TW200809058A - Contained load transfer device for wood sheathing products and roof construction method therewith - Google Patents
Contained load transfer device for wood sheathing products and roof construction method therewith Download PDFInfo
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- TW200809058A TW200809058A TW096113020A TW96113020A TW200809058A TW 200809058 A TW200809058 A TW 200809058A TW 096113020 A TW096113020 A TW 096113020A TW 96113020 A TW96113020 A TW 96113020A TW 200809058 A TW200809058 A TW 200809058A
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- Taiwan
- Prior art keywords
- substantially identical
- connecting device
- cavity
- board
- load
- Prior art date
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- 239000002023 wood Substances 0.000 title abstract description 19
- 238000010276 construction Methods 0.000 title abstract description 17
- 238000012546 transfer Methods 0.000 title abstract description 12
- 239000000463 material Substances 0.000 claims abstract description 26
- 230000002093 peripheral effect Effects 0.000 claims abstract description 16
- 230000000295 complement effect Effects 0.000 claims abstract description 5
- 238000000926 separation method Methods 0.000 claims abstract description 4
- 238000003780 insertion Methods 0.000 claims description 7
- 230000037431 insertion Effects 0.000 claims description 7
- 239000012790 adhesive layer Substances 0.000 claims 4
- VZXTWGWHSMCWGA-UHFFFAOYSA-N 1,3,5-triazine-2,4-diamine Chemical compound NC1=NC=NC(N)=N1 VZXTWGWHSMCWGA-UHFFFAOYSA-N 0.000 claims 1
- 210000002784 stomach Anatomy 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 abstract description 8
- 238000000034 method Methods 0.000 abstract description 8
- 239000002131 composite material Substances 0.000 abstract description 3
- 239000000565 sealant Substances 0.000 abstract description 2
- 238000007789 sealing Methods 0.000 abstract description 2
- 230000008961 swelling Effects 0.000 abstract description 2
- 239000004035 construction material Substances 0.000 abstract 1
- 238000012360 testing method Methods 0.000 description 35
- 238000000540 analysis of variance Methods 0.000 description 8
- 238000004458 analytical method Methods 0.000 description 8
- 239000000853 adhesive Substances 0.000 description 6
- 230000001070 adhesive effect Effects 0.000 description 6
- 238000005259 measurement Methods 0.000 description 6
- 239000004033 plastic Substances 0.000 description 5
- 229920003023 plastic Polymers 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 229910052782 aluminium Inorganic materials 0.000 description 4
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 4
- 230000006378 damage Effects 0.000 description 4
- 229920001903 high density polyethylene Polymers 0.000 description 4
- 239000004700 high-density polyethylene Substances 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- WEVYAHXRMPXWCK-UHFFFAOYSA-N Acetonitrile Chemical compound CC#N WEVYAHXRMPXWCK-UHFFFAOYSA-N 0.000 description 3
- OAKJQQAXSVQMHS-UHFFFAOYSA-N Hydrazine Chemical compound NN OAKJQQAXSVQMHS-UHFFFAOYSA-N 0.000 description 3
- 230000008901 benefit Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910052797 bismuth Inorganic materials 0.000 description 2
- JCXGWMGPZLAOME-UHFFFAOYSA-N bismuth atom Chemical compound [Bi] JCXGWMGPZLAOME-UHFFFAOYSA-N 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 239000000470 constituent Substances 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 239000011120 plywood Substances 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 238000007788 roughening Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 125000001140 1,4-phenylene group Chemical group [H]C1=C([H])C([*:2])=C([H])C([H])=C1[*:1] 0.000 description 1
- 241001674044 Blattodea Species 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 229920002125 Sokalan® Polymers 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 239000002775 capsule Substances 0.000 description 1
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- 238000011156 evaluation Methods 0.000 description 1
- 238000007429 general method Methods 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 239000011121 hardwood Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 210000003127 knee Anatomy 0.000 description 1
- 235000013372 meat Nutrition 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000004584 polyacrylic acid Substances 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
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- 235000021419 vinegar Nutrition 0.000 description 1
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/02—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
- E04D3/18—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of specified materials, or of combinations of materials, not covered by any of groups E04D3/04, E04D3/06 or E04D3/16
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/541—Joints substantially without separate connecting elements, e.g. jointing by inter-engagement
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/36—Connecting; Fastening
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6145—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F2201/00—Joining sheets or plates or panels
- E04F2201/05—Separate connectors or inserts, e.g. pegs, pins, keys or strips
- E04F2201/0505—Pegs or pins
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Veneer Processing And Manufacture Of Plywood (AREA)
- Finishing Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
- Laminated Bodies (AREA)
Abstract
Description
200809058 九、發明說明: 【發明所屬之技術領域】200809058 IX. Description of the invention: [Technical field to which the invention belongs]
