1325910 九、發明說明： 【發明所屬之技術領域】 本發明是有關於-種防沖刷裝置，特別是指—種可防 止設立於水流區的建構物底部周圍的砂石被掏 建構物之防止沖刷裝置。 °° 【先前技術】 如圖！所示’習知建立於河流中的橋墩ι，—般 打樁於河底内的樁柱1G1，及—固設於該等樁柱1()^ 徵座102。在正常的情形下，該橋徵座ι〇2的底部會埋· 河底的砂石内，以穩固該橋壞i，然而，由於… 的周圍並無設置任何可消波或防止砂石被掏挖：'102 =流(特別是大雨過後)不斷沖擊該橋墩： 漸掏* 周圍的砂石即會被向下滚動的水流逐 =工、成《壞座102甚至該等該等捲柱ι〇ι裸露於 卜而危急S亥橋墩1的安全性。 ； 【發明内容】 :此，本發明之.目的，即在提供—射防止設 ^區的建構物底部周圍的砂石被掏、 沖刷裝置。 仃W建構物之防止 本發明行水區建構物之防止沖 構物的一沿-轴向設置的基部的—夕疋可圍繞該建 置包含數廢輪胎單元，及—定位單元周=二刷裝 繞該軸向圍繞該基部的外周面，該 …月。早疋是 數沿該轴向疊置的廢輪胎。該定 2 70分別具有 早^具有數分別包覆該 5 等廢輪胎單元的鋼索籠，該等鋼索籠分別是由數具有撓性 的鋼索編製而成。 【實施方式】 有關本發明之前述及其他技術内容、特點與功效，在 以下配合參考圖式之四較佳實施例的詳細說明巾，將可清 楚的明白。 β 在k出詳細說明之前，要注意的是 ，類似的元件是以相同的編號來表示 多閱圖2、3、4，本發明行水區建構物之防止沖刷裝置 的第—較佳實施例，是可圍繞該建構物200的一沿一軸向χ 設置的基部2Η)的一外周面24〇，在本實施例中該建構物 2〇〇是以橋墩作制，該建構物·更具有數與該基部… 連結且打樁於河底内的樁柱220,及-自該基部21()頂面朝 上延伸的橋墩柱230’該防止沖刷裝置包含：數廢輪胎單元 10 ’及一定位單元2〇。 違等廢輪胎單元ίο是繞該轴向χ圍繞該基部21〇的外 周面240。該等廢輪胎單元1〇分別具有數沿該軸向 的廢輪胎U，及數分別設置於每—廢輪胎η的頂側上二逆 止板12。該等廢輪胎u分別有_輪胎本體⑴及—密封 片⑴’該密封112是沿著該輪胎本體⑴的内周緣 ，而封閉該輪胎本體⑴的一容置空開U3，以防止砂： 進5亥等輪胎本體111内。今·蓉梯 罢Μ 止板12分別具有數相鄰設 、撓動片部m，及數形成於相鄰的撓動月部ΐ2ι 分割線122。當水流帶動砂石_該等廢輪胎單元⑺二頂 1325910 :上時，由於該等逆止板12的每一片繞動…η均是可 ①動的，水流可帶動砂石遷向下壓開該等逆止板η的撓動 片部⑵，而下沈於該等廢輪胎單元1()的底部内。此外， 在，貫施例中，當然亦可改為僅將數片逆止片η分别 於母一廢輪胎單元10的廢輪胎u的最頂側上。 該定位單元20具有數分別包覆該等廢輪胎單元的 右播月1 21及摘緊件22。該等鋼索蘢21分別是由數呈 有繞性的鋼索2U編製而成，當該等廢輪胎單元分別裝 =㈣鋼索籠21内後，該等廢輪胎單元ι〇與該等鋼旁 籠可繞該軸向X圍繞該基部21〇的外周面謂。在本實 m而^緊件22是呈網狀’並由數具有繞性的鋼素 輪沪一、’且’該i緊件22可繞該軸向X圍繞該等廢 =早二〇與該等鋼倉籠21。此外，當然該箱緊件22亦 可為一可捕緊該等廢輪胎單元10與該等鋼索籠21的鋼索 等鋼=3+5 廢輪胎單元1〇與該 1二…玲向Χ圍繞該基部21G的外周面240後， 二I 21“：繞該轴向X將該等廢輪胎單元1〇與該等鋼 =:=:":外周…，且，該等廢輪 。 卩720 #底段是埋設於河底的砂石内 時激該等廢輪胎單…該定位單元- 此，該等= 與該藉緊件22均是呈網格狀，因 ’、▲ 與該捆緊件22可破除水流的浪頭，而 7 1325910 產生消波的效果，再者，由於σ Α .L 由於王中二狀的該等廢輪胎11均 具有可心外力衝擊而產生變 終β人 所以，利用該等廢 輪胎η配合該等财籠2ί與該箱緊件 ： 水流的沖激力量’如此，即可有效降低水 下沖刷該基部21〇與本發明周圍砂石的力量，而防1砂石 流失。 此外，當水流帶動砂石_該等廢輪胎單元iq的頂側 上，而向下壓開該等逆止板12的撓動片部i2i，進而下户 於㈣廢輪胎單元10的底部内後，由於該等廢輪胎η可： 撞水流再直接沖擊沈積於該等練胎單元iq _砂石，因 此，沈積的砂石並不會異祜& 不曰再被向上透出，而可增加該等廢輪 月。早几ίο的重量，進而使該基部21〇更加穩固。 經由以上的說明，可再將本發明的優點歸納如下： -、由於本發明的鋼索籠21與箱緊件22均是呈網格 狀’而可破除水流的浪頭，並產生消波的效果，且，本發明 的廢輪胎u均具有吸收外力衝擊的變形能力，因此，切 明不僅可有效緩和水流的沖激力量，更可有效降低水流於沖 激後’向下沖刷該基部21〇與本發明㈣砂石的力量，如此 ，本發明即可有效地防止該基部21G周圍的砂石被誠，而 避免4基。[5 210與该等該等樁柱22G產生裸露的危安問題。 由於本發明的廢輪胎u可阻擋水流直接沖擊沈積 於蹿等廢輪胎單元10底部内的砂石，因此，沈積於該等廢 輪胎單元1〇底部内的砂石並不會再被水流消出，如此，即 可增加該等廢輪胎單元1〇的重量，而使該基部21〇更加穩 1325910 固。 二、不㈣的㈣片112可將該等輪胎本體⑴的容置 空間二3封閉’㈣切石跑進料輪胎本體⑴内，因此 ，該等廢輪胎11可始終保持良好的衝擊吸收能力。 值仔提的疋’雖然本發明是以圍繞該建構物細（棒 壞）的基部210作說明，但是，當然本發明亦可運用於 河流内的高壓電塔上。 如圖6、7所示’為本發明的—第二較佳實施例，該第 二較佳實施例是類似於該第—較佳實施例，其差異之處在 於： 本實施例的一定位單元3〇是繞該軸向χ圍繞該基部 210的外周面240，該定办留-1 31編製以。 以3G是由數具有撓性的鋼索 該定位單元30的—頂端部32是套設該基部㈣上， 而，錢位單元3G的—底端部33則是先向下延伸，秋後 再向上彎折，並與該頂端 βο _， 1 固接在一起，如此，該定位 早凡30即可形成一繞該轴向X設置的容置空間34。. 該等廢輪胎早凡10是繞該轴向X排列於該容置空間34 内而圍繞該基部210的外周面24〇。 如此，該第二較佳售, f 佳貝施例亦可達到與上述第一較佳實 她例相同的目的與功效。 Λ 一二圖Μ所示’為本發明的-第三較佳實施例，該第.. —較佳貫轭例是類似於該第— 於： 弟較佳貫施例，其差異之處在 9 該等廢輪胎單s 1G更分別具有數分敎置於每—廢輪 月口 π的頂側上的逆止板袓 Λ 13及數分別設置於每—廢輪胎 11的外周側上的消波片組14。 該等廢輪胎U分別有一輪胎本體1U，及一捲繞於該 輪胎本體111上的包覆布層丨 、° 覆布層…亦可封閉 ^輪胎本體11丨的容置空間 在本貝她例中，該包覆布 層114的材質是為不織布。 该等逆止板组13分別具有數呈交錯設置的逆止板131 ，舌玄等逆止板⑶分別具有數呈間隔設置的挽動條132。 該等消波片組14分別具有數沿該等廢輪胎⑽圓周方 向連續地疊設的消波片1 4〗 1該料波片141分別具有數呈 間h设置的消波條142。 如此，該第三較佳實施例亦可達到與上述第一較 施例相同的目的與功效。 