TWM543895U - The construction of metal siding - Google Patents
The construction of metal siding Download PDFInfo
- Publication number
- TWM543895U TWM543895U TW105219357U TW105219357U TWM543895U TW M543895 U TWM543895 U TW M543895U TW 105219357 U TW105219357 U TW 105219357U TW 105219357 U TW105219357 U TW 105219357U TW M543895 U TWM543895 U TW M543895U
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- Prior art keywords
- joint portion
- plate
- plane
- flange
- wall
- Prior art date
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- 229910052751 metal Inorganic materials 0.000 title claims description 129
- 239000002184 metal Substances 0.000 title claims description 129
- 238000010276 construction Methods 0.000 title claims description 37
- 229910000831 Steel Inorganic materials 0.000 claims description 85
- 239000010959 steel Substances 0.000 claims description 85
- 238000000034 method Methods 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims 1
- 239000000463 material Substances 0.000 description 3
- 230000002265 prevention Effects 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
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- Finishing Walls (AREA)
Description
本新型係關於金屬壁板及其施工構造,尤指一種於壁板設置第一結合部及第二結合部,讓相鄰的壁板,得以第一結合部與第二結合部互為插設結合,或互為勾扣定位,以配合金屬壁板的結合需求,以提升金屬壁板的抗風壓效果;並藉由設置於金屬壁板內側之定位板,讓金屬壁板得與其他金屬板搭配結合,以組成特殊形狀、外觀的金屬建築物,提升金屬建築的美感與實用性。 The present invention relates to a metal wall panel and a construction structure thereof, and particularly to a first joint portion and a second joint portion disposed on the wall panel, so that the adjacent joint wall portion can be inserted into the first joint portion and the second joint portion. Bonding, or mutual hooking, to meet the bonding requirements of metal siding to enhance the wind pressure resistance of the metal siding; and to make the metal siding and other metal by the positioning plate disposed inside the metal siding The combination of the panels to form a metal structure with a special shape and appearance enhances the aesthetic and practicality of the metal building.
按習知金屬壁板,如本案新型人前申請之新型第I540243號,主要乃是於板面兩側設第一結合部與第二結合部,當相鄰金屬壁板互相結合後,得以金屬壁板之第一結合部與另一金屬壁板之第二結合部互相結合,且以第一結合部之彈性卡合端與第二結合部之卡合突條互相卡合,並藉由第一結合部之彈性卡合端之複數凹緣得以產生適當卡固第二結合部之卡合突條邊側之作用,讓相鄰金屬壁板互相結合後不易分離,且可避免金屬壁板於施工鎖合前變形。惟其問題是無法與不同外觀的金屬板進行卡合或扣合結合,使得金屬建築物的外觀造型欠缺變化 According to the conventional metal siding, as in the new type No. I540243 of the present application, the first joint portion and the second joint portion are mainly disposed on both sides of the board surface, and when the adjacent metal wall plates are combined with each other, the metal wall is obtained. The first joint portion of the first joint portion and the second joint portion of the other metal wall panel are coupled to each other, and the elastic engagement end of the first joint portion and the engaging protrusion of the second joint portion are engaged with each other, and by the first The plurality of concave edges of the elastic engaging end of the joint portion can appropriately clamp the side of the engaging protrusion of the second joint portion, so that the adjacent metal wall plates are not easily separated after being combined with each other, and the metal wall plate can be prevented from being locked in the construction. Deformed before. However, the problem is that it cannot be engaged or buckled with metal sheets of different appearances, which makes the appearance of metal buildings lack changes.
為此,本案新型人基於從事金屬建材之加工、製造與施工經驗,特針對前揭新型之問題加以研究,乃再新型本案。 To this end, the new type of person in this case is based on the experience of processing, manufacturing and construction of metal building materials, and special research on the problems of the new type of pre-existing is a new type of case.
本新型之目的,乃是在提供一種可與其他不同形狀的金屬板互相結合以組成特殊造型金屬建築物的金屬壁板及其施工構造之創新。 The purpose of the present invention is to provide an innovation in metal panels that can be combined with other differently shaped metal sheets to form a special shaped metal building and its construction.