本發明係關於利用-種特定負载傳送褒置以允許複人木 板在使用該裝置之建築物製造期間的可#連接及黏著^ 裝置經組態用於狹槽内之密封,該等狹槽被切入此等木板 之周圍邊緣且在其中被切割成與該裝置本身之形狀互補之 形狀。以此方式,當被引入適當成形之狹槽内時,該裝置 允許序列地施加於目標建築物之框架之相鄰木板的分離以 及(最終)利用了此等連接木板之總建造(諸如一屋頂)的足 夠負載支承強度。木板之該分離因此允許在建築之壽命期 間考慮該等木板之間的適當密封(藉由膠帶、密封劑或其 他類似材料)以及用於收縮或濕脹(歸因於水分^化)之適當 距離(藉此視需要而允許膨脹)。賦予增加之負載支承強度 的能力因此允許在建造期間載運及保持於此結構上之建2 材料(數量上及重量上)之增加。在木板之間利用此等負載 傳送裝置之一建築物之製造方法亦涵蓋於本發明之範圍 内〇 【先前技術】 諸如膠合板或定向粒片板之複合木板為建造業中所熟 知。事實上,此等板用於傾斜屋頂之製造。為促進製造屋 頂,板製造商銷售約四英呎寬,八英呎長且約3/8至3/4英 吋厚之矩形板。一般不將此等板彼此鄰接而附著至屋頂框 架。需要此間隔以補償歸因於屋頂本身之壽命期間的水分 含量之變化的膨脹可能性。因此,需要一種在此等屋頂組 ㈣ 78.doc 200809058 成板之間隔之間提供密封的方式。此通常藉由膠帶或任何 其他類似材料完成。膠帶施加於相鄰板之末端並跨越此等 間隔。 、承受歸因於在建造期間存在於屋頂上之卫人以及在此建 k員目』間所轭加之材料之負载的過多重量(及(此外)該屋 頁上之載運此等材料之工人的組合重量)之能力亦為此等 屋頂結構及(因此)其組成板所需。此外,需要確保構成屋The present invention relates to the use of a specific load transfer device to allow a composite board to be sealed during use in the manufacture of a building using the device for sealing in a slot, the slots being Cut into the peripheral edges of the planks and cut into shapes that complement the shape of the device itself. In this way, the device allows for the separation of adjacent planks applied to the frame of the target building in sequence when introduced into suitably shaped slots and (even) the total construction of such connected planks (such as a roof) ) sufficient load support strength. This separation of the boards thus allows for an appropriate seal between the boards (by tape, sealant or other similar material) and an appropriate distance for shrinkage or swelling (due to moisture) during the life of the building. (This allows for expansion as needed). The ability to impart increased load bearing strength thus allows for an increase in the amount of material (both in quantity and weight) carried and maintained on the structure during construction. A method of manufacturing a building utilizing one of such load transfer devices between boards is also within the scope of the present invention. [Prior Art] Composite boards such as plywood or oriented slabs are well known in the construction industry. In fact, these boards are used for the manufacture of sloping roofs. To facilitate the manufacture of roofs, board manufacturers sell rectangular panels that are about four inches wide and eight inches long and about 3/8 to 3/4 inches thick. These plates are generally not attached to each other and attached to the roof frame. This spacing is required to compensate for the likelihood of expansion due to changes in the moisture content during the life of the roof itself. Therefore, there is a need for a way to provide a seal between the roofing groups (4) 78.doc 200809058. This is usually done by tape or any other similar material. Tape is applied to the ends of adjacent plates and spans such intervals. To bear the excessive weight of the load attributed to the material conjugated between the guards present on the roof during construction and the yokes (and (in addition) the workers carrying the materials on the roof The ability to combine weights is also required for such roof structures and (thus) their constituent panels. In addition, you need to make sure that you are building
頂結構之此等板必須保持於適當位置足夠時間以永久附著 至下伏屋頂框架。 為允許此結果,已利用與相鄰板之外邊緣接觸(在該等 相鄰板之頂部與底部上)的夹片形式之某些裝置。然而, 業内稱為Η夾片之此等夹片顯示使其極為不合乎此用途的 缺點。舉例而言,&等时片使沿由此等夾片連接之板之 間的間隔施加膠帶(用以密封接縫以防止其中的水滲透及 空氣茂漏)變得困_,此特別是由於將此等夾片施加於此 專板之外部。施加於此等板之膠帶因此必須與此等夾片以 ^匕等板接觸,進而顯示至該等兩者之潛在黏著性的某種 IV低並杈害此膠帶(或類似黏合材料)之有效性。又,由於 此等夹片在將過多重量施加於組成板之某些部分上時顯示 脫離之傾向’ ®而將某些負載力施加於包括此等Η失片之 ^頂結構已成問題,特別是在該等屋頂結構之製造步驟期 Υ因此’需要自用於此目的之利用移除此等时片同時 仍提供在屋猶造_允許㈣板之間的有效連接之可行 方式’且同時允許經由材料之黏著而將該等材料施加於相 H9978.doc 200809058 鄰板而不損失此等黏合材料之有效性。迄今,木板屋頂組 件業尚不具有此改良。 ' 【發明内容】 本發明之-優點為提供-在使用建築屋頂組成木板之屋 頂建造期間將該等建築屋頂組成木板可靠_連接至一起之 簡單方式。此裝置及方法之另_優點為使用者㈣將此等 裝置輕易地安裝於目標木板内並藉由利用至少一此裝置而 進一步將一相鄰木板連接至該等目標木板以在附著至一屋 頂框架之前將此等木板保持於適當位置歷時足夠時段。 在本文中,本發明可概括為用於選自由一屋頂及—牆組 成之群之一建築物的一結構,其中該結構包含至少 木板及一第二木板,該第一及該第二木板中之每一者具有 -頂部部分及-底部部分,且每一木板具有四個周圍邊 緣,其中每一木板之至少一周圍邊緣中包括至少一空腔以 用於至少-連接裳置之插人;其中該連接裝置由—耐久材 料製成且具有一第一末端及一第二末端,且其中該第一及 第二末端中之每一者經組態以***每一木板之該至少一空 腔内;纟中當使該第一與該第二木板同時與該裝置接觸 時,裏面***該裝置之該等周圍邊緣相互平行,但並不相 互接觸,且其中該裝置不與該第一及該第二木板之該頂部 或底部部分接觸。此外’上文所定義之屋頂或牆結構可包 括如下之限制:其中該第一末端與該第二末端形狀完全相 同且具有相同尺寸,其中該裝置以可將該第一或第二末端 中之任一者置放於該第一木板之該周圍邊緣内之該至少— H9978.doc 200809058 工I内的方式組悲,該空腔顯示與該裝置之該第一或第二 =端互補之形狀及尺寸,且其中當存在於該第一木板之該 空腔内時,該第二木板可接著關於如經界定用於該第二木 :反之孩周圍邊緣内之該第一木板的相同類型之空腔而與該 , 裝置之該第二末端接觸。根據此機制並利用用於此目的之 • 1少兩個此等木板製造-屋頂之方法亦涵蓋於本發明之範 圍内。 φ 因此,此裝置應較佳在形狀及量測上對稱以顯示***使 用該裝置之任何木板之空腔内的必要能力。此裝置之大小 可具有任何寬度,一般為至多一或多個目標木板之周圍邊 緣2長度減去!.5英时(亦即,約3.8公分)。由於用於屋頂 建^木板之屋頂托梁之間的典型間隔之長度在中心處為約 24英吋(亦即,約61公分),因而此裝置可為22.5英吋(粗略 地約57公分)寬。在其最小處,此裝置為約1英吋(2.54公 分)寬。較佳地(但並非必要),利用大量此等裝置以在建造 •—屋頂或牆期間將相鄰板連接至—起’此主要係因為促進 使用者在屋頂建造期間於手中攜帶較小裝置而非用於此目 的之較大材料所具有的可操縱性。 口此可將5亥裝置倂入含有一釋放襯墊之一捲筒内,該 #放襯墊具有將此等多個裝置附著於該釋放襯塾之一黏著 ^ ’ 5亥等裝4可自1亥釋放襯墊剝離並施加於木板之空腔 内j潛在地,該黏著劑使用該釋放襯墊而被傳送以允許將 匕等义置可罪地附著至目標木板。以此方式,使用者將獲 得不僅輸送此等多個裝置而且將一包括黏著劑之裝置施加 119978.doc 200809058 於一目標木板的-相對較方便且安全之方式。 一黏著劑之㈣在該⑺ ^ ° 時亦為較佳的。因此,η 者μ㈣式輸送 手塗覆,或此等裝 百在利用之刖用 覆蓋條帶,可在利 者域上的 不> 用14***一木板空膝肉 該區域移除該停帶會1 才反“工内之别由使用者自 ^木▼。亦可遵循黏著劑塗 用於此目的。 仕仃其他方式 只要總外觀為(如上所述)對稱的,該裝置本身可由 :二材Λ建造’並可具有任何形狀及尺寸。因此,塑膠 (二?度塑膠,如聚胺醋、聚乙稀、聚丙婦、聚對苯 物)、聚丙烤酸醋、聚乙醯⑽yacetyl)及其類似 '屬(包括鐵、鋼、紹及其類似物)及任何類型之硬木 (橡木、杉木及其類似物)可用於此末端。亦可利用此等材 料之組合(諸如不同塑膠之混合物、塗佈有塑勝之金屬或 木材及其類似物)。 一 亦可使用藉由表面或邊緣或兩者上之紋理化、糙化 具有:增加之表面積的裝置,特別是在結合該裝置而利用 一黏著劑之情況下。表面積之此增加因此可有助於利用期 間之黏著力的增加並可能增強接點(例如一桁架板)。 如上所述,提供將相鄰木板連接至一起之方式(其中此 等板在安裝期間不相互接觸)係極其重要的。此距離一般 可自約1/16英吋至約1/4英吋,且因此要求存在於該等木板 内之空腔的深度小於單一裝置之總長度的一半。各個管轄 區之建築規範在此等間隔方面具有不同要求,但鄰接^緣 119978.doc -10- 200809058 之間的此間隙(以允許面板歸因於水分及/或溫度變化之膨 脹及收縮)之一通行距離為1/8英吋。此可藉由提供足夠長 度之LTD來完成’使得當插人鄰接板之空腔㈣,該間隙 大體均勻且不會破裂。或者,LTD可藉由其中心處之支柱 製造以在利用時提供此間隔。These panels of the top structure must be held in place for a sufficient time to permanently adhere to the underlying roof frame. To allow for this result, certain devices have been utilized in the form of clips that are in contact with the outer edges of adjacent plates (on the top and bottom of the adjacent plates). However, such clips, which are known in the art as Η clips, show that they are highly undesirable for this purpose. For example, the & isochronal sheet makes it possible to apply tape along the space between the plates to which the clips are attached (to seal the seam to prevent water penetration and air leakage therein), which is especially These clips are applied to the outside of the board. The tape applied to the panels must therefore be in contact with the clips such as the sheets, thereby indicating that the IV of the potential adhesion of the two is low and the effectiveness of the tape (or similar adhesive) is effective. Sex. Moreover, since these clips exhibit a tendency to detach when applying excessive weight to portions of the constituent plates, it has become a problem to apply certain load forces to the top structure including such missing pieces, particularly During the manufacturing steps of the roof structures, it is therefore necessary to remove the time slices from the use for this purpose while still providing a viable means of effective connection between the panels (allowing (four) panels' and at the same time allowing The materials are adhered and the