如圖1G、U所示’為本發明的—第四較佳實施例 第四較佳實施例是類似於哕第- 疋艰似於該苐二較佳貫施例，其差異之處 在於： 本實施例的一定位單元4〇具有數鋼索組41，及數定位 鋼索U，該等鋼索組41分別具有二鋼索4ιι，該等鋼索組1325910 IX. Description of the Invention: [Technical Field] The present invention relates to an anti-scour device, and more particularly to a scouring prevention of a sand-stone quilt structure around a bottom of a building that is built in a water flow zone. Device. °° [Prior Art] As shown in the figure! The well-known piers built in the river, the piles 1G1 piled in the bottom of the river, and the piles 1 () ^ are seated 102. Under normal circumstances, the bottom of the bridge will be buried in the sandstone at the bottom of the river to stabilize the bridge. However, since there is no wandering or sandstone prevention around the... Excavation: '102 = flow (especially after heavy rain) continues to impact the pier: gradually * the surrounding sand will be swept down by the water = work, into the "bad seat 102 and even these rolls 〇 〇 naked exposed to Bu and critical S Haiqiao Pier 1 security. SUMMARY OF THE INVENTION: The object of the present invention is to provide a sand and stone smashing device around the bottom of a building for providing a radiation prevention zone. The structure of the 仃W construct prevents the edge of the structure of the water-blocking structure of the present invention from being arranged in the axial direction, and the base portion of the structure can be surrounded by the waste tire unit, and the positioning unit is divided into two brushes. The outer circumferential surface surrounding the base is wrapped around the axial direction. Early 疋 is a number of waste tires stacked along the axis. The fixings 2 70 respectively have steel cable cages which respectively cover the waste tire units of the 5, and the steel cages are respectively made of several flexible steel cables. The above and other technical contents, features and effects of the present invention will become apparent from the following detailed description of the preferred embodiments of the preferred embodiments. Before the detailed description of k, it is to be noted that similar elements are denoted by the same reference numerals, and the preferred embodiment of the anti-scouring device of the water-line structure of the present invention is described. An outer peripheral surface 24〇 of the base 2Η disposed along an axial direction of the structure 200. In the embodiment, the structure 2〇〇 is made of a pier, and the structure has more a pile 220 connected to the base and piled in the bottom of the river, and a pier column 230' extending upward from the top surface of the base 21 (). The anti-scouring device comprises: a plurality of waste tire units 10' and a positioning Unit 2〇. The waste tire unit ίο is an outer peripheral surface 240 that surrounds the base portion 21 about the axial direction. The waste tire units 1A each have a plurality of waste tires U along the axial direction, and the number is set on the top side of each of the waste tires η. The waste tires