一可受到該水舌破碎元件之響應的衝擊折 曲元件之步驟包括有：建立一彈性之衝擊折曲元件的步 驟。 6 1 7 ·如申請專利範圍第6 1 4項之將水壩頂部水舌瀑氣之方法 ，其中該建立一可受到該水舌破碎元件之響應的可脫離 ® 水舌破碎元件至蓄水元件之固定元件之步驟包括有：建 立一可脫離水舌破碎元件-到-可膨脹地致動之水閘板固 定元件之步驟。 6 1 8 ·如申請專利範圍第6 1 4項之將水壩頂部水舌瀑氣之方法 ，其中該建立一可受到該水舌破碎元件之響應的可脫離 水舌破碎元件至蓄水元件之固定元件之步驟包括有：建 立一可脫離水舌破碎元件-到-可膨脹彈性水壩水閘板固 »104 - 1292002 定元件之步驟。 6 1 9 ·如申請專利範圍第6 1 4項之將水壩頂部水舌瀑氣之方法 ’其中該建立一可受到該水舌破碎元件之響應的可脫離 水舌破碎元件至蓄水元件之固定元件之步驟包括有：建 立一可脫離水舌破碎元件-到-混凝土水壩水閘板固定元 件之步驟。 620 .如申請專利範圍第6 1 4項之將水壩頂部水舌瀑氣之方法 ’其中又包括有：以使用該可脫離水舌破碎元件至蓄水 元件之固定元件而將該頂部流動模式動態物件衝擊撓性 水舌破碎元件固定到一上方蓄水結構表面之步驟。 62 1 ·如申請專利範圍第509項之蓄水裝置，其中該浮動元件 係形成該頂部可供交通用途之蓄水元件之一部分。 622 ·如申請專利範圍第509項之蓄水裝置，其中該浮動元件 係位於該頂部可供交通用途之蓄水元件之外部。 623 .如申請專利範圍第509項之蓄水裝置，其中該絞鏈至蓄 水元件之固定元件包括有一橫剖面擴大之夾緊保持改善 元件。 624•如申請專利範圍第509項之蓄水裝置，其中該絞鏈至地 基之固定元件包括有一橫剖面擴大之夾緊保持改善元件 〇 625.如申g靑專利範圍第561項之蓄水方法，其中該建立一絞 鏈至蓄水元件之固定元件之步驟包括有：建立一橫剖面 擴大之夾緊保持改善元件之步驟。 6 2 6 ·如申請專利範圍第5 6 1項之蓄水方法，其中該將一可受 1292002 到該撓性纖維強化絞鏈元件之響應的絞鏈至蓄水元件之 固定元件鎖緊之步驟包括有：建立一橫剖面擴大之夾緊 保持改善元件之步驟。 627 ·如申請專利範圍第80項之強度增強之可膨脹氣囊裝置， 其中該嵌入件係可移除的。 628.如申請專利範圍第627項之強度增強之可膨脹氣囊裝置 ’其中該嵌入件係可溶解地移除。 6 29 ·如申請專利範圍第丨〇4項之抗可膨脹氣囊失效之強化方 法，其中以一應力消除輪廓積極地順應之該步驟包含以 〜可移除的嵌入件積極地順應之步驟。 630.如申請專利範圍第629項之抗可膨脹氣囊失效之強化方 法，其中以一可移除的嵌入件積極地順應之該步驟包含 以一可溶解地移除嵌入件積極地順應之步驟。 1292002Which one is Dingding ~ Poly? ^ Μ τΗ* * r The step of sizing the material includes setting a 0 j leaf of a high street polyethylene material < K inch steps. 3 7 9 ·If the sluice plate sliding friction elimination method of the patent application range No. 369 is applied, the step of sizing the size of the slab material includes setting the size of the reinforced polyethylene material A step of. 3 8 0 ·If the application of the patent _ [the first - 3 79 sluice plate sliding friction elimination method, wherein the step of setting the size of the ~, ^ ^ ^ ^ thin material includes a glass fiber reinforced poly The step of the size of ethylene w*4. A 62-1292002 381. The method of sliding frictional elimination of a floodgate according to claim 3, wherein the step of establishing a surface-to-foundation surface-retaining element responsive to the element of the polymeric sheet includes: establishing an average The step of separating the plurality of junction holes by the separation distance of the most adjacent junction holes. 3 82. The method for removing sliding friction of a floodgate according to claim 381, wherein the step of establishing a plurality of knot holes spaced by the separation distance of the most adjacent knot holes comprises: separating the plurality of knot holes To have an average, the ratio of the separation distance to the plate thickness of the most adjacent junction holes is less than about 20:1. 3 8 3 . For example, the method for removing sliding friction of a floodgate according to claim 3, wherein the plurality of knot holes are divided to have an average, and the ratio of the separation distance to the thickness of the most adjacent knot holes is less than about 20: The step of 1 includes the step of separating the plurality of junction holes to have an average, and the ratio of the separation distance to the plate thickness of the most adjacent junction holes is about less than 1 2:1. 3 84. The method for removing sliding friction of a floodgate according to claim 83, wherein the plurality of knot holes are separated to have an average, and the ratio of the separation distance to the thickness of the most adjacent knot holes is less than about 1 2 The step of 1 includes the steps of separating the plurality of junction holes to have an average, and the ratio of the separation distance to the thickness of the most adjacent junction holes is less than about 8:1. 3 8 5 . The method for removing sliding friction of a floodgate according to claim 3, wherein the step of establishing a surface-to-foundation surface fixing member responsive to the element of the polymeric sheet comprises: recessing the edge of the connecting hole Steps to enter. 3 8 6 . The method for removing sliding friction of a floodgate according to the patent application No. 358, 1292002, wherein the step of establishing a surface-to-foundation surface fixing component responsive to the component of the polymeric panel further comprises: using the concave knot The edge of the hole of the piece is a step of binding the low thermal conductivity material flush with the surface of the plate member, and the knot is recessed into the filling material. 3 8 7 · If the sliding shutter of the sluice plate is removed according to the patent application No. 386, wherein the concave edge of the knot is used to restrain the low thermal conductivity material and the concave of the joint which are flush with the surface of the plate member The step of filling the coffin includes the steps of: using the recessed edge of the knot hole to bind the polymeric material that is flush with the surface of the plate member, and recessing the knot into the coffin. Φ 3 8 8 · The sliding shutter elimination method of the water shutter according to the patent application No. 381, wherein the step of establishing a plurality of knot holes spaced by the separation distance of the average adjacent member holes includes: The step of separating the plurality of junction apertures by substantially equal levels of junction aperture separation distances and substantially equal vertical junction aperture separation distances. 3 89. The method for removing sliding friction of a floodgate according to claim 388, wherein the step of separating the plurality of knot holes by substantially equal horizontal joint hole separation distance and substantially equal vertical joint hole separation distance includes: : vertically separating the plurality of junction holes such that the ratio of vertical junction hole separation distance to plate thickness is less than about 20:1, and horizontally separating the plurality of junction holes to have horizontal knots The step of the hole separation distance to the plate thickness is less than about 20:1. 39 0. The method for removing sliding friction of a floodgate according to claim 389, wherein the step of vertically separating the plurality of knot holes to have a vertical knot hole separation distance to a plate thickness of less than about 20:1 includes : 1292002 vertically separating the plurality of junction holes such that the ratio of the vertical junction hole separation distance to the plate thickness is less than about 1 2 : 1, and the plurality of junction holes are horizontally separated to have The step of the horizontal junction hole separation distance to the plate thickness ratio of less than about 20:1 includes: horizontally separating the plurality of junction holes such that the ratio of the horizontal junction hole separation distance to the plate thickness is less than about 1 2 : 1 step. 39 1 . The sluice plate sliding friction eliminating method of claim 390, wherein the step of vertically separating the plurality of knot holes to have a vertical knot hole separation distance to a plate thickness of less than about 1 2 : 1 comprises: Having: vertically separating the plurality of junction holes to have a vertical member hole separation distance to plate thickness ratio of less than about 8:1, and horizontally separating the plurality of junction holes to have a level The step of separating the hole separation distance from the plate thickness by less than about 1 2 : 1 includes: horizontally separating the plurality of junction holes such that the ratio of the horizontal junction hole separation distance to the plate thickness is less than about 8:1 A step of. 3 92 . For example, in the slidable friction elimination method of the water gate of claim 381, the step of establishing a plurality of junction holes spaced by the separation distance of the average adjacent member holes includes: establishing a hot plate creping effect The step of significantly easing the number of knot holes. 3 9 3 · The sluice plate sliding friction removing method of claim 369, which further comprises the step of attaching the substantially planar polymer plate member to the ground sliding surface by using the plate to the surface fixing member of the foundation . 3 94 . A method for removing sliding friction of a floodgate according to claim 3, wherein the size of a polymeric sheet member is sized to form a substantially planar polymeric sheet that is accessible to extend over a vertical edge of a water gate position of -65-1292002. The steps of the component include the steps of: sizing the polymeric material to form a single polymeric sheet. 3 95 . The method for removing sliding friction of a sluice plate according to claim 369, wherein the step of sizing a polymeric plate member to form a substantially planar polymeric plate member that can contact a vertical edge extending range of a possible sluice position comprises: The step of sizing the polymeric material to form a plurality of polymeric sheets. 3 96 . The method for removing sliding friction of a floodgate according to claim 395, further comprising the step of: attaching the substantially planar polymer plate member to the sliding surface of the foundation by using the plate to the surface fixing member of the foundation. . The sluice plate sliding friction eliminating method of claim 396, wherein the step of attaching the substantially planar polymer plate member to the ground sliding surface by using the plate to the surface fixing member of the foundation comprises: The step of separating at least two of the plurality of polymeric sheets by the sealant groove. 3 98. The sliding shutter removal method of the floodgate as claimed in claim 369, which further comprises a heating element for establishing a response to the polymer panel element of the plane. 3 9 9 · The method for removing sliding friction of a sluice plate according to claim 369, wherein the step of sizing a polymeric material comprises: sizing the polymeric material to form a single polymeric sheet step. 4 0 0 · The method for removing sliding friction of a floodgate according to the patent application No. 369, 1292002, wherein the step of setting a size of the polymeric material comprises: setting a size of the polymeric material to form a plurality of polymeric sheets A step of. 40 1 · The sliding shutter elimination method of the sluice plate according to the fourth aspect of the patent application, the method further comprising the step of attaching the plurality of polymer sheets to the sliding surface of the foundation by using the plate to the surface fixing member of the foundation. 