materials are applied to the phase plates of the H9978.doc 200809058 without losing the effectiveness of the bonding materials. To date, the board roofing component industry has not yet had this improvement. SUMMARY OF THE INVENTION [Advantages of the Invention] An advantage of the present invention is that it provides a simple way to connect the building roofs together in a roof construction using a building roof to form a wooden board. Another advantage of the apparatus and method is that the user (4) easily installs the devices in the target wooden board and further attaches an adjacent wooden board to the target wooden boards by attaching to a roof by using at least one of the devices. The board is held in place for a sufficient period of time before the frame. Herein, the present invention can be summarized as a structure for a building selected from the group consisting of a roof and a wall, wherein the structure comprises at least a wood board and a second board, the first and the second board Each having a top portion and a bottom portion, and each of the planks has four peripheral edges, wherein at least one of the peripheral edges of each of the planks includes at least one cavity for at least a plug-in insertion; The attachment device is made of a durable material and has a first end and a second end, and wherein each of the first and second ends is configured to be inserted into the at least one cavity of each of the wood boards; When the first and the second plank are brought into contact with the device at the same time, the peripheral edges of the device inserted into the device are parallel to each other but are not in contact with each other, and wherein the device is not associated with the first and second The top or bottom portion of the board is in contact. Furthermore, the roof or wall structure as defined above may include a limitation wherein the first end and the second end are identical in shape and of the same size, wherein the device is such that the first or second end is Any one of the manners placed in the peripheral edge of the first plank, at least in the manner of the first or second = end of the device And dimensions, and wherein when present in the cavity of the first plank, the second plank may then be of the same type as defined for the second wood: otherwise the first plank within the peripheral edge of the child The cavity is in contact with the second end of the device. A method of manufacturing a roof based on this mechanism and utilizing one or two such boards for this purpose is also encompassed within the scope of the present invention. φ Therefore, the device should preferably be symmetrical in shape and measurement to show the necessary ability to be inserted into the cavity of any wood board that uses the device. The size of the device can be any width, typically minus the length of the surrounding edge 2 of at least one or more target planks! .5 inches (ie, about 3.8 cm). Since the length of the typical spacing between the roof joists for roofing is at about 24 inches (i.e., about 61 cm) at the center, the device can be 22.5 inches (roughly about 57 cm). width. At its smallest point, the device is approximately 1 inch (2.54 cm) wide. Preferably, but not necessarily, a large number of such devices are utilized to connect adjacent panels during construction - roof or wall - primarily because of facilitating the user to carry smaller devices in the hands during roof construction. The maneuverability of larger materials that are not used for this purpose. The mouth can be inserted into a reel containing a release liner having a plurality of devices attached to one of the release liners. The 1H release liner is peeled off and applied to the cavity of the board. Potentially, the adhesive is transferred using the release liner to allow the cockroach to be guilty attached to the target board. In this manner, the user will obtain a relatively convenient and safe manner of not only delivering the plurality of devices but also applying a device including the adhesive to a target board. (4) of an adhesive is also preferred at (7) ^ °. Therefore, the η μ (4) type conveyor hand coating, or such a covered belt is used in the use of the cover strip, can be used on the domain of the less than > insert a wooden board with a 14 empty knee meat area to remove the stop belt It will be reversed to "the inside of the work by the user from the wood ▼. Can also follow the adhesive coating for this purpose. Other ways as long as the overall appearance is (as mentioned above) symmetrical, the device itself can be: The material is constructed 'and can have any shape and size. Therefore, plastic (two-degree plastic, such as polyurethane, polyethylene, polypropylene, poly-p-phenylene), polyacrylic acid vinegar, polyethyl hydrazine (10) yacetyl) It is similar to 'genus (including iron, steel, and its analogs) and any type of hardwood (oak, fir and the like) can be used at this end. It is also possible to use a combination of these materials (such as a mixture of different plastics, Coated with plastic metal or wood and the like). It is also possible to use a device which has a surface area increased by roughening or roughening by surface or edge or both, especially in combination with the device. In the case of an adhesive, this increase in surface area The addition may thus contribute to an increase in adhesion during use and may enhance the joint (e.g., a truss). As described above, a manner of joining adjacent planks together is provided (where the panels do not touch each other during installation) This is extremely important. This distance can generally range from about 1/16 inch to about 1/4 inch, and therefore the depth of the cavity present in the boards is required to be less than half the total length of a single device. The building code of the zone has different requirements for these intervals, but this gap between adjacent edges 119978.doc -10- 200809058 (to allow the panel to be attributed to expansion and contraction of moisture and/or temperature changes) The distance is 1/8 inch. This can be done by providing a LTD of sufficient length to 'make the cavity (4) inserted into the adjacent plate, the gap is substantially uniform and will not break. Or, LTD can be at its center The struts are manufactured to provide this spacing when utilized.