u have a tire body (1) and a sealing sheet (1) respectively. The seal 112 is along the inner circumference of the tire body (1), and a receiving space U3 for closing the tire body (1) is prevented to prevent sand: 5 Hai and other tire body 111. The current stagnation stop plate 12 has a plurality of adjacently disposed, deflected piece portions m, and the number is formed on the adjacent swaying month ΐ2 ι dividing line 122. When the water flow drives the sandstone _ these waste tire units (7) two top 1325910: upper, because each piece of the check plate 12 is circumscribing... η is all movable, the water flow can drive the sand to move downward The deflecting piece (2) of the check plate η is sunk in the bottom of the waste tire unit 1 (). Further, in the embodiment, it is of course possible to replace only a plurality of the thrust plates η on the topmost side of the waste tire u of the mother-waste tire unit 10. The positioning unit 20 has a plurality of right sonars 1 21 and a tightening member 22 that respectively cover the waste tire units. The steel cable sills 21 are respectively made up of a number of winding steel cables 2U. When the waste tire units are respectively mounted in the (four) steel rope cages 21, the waste tire units ι〇 and the steel side cages can be Around the outer circumference of the base portion 21 around the axial direction X. In the present embodiment, the tightening member 22 is in the form of a mesh and is surrounded by a number of steel wheels, and the i-tight member 22 can surround the axis X around the waste. These steel cages 21 In addition, of course, the box tightening member 22 can also be a steel cable such as a steel cable that can catch the waste tire unit 10 and the steel cage 21, and the like. After the outer peripheral surface 240 of the base portion 21G, the two I 21 ": around the axial direction X, the waste tire unit 1 〇 with the steel =: =: ": outer circumference ..., and the waste wheels. 卩 720 # The bottom section is the waste tire when the sand is buried in the bottom of the river... The positioning unit - this, the = and the borrowing member 22 are in the form of a grid, because ', ▲ and the binding member 22 can break the wave of water flow, and 7 1325910 produces the effect of wave-eliminating, and further, because σ Α .L is due to the impact of the external force of the king of the two-shaped waste tires 11 The waste tires η cooperate with the cages 2ί and the box tights: the impulse force of the water flow 'so, it can effectively reduce the underwater scouring of the base 21〇 and the strength of the sand around the invention, while preventing 1 sandstone In addition, when the water flow drives the sandstone _ the top side of the waste tire unit iq, the deflecting piece i2i of the check plate 12 is pressed downward, and further After being in the bottom of the (four) waste tire unit 10, since the waste tires η can be: the impinging water flow is directly impacted and deposited on the training unit