402 . The method for removing sliding friction of a sluice plate according to the fourth aspect of the invention, wherein the step of attaching the substantially planar polymer plate member to the sliding surface of the foundation comprises: separating at least two of the grooves accommodating the sealant The steps of most polymeric boards. Φ 403. The method of sliding sliding friction of a sluice plate according to claim 3, wherein the slab element is sized to form a substantially planar polymeric sheet member that is accessible to extend over a vertical edge of a possible sluice position. The steps include the steps of: sizing the polymeric material to have a reduced thickness of the shaped hot plate wrinkling effect. 404. The method according to claim 403, wherein the step of determining the size of the polymeric material to have a thickness of the shaped hot plate wrinkle mitigating thickness comprises: sizing the polymeric material Has a thickness of about 1 5 mm. 405. The method according to claim 403, wherein the step of determining the size of the polymeric material to have a thickness of the shaped hot plate mitigating effect comprises: sizing the polymeric material It has a thickness of about 25 mm. 406.  a water control device comprising: - a concrete water control gate body member; - 67 - 1292002 - an inflatable air bag, the concrete water control gate body member responsive thereto, - a responsive to the concrete water An actuator side water control shutter surface element that controls sliding shutter body components to reduce sliding friction; and a horizontal axis rotating hinge-to-water gate fixing member that is fixedly positioned at a vertical overflow installation sluice plate bottom The edge is responsive to the concrete body of the concrete control gate. 407. The water control device of claim 406, wherein the actuator side water control shutter surface element for reducing sliding friction is a water control shutter surface element mounted downstream of the actuator side for reducing sliding friction . 408 . The water control device of claim 406, further comprising a response to the hinged-to-sluice plate fixing member of the horizontal axis, and receiving an elastic level of the rotational response of the concrete water control gate The shaft rotates the hinge element. 409. The water control device of claim 406, wherein the actuator side water control shutter surface element for reducing sliding friction is a smoothed concrete surface. 4 10. The water control device of claim 406, wherein the actuator side water control shutter surface element for reducing sliding friction is an ultra high molecular weight (UHMW) polyethylene surface. 4 1 1 . The water control device of claim 406, wherein the horizontal pivoting hinge-to-sluice plate fixing member comprises a fixing member mounted in the concrete water control shutter body. 412. For example, the water control device of claim 406, wherein the concrete 1292002 water control gate body component is a fiber reinforced concrete water control gate body component. 4 1 3 . For example, the water control device of claim 406, wherein the concrete water control gate body component is a physical component of the Liba reinforced concrete water control gate. 4 1 4 . For example, the water control device of claim 406, wherein the concrete water control gate body component is a concrete water control gate body component reinforced by a rear pull rod (P 〇 s t - t e n s i ο n e d r 〇 d ). 4 1 5 . The water control device of claim 406, further comprising: a responsive to the height of the concrete water control shutter body member at the surface element of the actuator side water control shutter for reducing sliding friction Expandable water control gate actuator. 4 1 6 .  a method of controlling water storage comprising the steps of: - generating a concrete water control gate body element; - establishing an inflatable air bag for the concrete water control gate body member to respond thereto; - establishing in response to The concrete water control gate body member reduces a sliding friction actuator side water control shutter surface component; and - establishes at the edge of the vertical overflow installation floodgate plate a body member capable of receiving the concrete water control gate The horizontal axis of the response rotates the hinge-to-sluice plate fixing element. 4 1 7 · The method of controlling water storage according to claim 4, wherein the horizontal axis pivoting can be established at the edge of the vertical overflow installation sluice plate to be responsive to the concrete water control ram body element The chain-to-water slab-solid-69-1292002 step of sizing the component includes: establishing an elastic horizontal axis-rotating hinge element responsive to the rotational response of the horizontal axis-rotating hinge-to-sluice plate fixing member. 4 1 8 . The method of controlling water storage according to claim 4, wherein the step of establishing an actuator side water control shutter surface element responsive to the reduction of sliding friction of the concrete water control shutter body member comprises: The step of creating a smoothed concrete surface. 4 1 9 . The method of controlling water storage according to claim 4, wherein the step of establishing an actuator side water control shutter surface element responsive to the reduction of sliding friction of the concrete water control shutter body member comprises: The step of creating a polymer surface. 420. The method of controlling water storage according to claim 4, wherein the horizontal axis pivoting link is formed at the edge of the vertical overflow installation sluice plate to be responsive to the concrete water control ram body element - The step of the sluice plate fixing member includes the step of wrapping the horizontal axis by the concrete to at least a portion of the sluice plate fixing member. 42 1 • The method of controlling water storage according to claim 4, wherein the step of producing a concrete water control gate body component comprises the step of establishing a fiber reinforced concrete water control gate body component. 422. The method of controlling water storage according to claim 4, wherein the step of producing a concrete water control gate body component comprises the steps of: establishing a force reinforced concrete water control gate body component. 423. The method of controlling water storage according to claim 4, wherein the step of generating a concrete water control gate body component comprises: establishing a rear-70-1292002 tie rod reinforced concrete water control gate body component step. 424 . The method of controlling water storage according to claim 4, wherein the method further comprises an expandable water control shutter actuator that establishes a response of the surface member of the actuator side water control shutter that can be subjected to the reduced sliding friction. A step of. 4 2 5. An improved water storage control system operation and maintenance device, comprising: - an extendable, bottom pivoting sluice plate excessive rotation preventing element; - a lower, slam plate excessive rotation preventing element to the foundation fixing element, which is The extendable, bottom pivoting sluice excess plate rotation preventing element response and fixedly established between opposite ends of the water gate actuators of adjacent ends; and - a responsive to the extendable, bottom Above the pivoting sluice over-rotation preventing element, the ram excessively rotates to prevent the component from being fixed to the dam 426. The improved water storage control system operating maintenance device of claim 425, wherein the adjacent end water sluice actuators are adjacent end swellable sluice actuator air bags. 427. The improved water storage control system operating maintenance device of claim 426, wherein the lowermost edge of the adjacent end swellable sluice actuation balloon is mounted at the drip plane. 428. The improved water storage control system operating maintenance device of claim 425, wherein each of the adjacent end swellable sluice actuators is responsive to at least one sluice actuator to a stationary component of the foundation. 429 . An improved water storage control system operation and maintenance device as claimed in claim 428, wherein a sluice actuator responsive to the adjacent end swellable sluice plate actuator - 7 1 - 1292002 to a stationary component of the foundation It is wedge-shaped and the shutter actuator holds the clamping element to the foundation. 43 0 . The improved water storage control system operation and maintenance device of claim 429, further comprising a wedge-shaped, ram actuator-to-foundation holding clamping element instead of the insert member, which is mounted adjacent to the wedge shape The shutter actuator is held between the opposite ends of the clamping element of the foundation. 43 1 . The improved water storage control system operating maintenance device of claim 425, further comprising an adjacent sluice actuator to the ground to mimic the insert. ® 432 . The water storage control system operation and maintenance device of the improved water supply control system of claim 425, further comprising a water storage leakage prevention device described in claim 21-2. 43 3 . The improved water storage control system operating maintenance device of claim 425, wherein the adjacent end swellable sluice actuator is an adjacent end water plate floating element. 4 3 4 . As one of the improved water storage control system operation and maintenance devices of the patent application No. 42.5, one of them can be stretched, and the bottom pivoting water gate is excessively rotated to prevent the length of the element, one above, and the gate is excessively rotated to prevent the component from being turned to the gate. The fixed component position 'and a lower portion, the excessive gate rotation preventing element to the ground fixed component position can be related to each other, so that the extendable, bottom pivoting water gate excessive rotation prevents the most downstream end of the component from being in the lowered state of water Control the underside of the shutter components. 