由於空腔應較佳在形狀及尺寸上與裝置互補,因而只要 4工腔及4裝置滿足此等要求,任何此形狀或尺寸可用於 該裝置及該木板空腔。因此’若該裝置為一㈣圓盤,則 該空腔將同樣顯示相同量測之—互補㈣壓痕。若該裝置 為-矩形圓盤’則該空腔(狹槽)將同樣經形成以接受:形 狀及量測。在一特定較佳實施例中,該裝置可包括位於‘ 正中間處之-銷以幫助將該等相鄰木板相互隔開。此外,、 該空腔(狹槽)亦可包括一張開部分(或如上所述之支柱部 分)以在屋頂建造期間促進將此扁平裝置***該空腔(狹们 内且進-步促進將此裝置之另一端***一第二木板之空腔 内0 此外’且士〇上所述,#允許將膠冑可靠施加於裝置之需 要使開發在㈣期間與-木板之頂部與底部均無接觸之^ 置成為必需。因此’該總方法允許將此裝置或此複數個褒 置同時插人至少兩個木板内而在該兩個木板之間無任何接 觸,但使該兩個木板以相互平行的關係存在,且該裝置或 該複數個裝置與連接至其的任一木板之頂部與底:部分: 間無任何接觸。 此方法提供—種以上在附著至—屋頂或牆框架之前連接 119978.doc •11- 200809058 屋頂或牆組成木板之士 ^ 士 Λ 方式,以及一種以上允許膠帶在目標 木扳相互不接觸之 、 上 ^域中可靠地黏附於該等目標木板之方 式。除彼等高唐沐目 、 w之結果外,令人驚訝地認識到此方法 :予—迄今未預見到的能力:承受比與一建造工人及正常 曰-在屋頂之建造期間於該屋頂上輸送之材料的重 里相關聯之通當自者:丄 A 負载力大的負載力。下文更詳細地論述此 專負載支承結果。Since the cavity should preferably be complementary in shape and size to the device, any such shape or size can be used for the device and the wood cavity as long as the 4 chambers and 4 devices meet these requirements. Thus, if the device is a (four) disk, the cavity will also exhibit the same measured-complementary (four) indentation. If the device is a rectangular disk, the cavity (slot) will likewise be formed to accept: shape and measurement. In a particularly preferred embodiment, the device can include a pin located at the "positive center" to help separate the adjacent planks from one another. In addition, the cavity (slot) may also include an open portion (or a strut portion as described above) to facilitate insertion of the flat device into the cavity during roof construction (in the narrow and further advancement) The other end of the device is inserted into the cavity of a second wooden board. In addition, the above is allowed, and the requirement to reliably apply the plastic capsule to the device is such that during development (4), there is no contact with the top and bottom of the wood board. This is necessary. Therefore, the general method allows the device or the plurality of devices to be inserted into at least two boards at the same time without any contact between the two boards, but the two boards are parallel to each other. The relationship exists and the device or the plurality of devices are in contact with the top and bottom: part: of any of the boards connected thereto. This method provides more than one connection 119978 before attaching to the roof or wall frame. Doc •11- 200809058 The roof or wall is made up of the wooden slabs ^ gentry method, and more than one way to allow the tape to reliably adhere to the target planks in the upper area where the target slats are not in contact with each other. In addition to the results of Gao Tangmu and w, it is surprisingly recognized that this method: to the unforeseen ability: to withstand a material and a construction worker and a normal raft - the material transported on the roof during the construction of the roof The balance is related to the load: 丄A load force with large load force. This special load support result is discussed in more detail below.
可用於此屋頂建造之木板可具有任何類型,包括定向粒 片板、膠合板及其類似物。 【實施方式】 圖1展不一***兩個相鄰木板16、18之周圍邊緣η、Η 之工1 12 14内的圓盤1 0之橫截面透視圖。如可見到的, 圓盤ίο與該等^腔12、14之㈣部分齊平達到兩個板16、 18之間的距離較為明顯之程度。可接著以與兩個木板16、· 18之頂部部分20、22相接觸之方式施加膠帶(未說明)。當 利用多個圓盤時,木板16、! 8之間的距離將沿周圍邊緣 13、15而粗略地均勻。 圖2及圖3之圓盤僅展示卵形24或矩形26之此等裝置最初 可以賦予該等裝置表面積之增加的方式而經修改或製造以 幫助將此等裝置黏附於在裏面將該等裝置***木板内之空 腔(未說明)。 圖4描纟會圓盤2 8在其中點3 0處包括一銷以幫助保持板 32、34之間的距離均勻並保持板32、34處於相互平行關係 之不同潛在實施例的橫截面透視圖。若未保持此等板32、 I19978.doc 12 200809058 34相互平行,則偏斜結果可不利地影響目標屋頂之其他部 分的間隔。又,木板32、34之張開部分36、38允許***具 有補充此等張開部40、42之形狀的中點附近之部分的圓盤 28,進而促進圓盤28***木板32、34之周圍邊緣48、50内 之空腔44、46内,且允許使用期間之圓盤28在該等空腔中 的嚴密且適貼之配合。The wood panels that can be used for this roof construction can be of any type, including oriented granules, plywood, and the like. [Embodiment] Fig. 1 is a cross-sectional perspective view showing a disk 10 in which a peripheral edge η of two adjacent wooden boards 16, 18 is inserted, and a disk 10 in a work 1 12 14 is inserted. As can be seen, the disc ίο is flush with the (four) portions of the cavities 12, 14 to the extent that the distance between the two plates 16, 18 is relatively significant. Tape (not illustrated) can then be applied in contact with the top portions 20, 22 of the two boards 16, 18. When using multiple discs, the board 16,! The distance between 8 will be roughly uniform along the peripheral edges 13, 15. The discs of Figures 2 and 3 only show that the devices of the oval 24 or the rectangle 26 can be modified or manufactured in such a way as to initially impart an increase in the surface area of the devices to assist in attaching the devices to the devices therein. Insert a cavity in the board (not illustrated). Figure 4 depicts a cross-sectional perspective view of a different potential embodiment in which the disc 2 8 includes a pin at its midpoint 30 to help maintain a uniform distance between the plates 32, 34 and maintain the plates 32, 34 in mutually parallel relationship. . If the plates 32, I19978.doc 12 200809058 34 are not kept parallel to one another, the skewing results can adversely affect the spacing of other portions of the target roof. Again, the flared portions 36, 38 of the panels 32, 34 allow insertion of a disk 28 having portions adjacent the midpoint of the shape of the flared portions 40, 42 to facilitate insertion of the disk 28 into the peripheral edge 48 of the panels 32, 34. Within the cavities 44, 46 within 50, and permitting a tight and conformable fit of the discs 28 in the cavities during use.