為達前述目的,本新型之金屬壁板及其施工構造,其中壁板,係由板面、第一結合部與第二結合部組成,得藉由前述第一結合部、第二結合部讓相鄰的壁板,得以第一結合部與第二結合部互為插設結合;或互為勾扣定位,以讓相鄰互相結合的壁板得以選擇性的結合定位,提升金屬壁板的抗風壓效果。 In order to achieve the above object, the metal panel of the present invention and the construction structure thereof, wherein the wall panel is composed of a panel surface, a first joint portion and a second joint portion, the first joint portion and the second joint portion are allowed to be Adjacent wall panels can be inserted into and combined with the first joint portion and the second joint portion; or can be positioned with each other to allow the adjacent mutually joined wall panels to be selectively combined and positioned to lift the metal wall panel. Wind pressure resistance.
本新型之金屬壁板及其施工構造,其中可於金屬壁板內側設置有定位板,可先藉由該定位板與鋼架栓設結合,再與其他形狀之金屬板互相結合,以組成特殊形狀、外觀的金屬建築物,提升金屬建築的美感與實用性。 The metal wall panel of the present invention and the construction structure thereof can be provided with a positioning plate on the inner side of the metal wall panel, which can be firstly combined with the steel frame by the positioning plate, and then combined with other shapes of metal plates to form a special Metal buildings of shape and appearance enhance the aesthetic and practicality of metal construction.
1‧‧‧壁板 1‧‧‧ siding
1a、1b‧‧‧壁板 1a, 1b‧‧‧ siding
10‧‧‧板面 10‧‧‧ board
100‧‧‧內板面 100‧‧‧ inner board
11‧‧‧第一結合部 11‧‧‧ First Joint Department
110‧‧‧第一下延伸面 110‧‧‧First extension surface
111‧‧‧第一平面 111‧‧‧ first plane
11a‧‧‧第一槽面 11a‧‧‧ first groove surface
112‧‧‧第二下延伸面 112‧‧‧Second lower extension
113‧‧‧第二平面 113‧‧‧ second plane
114‧‧‧角端 114‧‧‧ corner
115‧‧‧外角端 115‧‧‧outer corner
11b‧‧‧第一突出面 11b‧‧‧First prominent surface
12‧‧‧第二結合部 12‧‧‧Second junction
120‧‧‧第一下延伸面 120‧‧‧First extension surface
121‧‧‧第一平面 121‧‧‧ first plane
12a‧‧‧第二突出面 12a‧‧‧second protruding surface
122‧‧‧第二下延伸面 122‧‧‧Second lower extension
123‧‧‧第二平面 123‧‧‧ second plane
12b‧‧‧第二槽面 12b‧‧‧second groove surface
130‧‧‧第一突點 130‧‧‧First bump
131‧‧‧第三平面 131‧‧‧ third plane
132‧‧‧第一彎鉤 132‧‧‧First hook
133‧‧‧第一勾槽 133‧‧‧First hook slot
134‧‧‧第四平面 134‧‧‧fourth plane
135‧‧‧倒折端 135‧‧‧ inverted end
110a‧‧‧第一下延伸面 110a‧‧‧First extension surface
125‧‧‧外角端 125‧‧‧outer corner
2‧‧‧定位板 2‧‧‧ Positioning board
20‧‧‧第一立面 20‧‧‧First Facade
200‧‧‧上端面 200‧‧‧ upper end
21‧‧‧第一突緣 21‧‧‧First flange
21a‧‧‧第一突緣 21a‧‧‧First flange
210‧‧‧第一折角 210‧‧‧First fold
211‧‧‧第一下邊面 211‧‧‧ first lower side
22‧‧‧第二突緣 22‧‧‧second flange
220‧‧‧第二折角 220‧‧‧second angle
221‧‧‧第二下邊面 221‧‧‧second lower side
23‧‧‧第二橫面 23‧‧‧Second horizontal
23a‧‧‧延伸橫面 23a‧‧‧Extended horizontal
S1‧‧‧栓設元件 S1‧‧‧Equipment components
24‧‧‧空隙 24‧‧‧ gap
24a‧‧‧空隙 24a‧‧‧ gap
25‧‧‧空隙 25‧‧‧ gap
S2‧‧‧栓設元件 S2‧‧‧Equipment components
3‧‧‧金屬板 3‧‧‧Metal plates
3a‧‧‧第一金屬板 3a‧‧‧First metal plate
3b‧‧‧第二金屬板 3b‧‧‧second metal plate
30‧‧‧峰部 30‧‧‧ Peak Department
31‧‧‧槽部 31‧‧‧ slot department
32‧‧‧第一結合端 32‧‧‧First joint end
33‧‧‧第二結合端 33‧‧‧Second junction