43 5 · If the water storage control system operation and maintenance device of the improved patent scope 425 is one of the extensions, the bottom pivoting sluice plate is excessively rotated to prevent the element-72-1292002 from being a stretchable, contractible bottom. The pivoting sluice plate is excessively rotated to prevent the component. 4 3 6 .  An actuatable sluice water control system comprising an improved water storage control system device of claim 425. 43 7 . An improved water storage control system operation and maintenance device comprising: - an extendable, bottom pivoting sluice plate over-rotation preventing element; - a lower, ram excessive rotation preventing element to the foundation fixing element, which is The extendable, bottom pivoting sluice plate excessively rotates to prevent the component from responding, and is fixedly established between the sluice plate actuator and the vertical foundation surface; and - above, the ram excessively rotates to prevent the component from being fixed to the foundation An element responsive to the extendable, bottom pivoting sluice plate excessively rotating the prevention element. 43 8 . The improved water storage control system operating maintenance device of claim 4, wherein the sluice plate actuator is an expandable sluice plate actuator 439 439 . An improved water storage control system operating maintenance device as claimed in claim 4, wherein the lowermost ® swim edge of the adjacent end swellable floodgate actuating bladder can be mounted at the drip plane. 440 . An improved water storage control system operation and maintenance device according to claim 4, wherein a sluice actuator responsive to the adjacent end swellable sluice actuator to the foundation is wedge-shaped The shutter actuator maintains the clamping element to the foundation. 44 1 . An improved water storage control system operation and maintenance device as claimed in claim 440, which further comprises a wedge-shaped, ram actuator-to-foundation holding-73-1292002 clamping element instead of an insert, which is mounted on The wedge-shaped, ram actuator is between the holding clamping element of the foundation and the surface of the vertical foundation. 442. An improved water storage control system operating maintenance device as claimed in claim 4, which further includes an adjacent sluice actuator to the exterior of the foundation to mimic the insert. 443 .  An improved water storage control system operation and maintenance device, which further includes a water storage leakage prevention device of the patent application scope. 444. The improved water storage control system operating maintenance device of claim 437, wherein the adjacent end swellable sluice actuator is an adjacent sluice gate floating element. 445. The improved water storage control system operation and maintenance device of claim 437, wherein one of the extensions, the bottom pivoting sluice plate excessively rotating prevents the component from being stretchable, and the contractible bottom pivoting sluice plate is excessively rotated Prevent components. 446 · The water storage control system of the improved water supply control system of the 445th patent application section can be stretched, and the bottom pivoting water sluice plate is excessively rotated to prevent the length of the element from being over, and the ram is excessively rotated to prevent the component from being grounded. The fixed element and the position of the member, and a lower portion, the excessive rotation of the shutter prevents the position of the fixing member of the element to the foundation from being related to each other, so that the extendable, the bottom pivoting the water gate is excessively rotated to prevent the most downstream end of the element from being in a lowered state. The water controls the underside of the shutter components. 4 4 7 · An actuatable sluice water control system comprising an improved water storage control system device of the patent application No. 43 7 . 448 · - A method for improving the shape of the water control gate system in a reduced state, the package -74 - 1292002 comprises the following steps: - setting a stretchable, bottom pivoting water gate excessive rotation preventing element size; - establishing a Underneath the stretchable, bottom pivoting sluice plate over-rotating to prevent the element from responding, the ram excessively rotating prevents the element from being fixed to the ground element's fixed element adjacent to the adjacent end of the vertically projecting flow control element And; in the responsive to the stretchable, the bottom pivoting the floodgate over-rotation preventing element, the gate is excessively rotated to prevent the component from being fixed to the foundation. 449 . The method of improving the shape of the water control gate system in a reduced state as disclosed in claim 448, wherein the opening is excessively rotated by the lower portion of the bottom pivoting water gate preventing the response of the component. The step of preventing the component-to-foundation fixing element and being fixedly established adjacent to the adjacent end of the vertically protruding flow control element comprises: establishing a stretchable, bottom pivoting floodgate excessive rotation preventing component Below the response, the gate is over-rotated to prevent the component from being attached to the ground element and it is fixedly established between adjacent ends of the water gate actuator. 450 . The method of improving the shape of the water control gate system in a reduced state according to the scope of claim 449, wherein the opening is excessively rotated by the lower portion of the bottom pivoting water gate preventing the response of the component. The step of preventing the component-to-foundation fixing element and being fixedly established between adjacent ends of the water shutter actuator includes: establishing a stretchable state that can be subjected to -75-1292002, and preventing excessive rotation of the bottom pivoting floodgate Below the response of the element, the excessive rotation of the shutter prevents the element from being fixed to the ground element and it is fixedly established between the adjacent ends of the expandable water shutter actuator. 45 1 . The method of improving the shape of the water control gate system in a reduced state according to the scope of claim 449, wherein the opening is excessively rotated by the lower portion of the bottom pivoting water gate preventing the response of the component. The step of preventing the component-to-foundation fixing element and being fixedly established between adjacent ends of the floodgate actuator includes: establishing a tension that can be subjected to the extension, and the bottom pivoting the floodgate excessively rotating to prevent the component from responding Below, the ram excessively rotates to prevent the component from being attached to the stationary element of the foundation and is fixedly established between adjacent ends of the floating sluice actuator. 452 . A method for improving the shape of a water control gate system in a reduced state, as in claim 448, wherein the establishment is capable of being subjected to the stretchable, collapsible, bottom pivoting sluice plate excessively rotating to prevent the response of the component, the brake The step of excessively rotating the plate to prevent the element from being fixed to the foundation and being fixedly established between adjacent ends of the vertically projecting flow control element includes: establishing a stretchable, retractable, bottom pivoting sluice Below the response of the rotation preventing element, the excessive rotation of the shutter prevents the element from being fixed to the ground element and is fixedly established between the ground sliding surface and one of the adjacent ends of the water shutter actuator. 45 3 · A method for improving the shape of a water control gate system in a reduced state as disclosed in claim 448, wherein a sluice actuator to a foundation that is responsive to at least one of the adjacent vertically protruding flow control elements is fixed The components are wedge-shaped and the shutter actuators hold the clamping elements to the foundation. 1292002 454 - A method for improving the shape of a water control gate system in a reduced state, as in claim 45, wherein the method further comprises: sealing the gap between the wedge plates to the foundation and holding the clamping element adjacent thereto The water storage flow of the vertically protruding flow control element establishes a wedge shape between adjacent opposite ends, and the step of holding the clamping element from the shutter actuator to the foundation replaces the insert. 45 5 • A method for improving the shape of a water control gate system in a reduced state, as in claim 448, which further includes: establishing a function, the adjacent sluice actuator to the ground shape mimics the insert. 456. The method for improving the shape of the water control gate system in the state of lowering the state according to the patent application No. 448, which further comprises the method for preventing water leakage leakage of the water control gate system of claim 232. step. 457. The method of improving the shape of the water control gate system in a reduced state, as in claim 448, wherein the establishing is detachable, the contractible, and the bottom pivoting sluice plate excessively rotating to prevent the component from responding, The step of excessively rotating the shutter to prevent the component from being fixed to the ground and fixedly establishing between the adjacent ends of the vertically projecting flow control element includes: φ establishing a lower portion at the drop plane, excessively rotating the shutter to prevent the component from being The steps of fixing the components of the foundation. 