為保證本發明之負載傳送裝置能夠提供必要負載能力, 進行集中負載測試以比較本發明之負載傳送裝置與建造業 中現今所使用之當前負載傳送裝置(“H”夾片)。建築規範 及規則一般要求屋頂跨距等級_24之覆蓋在2〇〇磅負載下不 得超過0.5"之撓曲。使用η夾片所進行之先前測試揭示,h 夾片會在完成測試之前自試樣落下。本發明之負載支承/ 傳送裝置(素坯)之取樣指示’該裝置將在其所置放之區域 上方或下方破壞肩部(板之圍繞在裝置利用期間在裏面插 入㈣、爽月或其他裝置之空腔的部分);然而,試樣仍 將通過由上述建築規範及規則(業内稱為ps_2)所描述之要 求。本發明之負載傳送裝置因此在某種意義上以此方式 (亦即,當在素链位置處施加集中負載時,素述保持於適 畲位置)而在使用時保持其完整性。 目標木板中之空腔亦可以任何形狀加以組態(特別 Γ點處)以促進本身之進人。因此,人口點之邊緣可 為背曲,楔形或任—類似效果以在應用中允許此容易性。 ,在大多數情況下對於當❹者手中攜帶許多卫具及其他 為具時促進此應用係重要的。 H9978.doc -13· 200809058 已接受在建造期間在步行下預期屋頂覆蓋上之最高集中 負載。舉例而言,沿屋頂斜坡载運8〇_1]3之一捆屋頂板的 200 1 b之人可鉍加至多大於該人之組合總重量68〇/〇的負载 (Harper,F. C等人,1961. The ρ〇Γ_ Αρρ_ t〇 如 fi、_ by the Foot in Walking. Research Paper 32. Nati〇naI Building Studies,London,England)。由於施加行走負載之To ensure that the load transfer device of the present invention is capable of providing the necessary load capacity, a concentrated load test is performed to compare the load transfer device of the present invention with the current load transfer device ("H" clip) used in the construction industry today. Building codes and rules generally require that the roof span level _24 cover no more than 0.5" deflection under a 2 lb. load. Previous tests using the η clip revealed that the h clip would fall from the sample before the test was completed. Sampling indication of the load bearing/conveying device (green body) of the present invention 'The device will break the shoulder above or below the area in which it is placed (the surrounding of the plate is inserted therein during the use of the device (4), Shuangyue or other device The portion of the cavity); however, the sample will still pass the requirements described by the building codes and rules described above (known in the industry as ps_2). The load transfer device of the present invention thus maintains its integrity in use in such a manner (i.e., when a concentrated load is applied at the prime chain position, the hold is maintained in an appropriate position). The cavity in the target board can also be configured in any shape (especially at the point) to facilitate its own entry. Thus, the edge of the population point can be a back curve, a wedge or a similar-like effect to allow this ease of use in an application. In most cases, it is important to promote this application when carrying a lot of protective gear and other equipment in the hands of the prostitutes. H9978.doc -13· 200809058 The highest concentration load on the expected roof cover under walking during construction has been accepted. For example, a 200 1 b person carrying a bundle of roof slabs of 8〇_1]3 along the roof slope can add up to a load greater than the total weight of the person of 68 〇/〇 (Harper, F. C, etc.) Person, 1961. The ρ〇Γ_ Αρρ_ t〇如 fi, _ by the Foot in Walking. Research Paper 32. Nati〇naI Building Studies, London, England). Due to the application of walking load
時間小於一秒,因而總負載可藉由用於短期測試之負載持 績時間因數1/1.22減小為以下: ' ^^=386 lbs 當人站在一個位置歷時一段較短時間時,有效負载甚至 更小(至多280 lb)’且此外,負載藉由兩隻腳而分佈於較 大區域上。 蓉於前述,400 lb之最小負載將提供較小限度之安全 F生,此藉由考慮建造之不確定性而得以證明。因此,重要 =是’任何負載傳送裝置在至多彻lb集中負載下保持無 田♦问材料製成 P門的桊發明之負載 傳送/支承裝置(素坯)經製造及分析以判定此等裝置在使用 時承受此等負載之有效性。根據上文圖”所 ^十 的材料如下·· ^ H9978.doc -14 - 200809058The time is less than one second, so the total load can be reduced to the following by the load duration time factor 1/1.22 for short-term testing: ' ^^=386 lbs When a person stands in a position for a short period of time, the payload Even smaller (up to 280 lb) 'and in addition, the load is distributed over a larger area by two feet. In the foregoing, a minimum load of 400 lb will provide a lesser degree of safety, which is demonstrated by considering the uncertainty of construction. Therefore, it is important to say that 'any load transfer device maintains no field under a concentrated load of at most lb. ♦ The material is made into a P-gate. The load transfer/support device (ply) is manufactured and analyzed to determine that the device is Understand the effectiveness of these loads when in use. According to the above picture, the materials of the following are as follows: · H9978.doc -14 - 200809058
H9978.doc -15- 200809058 首先,進行下表面LTD與Η夹片在集中負載下如何表現 之比較。為滿足PS-2要求,面板/LTD必須: a) 在200碍集中負載下不超過·5 ”之撓曲;且 b) 超過400磅極限負載(諸如在如上所述之在步行下)。即 使滿足P S 2要求,5忍為係重要的另一功能性產品要求為一 或多個完整面板加LTD在達到4〇〇 lb集中負載之前不顯示 任何破壞在下表面LTD之置放區域處的肩部之能力。 經執行以判定此所要水準之有效性的分析為對變異數計 算之分析。本質上,為避免在對所建造之屋頂或正在建造 之屋頂之實際測試期間使人受傷的可能性,在試驗室環境 中就撓曲及負載支承能力而對目標結構進行分析。TEC〇 QL-2面板效能測定器用於此分析。此器具為經設計以執行 符合PS 2-92集中靜態、衝擊負載與撓曲測試要求之測試 的完全自動、電腦控制之機器。該器具配備有促進衝擊測 試以及對集中負載與撓曲、極限(故障)負載、衝擊負載及 邊緣支撐面板之測試之儀器使用的“浮動床”。測試面板為 約7/16英吋厚(該機器可测試1/4至卜1/8英吋之間的厚度), 且目標面板(板)之長度可自16至48英忖。在利用經由本發 明之凌置連接之兩塊板的測試中,使用48英吋板。一般而 吕,將模擬托梁(共三個)包括於該器具内以允許測試盥在 安裝尺寸為48英对(121·92叫乘96英对(243 84 cm)之板期 間的屋頂覆蓋之負載支承相當。將板連接至模擬托梁且接 著將4個本發明之裝置***提供於板之周圍中的空腔内(該 等裝置為約8英吋長且被橫向***)。接著供應具有相同‘ 119978.doc -16 - 200809058H9978.doc -15- 200809058 First, compare how the lower surface LTD and the Η clips perform under concentrated load. To meet the PS-2 requirements, the panel/LTD must: a) not exceed a deflection of ·5" under a load of 200 impediment; and b) exceed a limit load of 400 pounds (such as under walking as described above). Another functional product that meets PS 2 requirements, 5 is important for one or more complete panels plus LTD. Does not show any damage before reaching the 4 lb concentrated load at the shoulder of the lower surface LTD. The ability to perform an analysis to determine the validity of this required level is an analysis of the calculation of the variance. Essentially, to avoid the possibility of injury during actual testing of the roof being built or the roof being built, The target structure was analyzed for flexural and load bearing capabilities in the laboratory environment. The TEC〇QL-2 panel performance tester was used for this analysis. This appliance was designed to perform static and shock loads in accordance with PS 2-92 concentration. A fully automated, computer-controlled machine for testing required for flexural testing. This appliance is equipped with a shock-promoting test and for concentrated loads and deflections, extreme (fault) loads, shock loads and edges. The "floating bed" used in the test panel of the panel. The test panel is about 7/16 inch thick (the machine can test the thickness between 1/4 and 1/8 inch), and the target panel (board) The length can be from 16 to 48 inches. In the test using the two boards connected by the present invention, a 48 inch board is used. Generally, the analog joists (three in total) are included in the test. The inside of the appliance is allowed to test the load of the 48-inch pair (121.92 by 96-pair (243 84 cm) of the roof covered load support. The board is connected to the analog joist and then 4 The device of the present invention is inserted into a cavity provided in the periphery of the plate (the devices are about 8 inches long and inserted laterally). The supply then has the same '119978.doc -16 - 200809058