iq_sand, so that the deposited sandstone does not dissipate & It is not necessary to be exposed upwards, but the waste wheel can be increased. The weight of a few ίο, in turn, makes the base 21〇 more stable. Through the above description, the advantages of the present invention can be further summarized as follows: The steel cable cage 21 and the box tight member 22 of the present invention are both in a grid shape and can break the wave of the water flow, and have the effect of eliminating waves, and the waste tire u of the present invention has the ability to absorb external force impact, so The invention not only can effectively alleviate the impulse force of the water flow, but also effectively reduce the water flow after the impulse to 'slow down the base 21〇 and the strength of the sandstone of the invention (4), so that the present invention can effectively prevent the base 21G. The surrounding sand and gravel are sincere, and avoid the 4 base. [5 210 and these piles 22G create a bare danger problem. Since the waste tire u of the present invention can block the direct flow of water, it is deposited on the waste tire unit 10 such as a crucible. Sandstone in the bottom, because The sand deposited in the bottom of the waste tire unit 1 is no longer removed by the water flow. Thus, the weight of the waste tire unit 1〇 can be increased, and the base 21〇 is more stable and 1325910 solid. 2. The (four) piece 112 of the (fourth) may be closed in the housing space (3) of the tire body (1), and the waste tire 11 can always maintain good impact absorption capacity. The present invention is described in terms of a base 210 that surrounds the structure (bars are broken), but of course the invention can be applied to a high voltage electric tower in a river. As shown in Figs. 'The second preferred embodiment of the present invention, the second preferred embodiment is similar to the first preferred embodiment, and the difference is that: a positioning unit 3〇 of the embodiment is around the axis To the outer peripheral surface 240 of the base 210, the set is left -1 31. The 3G is made up of a plurality of flexible steel cables. The top end portion 32 of the positioning unit 30 is sleeved on the base portion (4), and the bottom end portion 33 of the money position unit 3G is extended downward first, and then upwards in the autumn. It is bent and fixed to the top end βο _, 1 so that the positioning 30 is formed to form an accommodating space 34 disposed around the axial direction X. The waste tires 10 are arranged around the axial direction X in the accommodating space 34 to surround the outer peripheral surface 24 of the base 210. Thus, the second preferred embodiment, f, can achieve the same purpose and efficacy as the first preferred embodiment described above. The first preferred embodiment of the present invention is similar to the first embodiment of the present invention, and the difference is 9 The waste tire sheets s 1G each have a plurality of minute 敎 13 placed on