458. The method of improving the shape of the water control brake system in a reduced state as claimed in claim 448, further comprising: causing the stretchable, bottom pivoting sluice plate to excessively rotate to prevent the length of the component from each of the lower portions The excessive rotation of the shutter prevents the position of the component to the fixed component of the foundation and the upper portion, and the excessive rotation of the shutter prevents the component from being related to the position of the fixed component of the foundation, so that the -77 - 1292002 is relaxed, the unconstrained state can be stretched, and the bottom pivot The overturning of the floodgate prevents the most downstream end of the component from being below the lowered water control gate. 459. A method for improving the shape of a water control gate system in a reduced state, as in claim 448, wherein the lower portion of the water gate control system is configured to be subjected to the stretchable, bottom pivoting water gate excessive rotation preventing member The step of excessively rotating the jaws to the foundation fixing member and being fixedly established between the adjacent ends of the vertically projecting flow control members includes: establishing an extension that can be subjected to the extension, and the bottom pivoting the water gate to prevent excessive rotation Below the response of the element, the excessive rotation of the shutter prevents the element from being fixed to the ground and is fixedly established between the mutually opposite ends of the end adjacent swellable sluice actuator airbag. 460. The method of improving the shape of the reduced water control gate system according to claim 448, wherein the step of establishing the extendable, bottom pivoting sluice excessive rotation preventing element comprises: establishing a stretchable, Shrinking, the step of pivoting the water gate over the rotation preventing element. 461. a water tongue decliping device comprising: - a top flow mode dynamic object impacting a flexible water tongue breaking element; and - a detachable response to the top flow mode dynamic object impacting the flexible water tongue breaking element The flexible water tongue breaking element to the fixing element of the water storage element. 4 6 2 · For example, the water tongue decanter device of the patent scope No. 4 6.1, wherein the top 1292002 flow mode dynamic object impact flexible water tongue breaking element is a reinforced water tongue breaker. 46 3 · The water tongue device according to claim 461, wherein the water storage element is a water storage element selected from the group consisting of: a slidable actuation sluice plate, an inflatable elastic dam, and a concrete dam Water storage elements in the group 〇 464.  For example, the water tongue decanter device of claim 461, wherein the water storage element is a water gate. 465.  - A method of plumbing a water tongue at the top of a dam, comprising the steps of: - generating a top flow mode dynamic object impacting the flexible water tongue breaking element: and - establishing a dynamic water impactable by the top flow mode dynamic object The responsiveness of the tongue breaking element is detachable, the flexible water tongue breaking element to the fixing element of the water storage element. 466. A method for damming the water tongue at the top of a dam as claimed in Section 465 of the patent ‘which generates a top flow mode dynamic object impact deflection. The step of breaking the component by the water tongue includes the step of producing a water-tongue breaker that reinforces elasticity. 467. A method for damaging a water tongue at the top of a dam as claimed in claim 465, wherein the detachable, flexible water tongue is broken by a dynamic object impacting the flexible water tongue breaking element in the top flow mode. The step of attaching the component to the stationary component of the water storage component includes the steps of: establishing a detachable, water-tongue breaking component-to-expandably actuated sluice plate securing component. 468. A method 1292002 for depositing a water tongue at the top of a dam as claimed in claim 465, wherein the step of establishing a detachable, flexible water tongue breaking element to the stationary element of the water storage element comprises: establishing a detachable , water tongue breaking element _ to - concrete dam fixing components. 469 . The method for damaging a water tongue at the top of a dam according to claim 465, wherein the method further comprises: displacing the top water flow dynamic object impact flexible water tongue breaking element through the detachable, flexible water tongue breaking component The step of securing the fixing element of the water element to the surface of an upper water storage structure. 4 7 0. a water storage control system comprising: - a plurality of water gate elements; - a movable water gate actuator element that is repositionable under a plurality of water gate elements; - a movable water gate actuator a reset component responsive to the component; and - a plurality of support components each responsive to at least one of the plurality of floodgate components. 47 1 · The water storage control system of claim 470, wherein the majority of the water gate components are bottom pivoting water gate components. 472. The water storage control system of claim 470, wherein the movable sluice actuator component comprises at least one expandable sluice actuator. 473. The water storage control system of claim 472, wherein the at least one expandable sluice actuator comprises two expandable sluice actuator elements. 474. The water storage control system of claim 47, wherein the two 1292002 expandable sluice actuator element sluice actuator elements are vertical stackers 475 . The water storage control system of claim 470, wherein the reset element includes a sluice actuator reset hose assembly. 476 . A water storage control system as claimed in claim 470, wherein the plurality of support members includes at least one strut member. 477 . The water storage control system of claim 476, wherein the at least one strut element comprises an upper strut member; and the lower strut member is pivotally responsive by a horizontal longitudinal torsion tube incorporating at least two adjacent strut elements On the upper strut member. 478 .  A movable sluice actuator element comprising a water storage control system as claimed in claim 470. 479. A water storage control method comprising the steps of: - establishing a plurality of water gate elements; - establishing at least one movable water gate actuator element repositionable under a plurality of water gate elements; - establishing a a reset element responsive to the movable sluice actuator element; and a plurality of support elements each responsive to at least one of the plurality of sluice elements. 480 . For example, in the water storage control method of claim 479, the step of establishing a plurality of sluice gates includes the steps of: establishing a plurality of bottom pivoting sluice components. 481. The method of water storage control of claim 479, wherein the step of establishing 1292002 at least one movable sluice actuator element repositionable under a plurality of sluice elements comprises: establishing at least one movable , the steps of the expandable sluice actuator element. 482.  The water storage control method of claim 481, wherein the step of establishing at least one movable sluice actuator element repositionable under a plurality of sluice elements comprises: establishing two swellable, movable The steps of the sluice actuator element. 483.  The water storage control method of claim 482, wherein the step of establishing two expandable, movable sluice actuator elements comprises: establishing two swellable, movable, vertically stacked sluice actuators The steps of the component. 484. The water storage control method of claim 479, wherein the step of establishing a reset component comprises the steps of: establishing a sluice actuator to reset the hose. 485. The method of storing water according to claim 479, wherein the step of establishing a plurality of supporting elements comprises the step of establishing at least one strut element. 4 8 6 · The water storage control method of claim 4, wherein the step of establishing at least one strut element comprises: establishing an upper strut member; and establishing a joint of at least two adjacent strut elements The horizontal longitudinal torque tube and the step of pivotally responding to the lower strut member of the upper strut member 〇 487. a water storage device comprising: - an expandable water storage element actuator element; - 82-1292002 - a fixed element of the expandable actuator to the foundation, which is responsive to the expandable water storage element actuator Responsive to the component and including a cross-sectional enlarged, expandable actuator-to-foundation clamping retention improving element; - a water responsive to the top of the expandable water storage element actuator element for traffic use a flexible fiber reinforced hinge element responsive to a water storage element of the top for transportation purposes; - a hinge in response to the flexible fiber reinforced hinge element being hinged to the water storage element An element; and a hinge-to-foundation fixing element responsive to the flexible fiber-reinforced hinge element, wherein the top of the water-storing element of the top for traffic use is substantially at the top for traffic use The end of the water storage element, and wherein the top of the water storage element for transportation purposes has a flush surface for transportation purposes. 488 . The water storage device of claim 487, wherein the cross-sectional enlarged, expandable actuator-to-foundation clamping retention improving element is a wedge-shaped expandable actuator-to-ground clamping retention element. ® 489 . The water storage device of claim 487, wherein the cross-sectional enlarged, expandable actuator-to-ground clamping retention improving component is a comma-type expandable actuator-to-ground clamping retention reinforcing component Inserts. 490 . The water storage device of claim 487, wherein the flexible fiber reinforced hinge element comprises an integral digital 8-shaped flexible hinge. 4 9 1 · The water storage device of claim 490, which further comprises an elastic stranded - 8 3 - 1292002 chain cover responsive to the integrated digital 8-shaped flexible hinge. 