寸且裏面具有互補空腔用於連接至已***之裝置的第二 板。接著將該板經由裝置連接而不與第一板直接接觸。接 著將浮動面板床移動至連接兩個裝置之板之下的位置並接 著供應壓力至該等板之特定區域以量測該等板之負載支承 與撓曲。利用氣壓施料器且將其水力應用於目標板上之兩 個位置處(根據PS 2-92測試要求)並由2,000碌容載計 (capacity load cell)讀取。亦利用高解析度數位編碼器來在 施加壓力(重量)之後記錄撓曲。 因此,在施加所測試之重量(壓力)時,將量測視為藉由 變異數分析(ANOVA)方法所得之計算值。此方法與回歸的 類似之處在於該方法用以研究並模型化反應變數與一或多 ㈣變數之間的關係。然而,變異數分析在兩個方面與回 ~不同·自變數為定性的(類別的),且未做出關於該關係 之性質的任何假定(亦即,該模型不包括變數之係數)。實 際上,變異數分析將用以測試兩個群體平均值之相等性的 雙樣本1:測試擴展至比較兩個以上平均值(其並非全部相等)之 相等H·的更一般之虛無假設。當處理之分類藉由兩個變數或 因子進行時,雙因子變異數分析測試群體平均值之相等性。 假定每-測試中之群體平均值相同並計算樣本平均值之 ^值以判定樣本平㈣之差異。此方法因此考慮#兩個樣 Ί值來自具有相同平均值之兩個處 距離的可驗。若P值較小,則得料體平均值不 論(亦即,小於0.05)。 j之… 下文之縮寫如下: H9978.doc -17· 200809058 DF=自由度。分佈較為展開的程度。隨著此量測變大, 分佈分散性變小。 SS =平方和。此表示量測之總變化。 MS=MS誤差,其為總標準差的平方。 F=F測試。此測試回答兩個群體變異數是否不同的問 題。此測試判定兩個群體顯示類似還是不同因子且因此在 所測試之群體之間使用樣本變異數。然而,此實際上僅當 樣本變異數存在時才測試該等樣本變異數之差異程度。大 於4之值的F值為顯著的,而盡可能接近於1意謂量測之群 平均值在兩個群體之間非常類似。 因此,分析如下所述:The inch has a complementary cavity therein for connection to the second plate of the inserted device. The plate is then connected via the device without direct contact with the first plate. The floating panel bed is then moved to a position below the plates connecting the two devices and supply pressure is applied to specific areas of the plates to measure the load bearing and deflection of the plates. The pneumatic applicator was used and its hydraulic force was applied to two locations on the target plate (according to the PS 2-92 test requirements) and read by a 2,000 capacity load cell. High resolution digital encoders are also utilized to record deflection after pressure (weight) is applied. Therefore, when the measured weight (pressure) is applied, the measurement is regarded as a calculated value obtained by the ANOVA method. This method is similar to regression in that it is used to study and model the relationship between a reaction variable and one or more (four) variables. However, the analysis of the variance is different from the back in two respects. The argument is qualitative (category) and no assumptions are made about the nature of the relationship (i.e., the model does not include the coefficients of the variables). In fact, the variance analysis will be used to test the equality of the two population means. Two-sample 1: The test is extended to compare the more general null hypotheses of the equal H· of two or more averages (which are not all equal). When the classification of the treatment is performed by two variables or factors, the two-factor variance analysis tests the equality of the population mean. It is assumed that the population averages in each test are the same and the value of the sample mean is calculated to determine the difference in the sample level (4). This method therefore considers that # two sample values are from the two distances with the same mean value. If the P value is small, the average value of the material is obtained (i.e., less than 0.05). j... The following abbreviations are as follows: H9978.doc -17· 200809058 DF=degree of freedom. The extent to which the distribution is more developed. As this measurement becomes larger, the dispersion of distribution becomes smaller. SS = sum of squares. This represents the total change in the measurement. MS = MS error, which is the square of the total standard deviation. F=F test. This test answers the question of whether the two population variability are different. This test determines whether the two populations show similar or different factors and therefore use sample variation between the populations tested. However, this actually tests the degree of difference in the number of sample variations only when the sample variation is present. An F value greater than 4 is significant, and as close as possible to 1 means that the average of the measurements is very similar between the two populations. Therefore, the analysis is as follows:
表1 展示使用下表面LTD及Η夾片之200 lb集中負載下Table 1 shows the use of the lower surface LTD and the Η clip under 200 lb concentrated load
之撓曲的ANOVA 來源 DF SS MS F P 材料 5 0.15101 0.03020 4.68 0.002 誤差 總和 8=0.08036 等級 N 35 0.22602 0.00646 40 0.37703 R-Sq=40.05% R-Sq(adj)=31.49°/〇 基於總StDev之平均值的個別95% Cl 平均值 StDev —------+-------+--——-+---------+- 乙醯 6 0.25117 0.02522 (-- ——) 鋁 6 0.24100 0.03013 (…- Η夾片 10 0.38790 0.09954 HDPE 6 0.28133 0.08078 (― 鋼 9 0.36578 0.10176 〇*-…一) 木材 4 0.37500 0.06746 (---------*-——) 總 StDev=0.08036 —+---------+---------+---------+- 0.240 0.320 0.400 0.480 119978.doc -18- 200809058 初始測試指示,乙醯及鋁下表面LTD關於200 1 b集中負 載下之撓曲顯著優於Η夾片。鋼、木材及HDPE與Η夾片差 異不顯著。 接著繼續進一步測試以判定極限集中負載在藉由一或多 個目標負載傳送裝置之負載支承能力方面是否不同。 表2ANOVA source of deflection DF SS MS FP material 5 0.15101 0.03020 4.68 0.002 error sum 8=0.08036 grade N 35 0.22602 0.00646 40 0.37703 R-Sq=40.05% R-Sq(adj)=31.49°/〇based on the total StDev average Individual 95% Cl value of value StDev —------+-------+--——-+---------+- 醯6 0.25117 0.02522 (-- ——) Aluminum 6 0.24100 0.03013 (...- Η clip 10 0.38790 0.09954 HDPE 6 0.28133 0.08078 (― Steel 9 0.36578 0.10176 〇*-...1) Wood 4 0.37500 0.06746 (---------*-—— ) Total StDev=0.08036 —+---------+---------+---------+- 0.240 0.320 0.400 0.480 119978.doc -18- 200809058 Initial The test indicates that the flexion of the acetonitrile and the aluminum lower surface LTD under the concentrated load of 200 1 b is significantly better than that of the Η clip. The difference between steel, wood and HDPE and Η clip is not significant. Continue to further test to determine the limit concentrated load at Whether the load support capability is different by one or more target load transfer devices. Table 2