the top side of each of the waste wheel ports π and the number of the check plates 13 and the number of the waste tires 11 respectively disposed on the outer peripheral side of each of the waste tires 11 Wave plate group 14. Each of the waste tires U has a tire body 1U, and a covering layer 丨, a coating layer that is wound around the tire body 111, and can also close the accommodating space of the tire body 11 在. The material of the covering layer 114 is a non-woven fabric. Each of the backstop plates 13 has a plurality of check plates 131 arranged in a staggered manner, and the check plates (3) such as the tongues and the like have a plurality of pulling bars 132 arranged at intervals. The wave-removing sheet groups 14 each have a plurality of wave-eliminating sheets 14 which are successively stacked in the circumferential direction of the waste tires (10). The material-wave-plates 141 each have a plurality of wave-eliminating strips 142 disposed therebetween. Thus, the third preferred embodiment can achieve the same purpose and effect as the first embodiment described above. As shown in FIG. 1G and U, the fourth preferred embodiment of the present invention is similar to the first embodiment of the present invention, and the difference is that: A positioning unit 4〇 of the embodiment has a plurality of cable sets 41 and a plurality of positioning cables U, and the cable sets 41 respectively have two steel cables 4ιι, the cable sets
41的鋼索411是分別穿過每一廢輪胎單元的廢輪胎U 及:止板組13 ’而將每-廢輪胎單元1〇的廢輪胎u綁固 。亥等疋位鋼索42是分別穿過相鄰的廢輪胎單元10 ，而將相鄰的廢輪胎單元10綁固在一起。 如此’該第四較佳實施例亦可達到與上述第一較佳實 10 ^25910 施例相同的目的與功效。 知納上述，本發明之行水區建構物之防止沖刷裝置， 不僅可防止建構物底部周圍的砂石被掏空，更可增加建構 物底部的穩固性，故確實能達到發明之目的。 惟以上所述者，僅為本發明之較佳實施例而已，當不 能以此限定本發明實施之範圍，即大凡依本發明申往： 範圍及發明說明内容所作之簡單的等效變化與修飾： 屬本發明專利涵蓋之範圍内。 白w 1325910 【圖式簡單說明】 置二，一局部剖視示意圖，說明習知的橋墩是直接設 圖2是本發明行水區建構物之防止沖刷裝置的一第一 铋乜貫施例的局部分解立體示意圖； 的电第—較佳實施例的—廢輪胎單元與—鋼索籠 旳組合剖視不意圖； 圖4是該第—較佳實施 體視意圖； 冑構物的-基部的立 圖5是-局部剖視示意圖，說明該第—較佳 圍繞該建構物的基部； .圖6是本發明行水區建構物之防止沖刷裝置的一第二 幸又佳貫施例的局部分解剖視示意圖； 圖7是一類似圖5的視圖，說明該第二較佳實施例是 圍繞一建構物的一基部； 毕乂佳貫她例疋 圖8疋本發明行水區建構物之防止 較佳實施例的-廢輪胎單元的局部分解立體二=第- 圖9疋该第三較佳實施例的一鏑索籠 的組合剖視示意圖； 尽輪I早 θ佳：二:本發明行水區建構物之防止沖刷裝置的-第四 例的-廢輪胎單元被二鋼索鄉固成—體的立體示 圖U疋—類似圖4的視圖，說明該第四較佳實施例的 相鄰廢輪胎單元是分別被數定位鋼切固在_ =霄施例的 12 1325910 【主要元件符號說明】 1 ...... ••橋墩 142 ·· …消波條 101 .·. …樁柱 20…·. …定位單元 102·· …橋墩座 21••… …鋼索籠 200··· …建構物 211… …鋼索 2 10··· …基部 22·.··_ …箍緊件 220··· …樁柱 221 ··· …鋼索 230·· …橋墩柱 30…… …定位單元 240·.· …外周面 31…… …鋼索 X…… …軸向 32… …頂端部 10 …廢輪胎單元 33…， …底端部 11 …廢輪胎 34···.. …容置空間 111… …輪胎本體 40.‘… …定位單元 112··· 也封片 41 __·· …鋼索組 113… …容置空間 411 ··· …鋼索 114··· …包覆布層 42_.··· …定位鋼索 12 ···· …逆止片 121 ··· …撓動片部 122 •分割線 13 ·· …逆止板組 13 1· ••逆止板 132… …撓動條 14…· 消波片組 141……消波片 13The cable 411 of 41 is a waste tire U that passes through each of the waste tire units and a stopper group 13', and the waste tire u of each waste tire unit is bundled. The clamp wires 42 such as the hai are respectively passed through the adjacent waste tire units 10, and the adjacent waste tire units 10 are tied together. Thus, the fourth preferred embodiment can