492. The water storage device of claim 487, wherein the flexible fiber reinforced hinge element comprises a modular digital 8-shaped flexible hinge. 493 . The water storage device of claim 487, wherein the flexible fiber reinforced hinge element comprises an S-type flexible hinge. 494. The water storage device of claim 487, wherein the flexible fiber reinforced hinge element comprises a W-type flexible hinge. 49 5. The water storage device of claim 487, wherein the at least one flexible fiber of the flexible fiber reinforced hinge element may be: 捻捻® cable, wire rope, braided rope, knitted rope, woven fabric, The elastic fibers selected from the elastic body embedded in the chord, the elastic body embedded in the cord, the elastic body embedded in the braided cord, the elastic body embedded in the knitted cord, and the elastic body embedded in the woven fabric. 496. The water storage device of claim 487, further comprising: a traffic surface hinge cover pivotally responsive to the top water storage element for traffic use. 497. The water storage device of claim 487, wherein the water storage element responsive to the top of the expandable water storage element actuator element for transportation purposes is a top water storage for the vehicle to pass element. 498. The water storage device of claim 487, wherein the water storage element responsive to the top of the expandable water storage element actuator element for transportation purposes is a water storage element for the top to pass by a pedestrian . 499. The water storage device of claim 487, wherein the top portion of the actuator member of the expandable water storage element is available for transportation purposes. Water storage component. 5. The water storage device of claim 487, wherein the expandable water storage element actuator element is an expandable water storage element actuator element positioned downstream. 5〇1 . The water storage device of claim 487, further comprising: an excessive water storage element rotation preventing member responsive to the water storage member of the top for transportation use in an elevated state. 5. The water storage device of claim 5, wherein the excessive water storage element rotation preventing member is a stretchable, and the over-storable water storage member is rotated to prevent the component. 5 0 3 · The water storage device of claim 5, wherein the excessive water storage member rotation preventing member is at least one stationary water storage member excessive rotation stopper. 504. The water storage device of claim 487, wherein the inflatable water storage element actuator element is an inflatable water storage element actuator element positioned on a water storage side. 505 . For example, in the water storage device of claim 504, the water storage component of the top for the purpose of transportation is a floating, top water storage component for transportation purposes. 506.  The water storage device of claim 5, 4, further comprising a floatable water storage element actuator element responsive to a floating response of the top water storage element for traffic use. 507.  A water storage device according to claim 506, wherein the floatable water storage element actuator element is built below the water element of the top for transportation use. 5 0 8 · The water storage device of claim 5, wherein the floatable water storage element actuator element forms part of the water storage element of the top for transportation purposes. 509. a water storage device comprising: - a floatingly elevated top water storage element for traffic use; - a response to a water storage element of the floatingly elevated top for traffic use Flexible fiber reinforced hinge element; and - a hinge element responsive to the hinge of the flexible fiber reinforced hinge element to the water storage element; - a top portion that is slidably raised for traffic use a floating responsive floating element of the water storage element; and - a hinge-to-foundation fixed element responsive to the flexible fiber reinforced hinge element, wherein the floatable raised top is for water storage for traffic use The component has a flush upper surface. 5 10. The water storage device of claim 509, wherein the floating shaft portion of the water storage element for the purpose of transportation is substantially at the end of a water storage member. 51 1 . The water storage device of claim 509, wherein the floatingly elevated top water storage element for traffic use is a water storage element through which the top of the float can be raised to pass the vehicle. 512 . For example, the water storage device of the patent application No. 509, wherein the floatable raised top is available for transportation purposes, is a water storage element that can be passed by the pedestrian -8 6 ~ 1292002. 513. The water storage device of claim 509, wherein the floatable raised top water storage element for transportation purposes is a water storage element for the rail to pass through. 5 14. A water storage device according to claim 5, wherein the water storage device further comprises: a traffic surface hinge cover pivotally responsive to the floatable raiseable top water storage element for traffic use. 5 1 5 . The water storage device of claim 509, wherein the flexible fiber reinforced hinge element comprises an integral digital 8-shaped flexible hinge. · 5 1 6 . The water storage device of claim 5, 5, further comprising: a resilient cover responsive to the integral digital 8-shaped flexible hinge. 5 1 7 The water storage device of claim 509, wherein the flexible fiber reinforced hinge element comprises a modular digital 8-shaped flexible hinge. 5 18 • The water storage device of claim 509, wherein the flexible fiber reinforced hinge element comprises an S-type flexible hinge. 519. The water storage device of claim 509, wherein the flexible fiber® reinforced hinge element comprises a W-type flexible hinge. 5 20 . The water storage device of claim 509, wherein the at least one flexible fiber of the flexible fiber reinforced hinge element can be: lanyard, wire, braided rope, knitted rope, woven fabric, woven fabric The elastic fibers selected from the elastic body embedded in the chord, the elastic body embedded in the cord, the elastic body embedded in the braided cord, the elastic body embedded in the knitted cord, and the elastic body embedded in the woven fabric. -87 - 1292002 521 - The water storage device of claim 509, further comprising: an excessive storage in the raised state that is responsive to the floating storage top for the water storage component of the traffic use The water element rotates to prevent the element. 522. The water storage device of claim 521, wherein the excessive water storage element rotation preventing member is an extendable, contractible excessive water storage element rotation preventing member. 523. The water storage device of claim 521, wherein the excessive water storage element rotation preventing element is an at least one stationary water storage element excessive rotation stop. Lu 5 24 - a water storage device comprising: • an expandable water storage element actuator element; - an expandable actuator responsive to the expandable water storage element actuator element to the foundation a fixing member, and comprising a cross-sectional enlarged, swellable actuator-to-ground clamping retention improving element; - a water storage element responsive to the expandable water storage element actuator element; a flexible fiber reinforced hinge element f responsive to a water storage element responsive to a hinge of the flexible fiber reinforced hinge element to a stationary element of the water storage element; and - a reinforced hinge element responsive to the flexible fiber The hinge to the fixing element of the foundation; wherein the rotation axis of the water storage element is substantially at the end of the water storage element. 525. The water storage device of claim 524, wherein the cross-sectional enlargement, the expansion-removable actuator-to-foundation clamping retention improving component is a one-88-1292002 wedge-shaped expandable actuator The clamping to the foundation holds the reinforcing elements. 5 26 · The water storage device of claim 524, wherein the cross-sectional enlargement, the clamping and holding improvement element of the expandable actuator to the foundation is a clamping of the comma-type expandable actuator to the foundation Keep the reinforcement components. 527. The water storage device of claim 524, wherein the flexible fiber reinforced hinge element comprises an integral digital 8-shaped flexible hinge. 528. The water storage device of claim 527, further comprising a resilient cover 529 responsive to the integrated digital 8-shaped flexible hinge, such as the water storage device of claim 524, Wherein the flexible fiber reinforced hinge element comprises a modular digital 8-shaped flexible hinge. 5 30. The water storage device of claim 524, wherein the flexible fiber reinforced hinge element comprises an S-type flexible hinge. 531. The water storage device of claim 524, wherein the flexible fiber reinforced hinge element comprises a W-type flexible hinge. 5 32. The water storage device of claim 524, wherein the at least one flexible fiber of the flexible fiber reinforced hinge element can be: lanyard, wire, braided rope, knitted rope, woven fabric, woven fabric The elastic fibers selected from the elastic body embedded in the chord, the elastic body embedded in the cord, the elastic body embedded in the braided cord, the elastic body embedded in the knitted cord, and the elastic body embedded in the woven fabric. 5 3 3 . The water storage device of claim 524, wherein the inflatable water storage element actuator element is an expandable water storage element actuator element positioned toward the sea. -8 9 - 1292002 5 3 4 The water storage device of claim 5, wherein the expandable water storage element actuator element is an expandable water storage element actuator element positioned toward the river. 5 3 5 . The water storage device of claim 524, further comprising: an excessive water storage element rotation preventing element responsive to the water storage element of the top for transportation use in an elevated state. 