展示下表面LTD及Η夾片之極限集中負載的ANOVA 72 源料差和=95. 來材誤總s==The ANOVA 72 source material difference showing the limit concentration of the lower surface LTD and the Η clip is =95. The total error is s==
DF SS MS F P 5 37397 7479 0.82 0.546 35 320691 9163 40 358088 R-Sq=10.44% R-Sq(adj)-0.00°/〇DF SS MS F P 5 37397 7479 0.82 0.546 35 320691 9163 40 358088 R-Sq=10.44% R-Sq(adj)-0.00°/〇
基於總StDev之平均值的個別95% CI 等級 N 平均值 StDev -+-----— -+—— ——+---------+-------- 乙醯 6 663.50 145.02 (… ---------*-----------) 鋁 6 562.67 52.63 (--------- 氺 •…―) Η夾片 10 614.10 81.37 (-…… -*——) HDPE 6 618.00 70.59 ( -*------------) 鋼 9 584.67 90.97 (…. * . 一……) 木材 4 總 StDev=95.72 621.50 130.36 (― ------- 490 560 —*--------------) 630 700Individual 95% CI rating based on the average of the total StDev N Average StDev -+------- -+—— ——+---------+-------- B醯6 663.50 145.02 (... ---------*-----------) Aluminum 6 562.67 52.63 (--------- 氺•...―) Η clip 10 614.10 81.37 (-...... -*——) HDPE 6 618.00 70.59 ( -*------------) Steel 9 584.67 90.97 (.... * . a...) Wood 4 Total StDev= 95.72 621.50 130.36 (― ------- 490 560 —*--------------) 630 700
測試亦指示,所有卞表面LTD均與Η夾片差異不顯著。 接著測試本發明之裝置之厚度變化。 表3The test also indicated that all 卞 surface LTD was not significantly different from Η clips. The thickness variation of the device of the present invention is then tested. table 3
展示使用兩個不同厚度之下表面LTD在200 lb 集中負載下的撓曲之ANOVA 119978.doc -19- 200809058 來源 DF SS MS F P 厚度 1 0.09264 0.09264 18.87 0.000 誤差 29 0.14236 0.00491 總和 30 0.23500 8=0.07006 R-Sq=39.42% R-Sq(adj)=37.33%ANOVA showing the deflection of the surface LTD under two concentrated thicknesses under a concentrated load of 200 lb 119978.doc -19- 200809058 Source DF SS MS FP Thickness 1 0.09264 0.09264 18.87 0.000 Error 29 0.14236 0.00491 Total 30 0.23500 8=0.07006 R -Sq=39.42% R-Sq(adj)=37.33%
基於總StDev之平均值的個別95% CI 等級 0.0625 0.1250 N 平均值 0.25783 0.36862 _____+_________+_________4-____ 18 13 \D t-L/W V 0.05181 (—— 0.08978 ·_______+_____ 一) (…一人歸——) _____4-___________+_________+____ 總 StDev=0 ·07006 麵睡_| | ··Μ麵鳙 0.250 0300 0.350 0.400 對兩個厚度之下表面LTD所進行之測試指示,.0625英吋 厚LTD關於200 lb集中負載下之撓曲表現地顯著優於」25 英吋厚LTD(例如,見圖3)。 接著對相同裝置測試極限集中負載以作為比較。 表4Individual 95% CI rating based on the average of the total StDev. 0.0625 0.1250 N Average 0.25783 0.36862 _____+_________+_________4-____ 18 13 \D tL/WV 0.05181 (- 0.08978 ·_______+_____ one) (...one person- ) _____4-___________+_________+____ Total StDev=0 ·07006 Face Sleep _| | ··Μ面鳙0.250 0300 0.350 0.400 Test instructions for the surface LTD under two thicknesses, .0625 inches thick LTD about 200 The deflection under lb concentrated load is significantly better than the "25 inch thick LTD" (see, for example, Figure 3). The limit concentration load was then tested on the same device for comparison. Table 4
展示兩個不同厚度之下表面ltd之極限集中 負載的ANOVA 來源 DF SS MS F P 厚度 1 2646 2646 0.26 0.614 誤差 29 295462 10188 總和 30 298107 S=100.9 R-Sq=0.89°/〇 R-Sq(adj)=0.00%ANOVA source showing the limit concentration of the surface under two different thicknesses DF SS MS FP Thickness 1 2646 2646 0.26 0.614 Error 29 295462 10188 Total 30 298107 S=100.9 R-Sq=0.89°/〇R-Sq(adj) =0.00%
基於總StDev之平均值的個別95% CI 等級 N 平均值 614.7 StDev +-,______ ____+_________+_________4-. 0.0625 18 ini 3 ( 氺 、 0.1250 13 596.0 100.4 (------------- …---------------) -------+---------+---------+—— 560 595 630 665Individual 95% CI rating based on the average of the total StDev N Average 614.7 StDev +-,______ ____+_________+_________4-. 0.0625 18 ini 3 ( 氺, 0.1250 13 596.0 100.4 (---------- --- ...---------------) -------+---------+---------+ 560 595 630 665
總 StDev=l〇〇.9 119978.doc -20 200809058 測試指示,在關於極限集中負載所研究之兩個厚度之間 不存在顯著差異(見表4)。 接著對此等相同裝置分析破壞負載。 表5Total StDev=l〇〇.9 119978.doc -20 200809058 The test indicates that there is no significant difference between the two thicknesses studied for the ultimate concentrated load (see Table 4). The same device is then analyzed for the damage load. table 5
展示兩傭不同厚度之下表面LTD在集中負載下 的破壞負載之ANOVA 來源 DF SS MS F P 厚度 1 208121 208121 28.40 0.000 誤差 29 212516 7328 總和 30 420637 S-85.60 R-Sq=49.48% R-Sq(adj)=47.74% 基於總StDev之平均值的個別95% Cl 等級 N 平均值 StDev -+------------+-----------+-· ---------+----------- 0.0625 18 415.28 73.09 ^_____*______) 0.1250 13 249.23 100.70 _+---------+---------+. 210 280 350 420ANOVA source DF SS MS FP thickness 1 208121 208121 28.40 0.000 error 29 212516 7328 sum 30 420637 S-85.60 R-Sq=49.48% R-Sq(adj) )=47.74% Individual 95% Cl based on the average of the total StDev Grade N Average StDev -+------------+-----------+-· - --------+----------- 0.0625 18 415.28 73.09 ^_____*______) 0.1250 13 249.23 100.70 _+---------+----- ----+. 210 280 350 420
總 StDev=85.60 測試已指示,.0625英吋下表面LTD關於破壞負載顯著優 於.125英吋下表面LTD。 假定集中負載測試已指示下表面LTD可與Η夾片表現地 一樣好,則進行關於幾何形狀之繼續測試以最佳化下表面 LTD。假定已判定.0625英吋下表面LTD關於200 lb集中負 載及破壞負載下之撓曲表現地顯著優於.125英吋下表面 LTD,則自進一步評估丟棄.125英吋LTD。 就2·25”、3.5”及4.5”三種大小對.0625英吋厚乙醯、鋁及 HDPE進行進一步測試: 119978.doc -21 - 200809058 表6The total StDev=85.60 test has indicated that the .0625 inch lower surface LTD is significantly better than the .125 inch lower surface LTD for the damage load. Assuming that the concentrated load test has indicated that the lower surface LTD can perform as well as the Η clip, a continuation test on the geometry is performed to optimize the lower surface LTD. Assuming that the .0625 inch lower surface LTD has a significantly better performance than the .125 inch lower surface LTD for a 200 lb concentrated load and a deflection under a destructive load, the .125 inch LTD is discarded from further evaluation. Further testing of .0625 inch thick bismuth, aluminum and HDPE for two sizes of 2·25”, 3.5” and 4.5”: 119978.doc -21 - 200809058 Table 6
展示關於所測試之三種大小之下表面LTD的200 lb 集中負載下之撓曲的ANOVAANOVA showing flexing at 200 lb concentrated load on surface LTD under three sizes tested
來源 DF SS MS F P 素坯大小 2 0.01299 0.00649 2.98 0.081 誤差 15 0.03264 0.00218 總和 17 0.04563 S=0.04665 R-Sq-28.46% R-Sq(adj)=18.92% 基於總StDev之平均值的個別95% Cl 等級 N 平均值 StDev …+---------+—-------+______________+__________ 2.25 6 0.25083 0.01951 (---------______) 3.50 6 0.22900 0.03472 (---------*_________) 4.50 6 0.29367 0.07030 (__________*_________) …+-----------+------------+----------+_________ 0.200 0.240 0.280 0.320 總 StDev=0 ·04665 表7Source DF SS MS FP Blank size 2 0.01299 0.00649 2.98 0.081 Error 15 0.03264 0.00218 Total 17 0.04563 S=0.04665 R-Sq-28.46% R-Sq(adj)=18.92% Individual 95% Cl grade based on the average of the total StDev N mean StDev ...+---------+--------+______________+__________ 2.25 6 0.25083 0.01951 (---------______) 3.50 6 0.22900 0.03472 (- --------*_________) 4.50 6 0.29367 0.07030 (__________*_________) ...+-----------+------------+--- -------+_________ 0.200 0.240 0.280 0.320 Total StDev=0 ·04665 Table 7