achieve the same purpose and effect as the first preferred embodiment of the above. It is known that the anti-scouring device of the water-zone structure of the present invention not only prevents the sandstone around the bottom of the structure from being hollowed out, but also increases the stability of the bottom of the structure, so that the object of the invention can be achieved. However, the above is only the preferred embodiment of the present invention, and the scope of the present invention is not limited thereto, that is, the simple equivalent changes and modifications made by the scope and the description of the invention. : Within the scope of this patent. White w 1325910 [Simplified illustration of the drawing] Second, a partial cross-sectional view showing that the conventional pier is directly set. Figure 2 is a first example of the anti-scouring device of the water-line structure of the present invention. FIG. 4 is a cross-sectional view of the first embodiment of the present invention; FIG. 4 is a cross-sectional view of the first embodiment of the present invention; Figure 5 is a partial cross-sectional view showing the first portion preferably surrounding the base of the structure; Figure 6 is a partial portion of a second embodiment of the anti-scouring device of the water-construction structure of the present invention. Figure 7 is a view similar to Figure 5, illustrating that the second preferred embodiment is a base surrounding a construct; Bi Bijiao, her example, Figure 8 is a prevention of the construction of the water zone of the present invention. A partially exploded perspective view of a waste tire unit of a preferred embodiment. FIG. 9 is a schematic cross-sectional view of a shackle cage of the third preferred embodiment; The anti-scouring device of the water zone construction - the fourth case - waste tire list The perspective view of the solid steel body of the second steel cable is similar to that of FIG. 4, and the adjacent waste tire unit of the fourth preferred embodiment is respectively cut by the number of positioning steels in the _=霄 embodiment. 12 1325910 [Explanation of main component symbols] 1 ...... •• Pier 142 ···Break strip 101.·....Pile 20...·....Positioning unit 102··...Bridge base 21••... ...Steel cable cage 200···Building material 211... Cable 2 2····Base 22·.··_...Hooping member 220··· ...Pole 221 ··· ...Steel cable 230·· ... pier column 30...... Positioning unit 240·.....Outer peripheral surface 31...Twist cable X...Axis 32...Top end portion 10...Waste tire unit 33..., bottom end portion 11...Waste tire 34···. ... accommodating space 111... tire body 40. '... positioning unit 112··· also sealing piece 41 __·· ... cable group 113... accommodating space 411 ··· ... steel cable 114··· Cloth layer 42_..... Positioning cable 12 ···· ...Reverse stop piece 121 ····Twisted piece part 122 • Split line 13 ·· ...check stop plate set 13 1· ••Backstop plate 132... ...strip bar 14...· Wave suppressor set 141...Break strip 13