5 3 6 . The water storage device of claim 5, wherein the excessive water storage element rotation preventing member is an extendable, contractible excessive water storage element rotation preventing member. _ 5 3 7 . A water storage device according to claim 5, wherein the excessive water storage member rotation preventing member is an at least one stationary water storage member excessive rotation stopper. 5 38. The water storage device of claim 524, further comprising: an elevated water storage element preventing element responsive to the water storage element. 5 3 9 · a water storage method comprising the following steps: - using an expandable actuator comprising a cross-sectional enlarged, expandable actuator-to-foundation clamping-improving element to the ground-based fixing element Locking an expandable water storage element actuator element to the foundation; - establishing a water storage element responsive to the top of the expandable water storage element actuator element for traffic use; - providing the top for The water storage element for traffic use has a surface that is flush above the traffic for use; - a flexible fiber reinforced hinge element that is responsive to the water storage element for the top of the traffic; a 90-1292002 - will a hinge to the fixed element of the water storage element secured to the top for the end of the water storage element for traffic use; and - locking the hinge to the foundation fixed element responsive to the flexible fiber reinforced hinge element . 54 0. A water storage method according to claim 5, wherein the use of a movable member including a cross-sectional magnification, an expandable actuator-to-ground clamping and holding-up improving element to a ground-based fixing member The step of locking the expandable reservoir element actuator to the foundation includes: using an expandable Lu actuator comprising a wedge-shaped expandable actuator to the gripping retention improving element of the foundation to the foundation. The step of locking an expandable reservoir element actuator to the foundation. 541. The method of storing water according to claim 5, wherein the use of an expandable actuator comprising a cross-sectional magnification to expand the actuator-to-ground clamping retention element to the foundation The step of locking an expandable reservoir element actuator to the foundation includes: using an expandable actuator comprising a comma-type expandable actuator to the foundation to maintain the inlay insert to the foundation The step of securing the component to lock the expandable reservoir element® actuator to the foundation. 542. The water storage method of claim 5, wherein the step of establishing a flexible fiber reinforced hinge element comprises the step of: forming an integral digital 8-shaped flexible hinge. 5 4 3 · The method of storing water according to the patent application No. 5 42, which further comprises the step of establishing an elastic hinge cover which can respond to the integral number 8 - 91- 1292002 5 44 The water storage method of claim 5, wherein the step of establishing a flexible fiber reinforced hinge element comprises the step of establishing a modular digital 8-shaped flexible hinge. 5 4 5 · The water storage method of claim 5, wherein the step of establishing a flexible fiber reinforced hinge element comprises the step of establishing an S-type flexible hinge. 5 46. The method of depositing water according to claim 5, wherein the step of establishing a flexible fiber reinforced hinge element comprises the steps of: establishing a w _ type flexible hinge. _ 547. The water storage method of the patent range 539, wherein the step of establishing a flexible fiber reinforced hinge element comprises: establishing a flexible fiber reinforced hinge element comprising at least one flexible fiber, It can be embedded from an elastic body embedded in a lanyard, a string, a braided rope, a knit rope, a woven fabric, a chord, an elastic body embedded in a cord, an elastic body embedded in a braided rope, and a knitted rope. The step of selecting the flexible fibers from the elastomer and the group of elastomers embedded in the woven fabric. 5 4 8 · The method of livestock water according to claim 5, wherein the method further comprises: establishing a step of pivotally responding to the traffic surface hinge cover of the top water storage element for traffic use . 5 4 9 . For example, in the water storage method of claim 5, the step of establishing a top water storage component for transportation purposes includes the steps of: establishing a top water storage component for the vehicle to pass through. 5 50. The water storage method of claim 5, wherein the step of establishing a top water storage element for transportation purposes comprises: establishing a top-92 - 1292002 water storage element for pedestrians to pass A step of. 551. For example, in the water storage method of claim 5, wherein the step of establishing a top water storage component for transportation purposes includes the steps of: establishing a top water storage element for the railway to pass. 5 52. The method of storing water according to claim 5, wherein the step of establishing a water storage element responsive to the top of an expandable water storage element actuator element for use in transportation includes: establishing a The step of swellable water storage element actuator elements responsive to the downstream side positioning. 5 5 3 . For example, in the water storage method of claim 5, the method further includes: an over-storage element rotation preventing element that is responsive to a water storage component of the top for transportation purposes in an elevated state; step. 5 54 . The water storage method of claim 553, wherein the step of establishing an excessive water storage element rotation preventing member comprises the steps of: establishing at least one extendable, retractable excess water storage element rotation preventing member. 5 5 5 . The water storage method of claim 553, wherein the step of establishing an excessive water storage element rotation preventing element comprises: establishing at least one step of stopping the excessive rotation. ® 5 5 6. A water storage method according to claim 539, wherein the step of establishing a livestock water supply member responsive to the top of the expandable water storage element actuator element for use in transportation includes: establishing a responsive The step of the top of the expandable water storage element actuator element positioned on the upstream side is a water storage element for traffic use. 5 5 7 · If the water storage method of the patent application No. 560 is applied, the step of establishing a water storage component for the top of the traffic includes: · Establishing - Float - 93- 1292002 The steps of the water storage component for transportation purposes. 5 5 8. The water storage method of claim 5, 56, further comprising: a step of constructing a floatable water storage element actuator element responsive to a floating response of the top water storage element for the transportation use. 5 5 9. The method of storing water according to claim 5, wherein the step of establishing a floatable water storage element actuator comprises: establishing the floatable water storage element at the top for transportation The steps below the essence of the water storage component of the application. 560. The method of storing water according to claim 558, wherein the step of establishing a variable storage element actuator component comprises: establishing the floatable water storage element for use as a top for transportation purposes The step of one part of the water storage element. 5 6 1 · A water storage method comprising the steps of: - establishing a water-storing element responsive to a floatingly elevated top of the flexible fiber-reinforced hinge element for transportation purposes; - establishing a Responsive to the hinge of the flexible fiber reinforced hinge element to the fixing element of the water storage element; - the water storage element of the top for transportation use is configured to have a flush upper surface for transportation; The hinges that are responsive to the flexible fiber reinforced hinge element are locked to the stationary elements of the water storage element. 5 62. The method of storing water according to claim 561, wherein the step of establishing a hinge to the fixing element of the water storage element comprises: establishing a hinge at the end of the water storage element to the fixing element of the water storage element step. -94- 1292002 5 6 3 · The water storage method of claim 5, wherein the step of establishing a floatable riser actuator element comprises: establishing a top for the vehicle to pass The steps of the water storage element. 564. The water storage method of claim 561, wherein the step of establishing a floatable rise of the water storage element actuator element comprises the step of: establishing a top water storage element for the pedestrian to pass. 5 6 5 . The water storage method of claim 5, wherein the step of establishing a floatable riser actuator element comprises the step of establishing a water storage element for the passage of the rail. 566. The method of storing water according to claim 561, further comprising: establishing a step of pivotally responding to the traffic surface hinge cover of the floatable raised top water storage component for traffic use . 5 67. The method of storing water according to claim 561, which further comprises the step of establishing an elastic hinge cover responsive to the integral number 8 〇 5 68. The water storage method of claim 561, wherein the step of establishing a flexible fiber reinforced hinge element comprises the step of establishing a modular digital 8-shaped flexible hinge. 569. The water storage method of claim 561, wherein the step of establishing a flexible fiber reinforced hinge element comprises the steps of: forming an S-type flexible hinge. 