展示所測試之三種不同大小的下表面LTD之間 的極限集中負載之AN OVA 來源 DF SS MS F P 素:¾大小 2 16736 8368 0.80 0.469 誤差 15 157778 10519 總和 17 174514 S=102.6 R-Sq=9.59% R-Sq(adj)=〇.〇〇% 基於總StDev之平均值的個別95% Cl 等級 N 平均值 StDev -+------- 2.25 6 571.7 58.2 (—— 3.50 6 638.3 75.2 (---------- 一 J 4.50 6 634.2 150.0 (—— ) -+------ / 490 560 630 700 總 StDev= 102.6 119978.doc 22- 200809058 表8Demonstrates the limit concentration of the three different sizes of the tested surface between the LTD. AN OVA Source DF SS MS FP Prime: 3⁄4 Size 2 16736 8368 0.80 0.469 Error 15 157778 10519 Total 17 174514 S=102.6 R-Sq=9.59% R-Sq(adj)=〇.〇〇% Individual 95% Cl based on the average of the total StDev Grade N Average StDev -+------- 2.25 6 571.7 58.2 (- 3.50 6 638.3 75.2 (- --------- A J 4.50 6 634.2 150.0 (-) -+------ / 490 560 630 700 Total StDev= 102.6 119978.doc 22- 200809058 Table 8
展示使用不同大小下表面LTD之集中負載測試 期間之破壞負載的ANOVA 來源 DF SS MS F P 素链大小 2 9678 4839 0.89 0.430 誤差 15 81146 5410 總和 17 90824 8=73.55 R-Sq=10.66% R-Sq(adj )=0.00% 基於總StDev之平均值的個別95% Cl 等級 N 平均值 StDev —+-------- --------+-------- -+… 2.25 6 385.83 82.12 (― 氺 .·—一) 3,50 6 417.50 92.13 (—— *-------------) 4.50 6 442.50 31.58 (- 氺 —) …+-------- 一+— ---------+-------- —+… 350 400 450 500 總 StDev=73.55Demonstrate the ANOVA source of the damaging load during the concentrated load test using different sizes of surface LTD. DF SS MS FP prime chain size 2 9678 4839 0.89 0.430 error 15 81146 5410 sum 17 90824 8=73.55 R-Sq=10.66% R-Sq( Adj )=0.00% Individual 95% Cl based on the average of the total StDev Grade N Average StDev —+-------- --------+-------- -+ ... 2.25 6 385.83 82.12 (― 氺.·—1) 3,50 6 417.50 92.13 (—— *-------------) 4.50 6 442.50 31.58 (- 氺—) ...+-- ------ One + -- ---------+-------- —+... 350 400 450 500 Total StDev=73.55
由此,測試已指示,在不同大小材料之間不存在關於 200 lb集中負載、極限集中負載及破壞負載下之撓曲的顯 著差異。 儘管在不同大小材料之間不存在顯著差異,但似乎存在 指示較大(較長)的下表面1^0更好地適於滿足最小400卟 破壞負載之要求的模式。此外,自分析結果看來,乙醯材 料較其他材料顯示出甚至在極限負載下之在測試期間破壞 LTD上方或下方之肩部的更小傾向。因此,儘管不做要 求’但此材料優於其他材料。 儘管已結合某些較佳實施例及實踐來描述並揭示本發 明,但絕不意欲將本發明限於彼等特定實施例,而是,本 119978.doc -23 - 200809058 發明意欲涵蓋可由附加夕由&由 、 申明專利範圍及其均等物之範疇 所疋義之結構均等物及所古接h ☆ 及所有替代實施例及修改。 【圖式簡單說明】 圖1為***相鄰木板之用 ^ <周圍邊緣之空腔内的卵形圓盤之 橫截面圖。 圖2為顯不增加之表面積之卵形圓盤的橫截面圖。 圖3為顯不增加之表面積之矩形圓盤的橫截面視。Thus, the test has indicated that there is no significant difference between the different sized materials regarding the 200 lb concentrated load, the concentrated concentrated load, and the deflection under the damaging load. Although there are no significant differences between materials of different sizes, there appears to be a pattern indicating that the larger (longer) lower surface 1 0 is better suited to meet the minimum 400 破坏 breaking load requirement. In addition, from the results of the analysis, the bismuth material showed a smaller tendency to break the shoulder above or below the LTD during the test even under extreme load even under other loads. Therefore, although not required, this material is superior to other materials. Although the present invention has been described and illustrated in connection with the preferred embodiments and embodiments of the present invention, the invention is not intended to be limited to the specific embodiments, but the invention is intended to cover & Structures and equivalents of the scope of the patent and its equivalents, and all alternatives and modifications. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a cross-sectional view of an oval disk inserted into a cavity of a peripheral edge of an adjacent wooden board. Figure 2 is a cross-sectional view of an oval disk having an increased surface area. Figure 3 is a cross-sectional view of a rectangular disk showing a surface area that does not increase.
。圖4為在中點處具有銷且***兩個木板之空腔内之矩形 圓盤的橫截面圖,每一木板顯示張開部以在使用期間促進 該矩形圓盤之***。 【主要元件符號說明】 10 圓盤 12 空腔 13 周圍邊緣 14 空腔 15 周圍邊緣 16 板 18 板 20 頂部部分 22 頂部部分 24 卵形裝置 26 矩形裝置 28 圓盤 30 中點 119978.doc -24- 200809058 36 張開部分 38 張開部分 40 張開部 42 張開部 44 空腔 46 空腔 48 周圍邊緣 50 周圍邊緣 _ 119978.doc -25-. Figure 4 is a cross-sectional view of a rectangular disk having a pin at the midpoint and inserted into the cavity of two planks, each panel showing a flare to facilitate insertion of the rectangular disk during use. [Main component symbol description] 10 Disc 12 Cavity 13 Peripheral edge 14 Cavity 15 Peripheral edge 16 Plate 18 Plate 20 Top portion 22 Top portion 24 Oval device 26 Rectangular device 28 Disc 30 Midpoint 119978.doc -24- 200809058 36 Opening part 38 Opening part 40 Opening part 42 Opening part 44 Cavity 46 Cavity 48 Surrounding edge 50 Surrounding edge _ 119978.doc -25-
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CN114277927A (en) * | 2022-02-17 | 2022-04-05 | 石家庄铁道大学 | Assembled steel-wood combined structure and assembling method thereof |
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-
2007
- 2007-04-04 WO PCT/US2007/008505 patent/WO2007142734A1/en active Application Filing
- 2007-04-13 AR ARP070101601A patent/AR063938A1/en unknown
- 2007-04-13 TW TW096113020A patent/TW200809058A/en unknown
- 2007-04-13 KR KR1020070036661A patent/KR20070101822A/en not_active Application Discontinuation
Cited By (3)
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CN106320564A (en) * | 2016-09-06 | 2017-01-11 | 沈阳远大瑞福工程技术有限公司 | Alignment connector of concave-box wallboard |
CN114277927A (en) * | 2022-02-17 | 2022-04-05 | 石家庄铁道大学 | Assembled steel-wood combined structure and assembling method thereof |
CN114277927B (en) * | 2022-02-17 | 2024-03-15 | 石家庄铁道大学 | Assembled steel-wood combined structure and assembling method thereof |
Also Published As
Publication number | Publication date |
---|---|
WO2007142734A1 (en) | 2007-12-13 |
US20070240375A1 (en) | 2007-10-18 |
AR063938A1 (en) | 2009-03-04 |
KR20070101822A (en) | 2007-10-17 |
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