570. The method of storing water according to claim 561, wherein the step of establishing a flexible fiber reinforced hinge element comprises the steps of: establishing a W-type flexible hinge. -95- 1292002 5 7 1 · The water storage method of claim 5, wherein the step of establishing a flexible fiber reinforced hinge element comprises: establishing a flexible fiber reinforced hinge element, including At least one flexible fiber, which can be embedded from an elastic body embedded in an elastic body, a wire rope, a braided rope, a knitted rope, a woven fabric, a lanyard, a braid embedded in a string, and a braided rope The step of inserting the elastomer, the elastomer embedded in the knitted cord, and the flexible fiber selected from the group of elastomers embedded in the woven fabric. 572 . For example, in the water storage method of claim 561, the method further includes: establishing an excessive water storage element that is responsive to the water storage element for the spring traffic use in the raised state. The step of turning the prevention element. 5 73. The water storage method of claim 572, wherein the step of establishing an excessive water storage element rotation preventing element comprises the step of establishing at least one extendable, contractible excess water storage element rotation preventing element. 574. The method of storing water according to claim 572, wherein the step of establishing an over-water storage element rotation preventing element comprises the step of establishing at least one static over-rotation stop. ^ 5 7 5 · A method of storing water comprising the steps of: - using an expandable actuator comprising a cross-sectional enlarged, expandable actuator-to-foundation clamping retention improving element to the foundation And locking an expandable water storage element actuator element to the ground; - establishing a water storage element responsive to the expandable water storage element actuator element; - establishing a response responsive to the water storage element Flexible fiber reinforced hinge -9 6 - Ϊ 292002 component; _ a hinge that establishes a hinge to the longitudinal end of the water storage element to the water storage element; and - a response to the flexible fiber reinforced strand The hinge is fastened to the fixing element of the water storage element. 5 7 6 . The water storage method of claim 5, wherein the step of establishing a flexible fiber reinforced hinge member comprises the steps of: establishing a modular digital 8-shaped flexible hinge. 577. The method of depositing water according to claim 5, wherein the step of establishing a flexible fiber-reinforced hinge element comprises the steps of: establishing a flexible strand of the s-type. 578.  The water storage method of claim 5, wherein the step of establishing a flexible fiber reinforced hinge element comprises the steps of: establishing a W_type flexible hinge. 579.  The water storage method of claim 5, wherein the step of establishing a flexible fiber reinforced hinge element comprises: establishing a flexible fiber reinforced hinge element comprising at least one flexible fiber. It can be embedded from elastomers containing lanyards, cords, braided ropes, knitted ropes, woven fabrics, lanyards, elastomers embedded in cords, elastomers embedded in braided ropes, and knitted ropes. The step of inserting the flexible fibers into the elastomer and the group of elastomers embedded in the woven fabric. 5 80. The method of storing water according to claim 5, wherein the step of establishing a water storage element responsive to the expandable water storage element actuator element comprises: establishing a responsive to the sea The step of the swellable water storage element actuating the water storage element of the device element. 581. The method of storing water according to claim 575, wherein the step of establishing a water storage element responsive to the expandable water storage element actuator element comprises: establishing an expandable responsive to the river The step of the water storage element of the water storage element actuator element. 5 82. The water storage method of claim 5, 5, further comprising the step of: establishing an excessive water storage element rotation preventing element responsive to the expandable water storage element in an elevated state. 583. The method of storing water according to claim 575, wherein the step of establishing a rotation preventing element rotation preventing element comprises the step of: establishing at least one extendable, contractible excess water storage element rotation preventing element. 584 . The water storage method of claim 575, wherein the step of establishing an excessive water storage element rotation preventing member comprises the step of: establishing at least one static overrunning stop. 585. The method of storing water according to claim 575, which further comprises the step of establishing a position maintenance element of a rising state water storage component. 586. The method of storing water according to claim 5, wherein the use of a package includes a cross-sectional enlargement, the expansion of the expandable actuator to the foundation, and the fixing of the expandable actuator to the foundation. The step of locking an expandable reservoir element to the foundation includes: using an expandable actuator comprising a wedge-shaped expandable actuator to a clamping retaining element of the foundation to the foundation The step of securing the element to lock an expandable reservoir element to the foundation. 587. For example, the water storage method of claim 586, wherein the use of a package - 98-1292002 includes a cross-sectional enlargement, the expandable actuator to the ground clamping and the improvement element of the expandable actuator to the ground fixed component The step of locking an expandable reservoir element to the foundation includes: using an expandable actuator comprising a comma-type expandable actuator to the foundation of the clamp-holding reinforcement to the foundation The step of securing the component to lock the expandable reservoir element to the foundation. 5 88. A method of manufacturing an expandable article comprising the steps of: - establishing a buckling resistant balloon fold generation facilitating element responsive to an inflatable balloon manufacturing frame; - folding at least a portion of the at least one elastic layer against bending resistance The balloon fold produces a periphery of the stimulating member to produce at least one innermost balloon layer 9 - produces an opposite innermost layer; - prevents the opposite phase from bordering the innermost layer; and - elastically folds from at least one The anti-bending shrinking balloon fold-producing promoting element is removed. 589. The method of manufacturing the swellable article of claim 5, wherein the step of establishing a primary anti-bend shrinking balloon folding generating facilitating element comprises the step of: creating a substantially linear anti-bending shrinking balloon fold to produce a prosthetic element. 590. The method of manufacturing an expandable article according to claim 5, wherein the step of establishing a primary anti-bending and contracting airbag folding-producing element comprises: establishing a stretchable steel wire, and bending-resistant airbag folding generating acceleration component A step of. -99- 1292002 591 . The method of manufacturing an expandable article according to claim 588, wherein the step of establishing a primary anti-bend shrinking airbag folding generating promoting member comprises the steps of: establishing a stretchable rod, and folding the contracted airbag to produce a promoting member. 592 . The method of manufacturing an expandable article according to claim 588, wherein the step of establishing a primary anti-bending and contracting airbag folding generating promoting element comprises the step of establishing a metal anti-bending and contracting airbag folding generating promoting element. 5 9 3 . The method of manufacturing an expandable article according to claim 588, wherein: the step of establishing a primary anti-bend shrinking balloon folding generating facilitating member comprises: folding a collapsing balloon to produce a step of facilitating opening of the member. 5 94. The method of manufacturing the swellable article of claim 593, wherein the step of folding a contraction balloon to cause the component to be opened comprises: manually folding a contraction balloon to generate a step of facilitating the opening of the component 〇 5 9 5 . The method of manufacturing the swellable article of claim 593, wherein the step of folding a deflated balloon to cause the stimulating member to open comprises: automatically folding a deflated balloon to produce a step of facilitating opening of the member 〇 5 96 . The method of manufacturing the swellable article of claim 59, wherein the step of folding a deflated balloon to cause the stimulating member to open comprises: hydraulically folding a deflated balloon to produce a step of facilitating opening of the member 〇 5 97 . The method for manufacturing an expandable article according to claim 588, wherein -1 0 0 - !292〇〇2, the step of establishing a primary anti-bend shrinking airbag folding generating promoting element comprises: establishing at least two anti-bending shrinking airbag folding The step of generating a promoter. 598. The method of manufacturing an expandable article according to claim 597, wherein the step of establishing at least two anti-bending and contracting balloon fold generation promoters comprises the steps of: establishing at least two parallel anti-bending and contracting balloon fold generation promoters . 5 99 . The method of manufacturing an expandable article according to claim 598, wherein the step of establishing at least two parallel anti-bending and contracting airbag folding generation promoters comprises: facilitating an element in the at least two parallel anti-bending and contracting airbag folding generation Establishing a narrow, cross-sectional teardrop-type, deflated balloon-folding membrane embedding element around at least one of the plurality; and establishing an airbag to the ground around at least one of the at least one of the at least two parallel anti-bending and contracting airbag folding generating facilitating elements The clamping to the foundation maintains the step of reinforcing the embedded component. 600. The method of manufacturing an expandable article according to claim 598, wherein the step of establishing at least two parallel anti-bending and contracting airbag fold generation promoters comprises: facilitating an element in the at least two parallel anti-bending and contraction airbag folding generation Establishing a narrow, cross-sectional teardrop-type, deflated balloon-folding membrane embedding element around at least one of the plurality; and establishing an airbag to the ground around at least one of the at least one of the at least two parallel anti-bending and contracting airbag folding generating facilitating elements The clamping of the foundation remains to strengthen the inlay element; and establishing a plate-to-101-1292002 plate actuator around at least one of the at least two parallel bending-resistant airbag folding generating facilitating elements The component clamping maintains the step of reinforcing the embedded component. 601. The method of manufacturing an inflatable article according to claim 5, wherein the step of establishing at least two anti-bending and contracting airbag fold generation promoters comprises: establishing at least four rectangular configurations of anti-bending and contracting airbag folding generation promotion The steps of the component. 6 02 . The method for manufacturing an expandable article according to claim 588, further comprising: forming a shrinkable airbag folded film having a substantially elongated and substantially transverse cross-sectional teardrop type around at least a portion of the anti-bending and contracting airbag folding generating promoting element The step of embedding components. 60. The method of manufacturing an expandable article according to claim 602, wherein a shrinkable airbag folded film having a substantially elongated and substantially transverse cross-sectional shape is formed around at least a portion of the anti-bending and contracting airbag folding generating promoting element. The step of embedding the element may be performed prior to the step of folding at least a portion of the at least one elastic layer around the fold-resistant, collapsed balloon-producing facilitating element. 604. The method of manufacturing an swellable article of claim 588, further comprising the step of: establishing a clamping retention promoting embedding element on at least a portion of the anti-bending and contracting balloon folding generating facilitating element. 605 . The swellable article manufacturing method of claim 604, wherein the step of establishing a clamping retention promoting insert on at least a portion of the anti-bending and contracting airbag folding generating facilitating element is capable of generating a facilitating element in the anti-bending shrinking airbag folding The step of folding at least a portion of the at least one elastic layer is performed before the step of folding. 606. A swellable airbag manufacturing frame as described in the method of manufacturing an swellable article of the patent application No. 588 1292002. 607. The method of claim 49, wherein the method further comprises the step of removing the substantially elongated contracted balloon foldable membrane embedding element. 608. The method of claim 607, further comprising the step of dissolving the colloidal balloon folded film embedding member having a substantially elongated body and a substantially transverse cross-sectional teardrop type. 6 09. The expandable resilient dam apparatus of claim 132, wherein the expandable dam-to-foundation fixing element comprises a wedge-shaped expandable membrane to a foundation clamping retention element. 6 1 0 · The method of controlling water storage according to the scope of claim 4, wherein each of the following steps: generating a concrete water control gate body component; establishing an actuator side water control gate surface for reducing sliding friction Component; and establishing a horizontal axis at the edge of the vertical overflow mounting sluice plate to rotate the hinge-to-sluice plate fixing element to the expansion element of the expansion membrane to the foundation comprising a wedge-shaped inflatable membrane to the ground clamping retention element The concrete sluice gate is installed at the site. 611·- a water tongue decanter device, comprising: - a water tongue breaking element; - a detachable water tongue breaking element responsive to the water tongue breaking element to the fixing element of the water storage element; and - a Impact flexing element. 6 1 2 · The water tongue decanter device of claim 61, wherein the water tongue breaking element is a reinforced elastic water tongue breaker. 6 1 3 . For example, the water tongue decanter device of claim 61, wherein the water storage 1292002 element is selected from the group consisting of: a water storage element comprising a concrete dam, a swellable elastic dam and a water storage element in the group of water gates. . 6 1 4 · A method of damming a water tongue at the top of a dam, comprising the steps of: - generating a water tongue breaking element; - establishing a detachable water tongue breaking element responsive to the water tongue breaking element a fixing member to the water storage member; and - establishing an impact bending member responsive to the water tongue breaking member 〇 6 1 5 · as claimed in the scope of claim 614, the water dam at the top of the dam is cooled The method, wherein the step of producing a water tongue breaking element comprises the step of producing a reinforced elastic water tongue breaker. 6 1 6 · A method for damaging a water tongue at the top of a dam as claimed in claim 614, wherein the step of establishing an impact flexing element responsive to the water tongue breaking element comprises: establishing an elasticity The step of impacting the flexing element. 6 1 7 · A method for damming a water tongue at the top of a dam as claimed in claim 614, wherein a detachable water tongue breaking element responsive to the water tongue breaking element is created to the water storage element The step of securing the component includes the steps of: establishing a detachable water-splitting member-to-expandably actuated sluice plate retaining member. 6 1 8 · A method for damaging a water tongue at the top of a dam as claimed in claim 614, wherein a detachable water tongue breaking element responsive to the water tongue breaking element is established to fix the water storage element The steps of the component include the steps of: establishing a detachable water tongue breaking component-to-expandable elastic dam sluice plate fixing body »104 - 1292002. 6 1 9 · The method of applying the patent scope 614 to the dam at the top of the dam, wherein the detachable water tongue breaking element capable of being responded to by the water tongue breaking element is fixed to the water storage element. The steps of the component include the steps of: establishing a detachable water tongue breaking component-to-concrete dam floodgate fixing component. 620 . For example, the method for applying the patent scope 614 to the dam at the top of the dam is further included: the top flow mode dynamic object is impacted by using the detachable water tongue breaking element to the fixed element of the water storage element. The step of securing the flexible tongue breaking element to the surface of an upper water storage structure. 62 1 . The water storage device of claim 509, wherein the floating element forms part of a water storage element of the top for transportation purposes. 622. The water storage device of claim 509, wherein the floating element is located outside the water storage element of the top for transportation purposes. 623 . A water storage device according to claim 509, wherein the hinge to the fixing member of the water storage member comprises a clamp retention improving member having an enlarged cross section. 624. The water storage device of claim 509, wherein the hinge-to-foundation fixing element comprises a cross-sectionally enlarged clamping retention improving element 〇 625. The water storage method of claim 561, wherein the step of establishing a hinge to the fixing member of the water storage member comprises the steps of: establishing a cross-sectionally enlarged clamping and holding improving member. 6 2 6 · The method of storing water according to the scope of claim 56, wherein the step of locking the hinge of the 1292002 to the flexible fiber reinforced hinge element to the fixing element of the water storage element The method includes the steps of: establishing a cross-section enlarged clamping and maintaining component. 627. The strength-enhancing inflatable balloon device of claim 80, wherein the insert is removable. 628. The strength-enhanced inflatable balloon device of claim 627, wherein the insert is detachably removable. 6 29 • A method of strengthening an anti-expandable airbag failure as claimed in claim 4, wherein the step of actively conforming to a stress relief profile comprises the step of actively conforming with the removable insert. 630. An enhanced method of resisting inflatable balloon failure as claimed in claim 629, wherein the step of actively conforming with a removable insert comprises the step of actively conforming to the removal of the insert. 1292002 84/85 第107(a)圖84/85 Figure 107(a) 1292002 • · 柒、指定代表圊： (一） 本案指定代表圖為：第（3 )圖。 (二) 本代表圖之元件代表符號簡單說明： 2 嵌入元件（應力消除外形） 3 膨脹氣囊薄膜 5 孔 6 通氣孔 7 表面1292002 • · 柒, designated representative 圊: (1) The representative representative of the case is: (3). (2) The symbol of the representative figure of this representative figure is simple: 2 embedded component (stress relief shape) 3 inflatable balloon film 5 hole 6 vent hole 7 surface 8 區域 9 圓弧面 1 006 薄膜表面可接觸元件 1 009 內收縮氣囊褶層薄膜嵌入元件 捌、本案若有化學式時，請揭示最能顯示發明特徵的化學式:8 Area 9 Arc surface 1 006 Film surface contactable components 1 009 Internal shrinkage airbag pleated film embedded component 捌 In this case, if there is a chemical formula, please reveal the chemical formula that best shows the characteristics of the invention:
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CN113128083B (en) * 2021-03-15 2024-04-19 西安理工大学 Actuator optimal arrangement method for vibration control of hydraulic arc-shaped steel gate

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