330‧‧‧第二平面 330‧‧‧ second plane
331‧‧‧第一突點 331‧‧‧ first bump
332‧‧‧第三平面 332‧‧‧ third plane
333‧‧‧第一彎鉤 333‧‧‧First hook
334‧‧‧第一勾槽 334‧‧‧First hook slot
335‧‧‧第四平面 335‧‧‧fourth plane
336‧‧‧倒折端 336‧‧‧ inverted end
4‧‧‧鋼樑或鋼架或C形鋼 4‧‧‧Steel beam or steel frame or C-shaped steel
5‧‧‧平板狀金屬墊片 5‧‧‧flat metal gasket
5a‧‧‧彎曲狀金屬墊片 5a‧‧‧Bend metal gasket
50‧‧‧短平面 50‧‧‧Short plane
5b‧‧‧彎曲狀金屬墊片 5b‧‧‧Bend metal gasket
51‧‧‧長平面 51‧‧‧ long plane
圖1、1A及1B是本新型金屬壁板實施例一的視圖與部分放大視圖。 1, 1A and 1B are a view and a partial enlarged view of a first embodiment of the novel metal panel.
圖2、2A及2B是本新型相鄰金屬壁板實施例一互相結合的視圖與部分放大視圖。 2, 2A and 2B are a perspective view and a partial enlarged view of the first embodiment of the present invention adjacent to the metal panel.
圖3是本新型施工構造實施例一之分解視圖。 Figure 3 is an exploded view of the first embodiment of the construction structure of the present invention.
圖4是本新型定位板的前視圖。 Figure 4 is a front elevational view of the positioning plate of the present invention.
圖4A-4B是圖4之A-A定位板實施例一及二之剖視圖。 4A-4B are cross-sectional views of the first and second embodiments of the A-A positioning plate of Fig. 4.
圖5是圖3之組合視圖及部分放大視圖。 Figure 5 is a combined view and a partial enlarged view of Figure 3.
圖5A及5B是圖5之部分放大視圖。 5A and 5B are partial enlarged views of Fig. 5.
圖5C是圖5之C-C之剖視圖。 Figure 5C is a cross-sectional view taken along line C-C of Figure 5.
圖6是本新型金屬壁板實施例二與定位板實施例三的施工構造實施例二之分解視圖。 Fig. 6 is an exploded perspective view showing a second embodiment of the construction structure of the second embodiment of the present invention and the third embodiment of the positioning plate.
圖7及7A是圖6之組合圖及部分放大視圖。 7 and 7A are a combination view and a partial enlarged view of Fig. 6.
圖8是本新型金屬壁板與定位板實施例四的施工構造實施例三之分解視圖。 Fig. 8 is an exploded perspective view showing the third embodiment of the construction structure of the fourth embodiment of the present invention.
圖9及9A是圖8之組合圖及部分放大視圖。 9 and 9A are a combination view and a partial enlarged view of Fig. 8.
圖10A、10B及10C是本新型與墊片實施例一、二及三結合後之放大視圖。 10A, 10B and 10C are enlarged views of the present invention in combination with the first, second and third embodiments of the spacer.
圖11A、11B及11C是本新型可運用之金屬板之實施例。 11A, 11B and 11C are embodiments of the metal plate that can be used in the present invention.
圖12、12A及12B是本新型施工構造實施例四之視圖及部分放大視圖。 12, 12A and 12B are a view and a partial enlarged view of a fourth embodiment of the construction construction of the present invention.
圖13是本新型施工構造實施例四之建物物部分外觀圖。 Fig. 13 is a partial perspective view showing the structure of the fourth embodiment of the construction structure of the present invention.
為使 貴審查官得以充分了解本創作之金屬壁板及其施工構造,茲依附圖式解說如下。 In order to enable your examiner to fully understand the metal siding of this creation and its construction structure, the following is explained in the following figure.
如圖1~2B,為本創作之金屬壁板實施例一,本實施例一至少包含:壁板1,係由板面10、第一結合部11與第二結合部12組成。前述板面10得為平板狀或者有其他簡易淺紋路,均無不可。前述板面10之內側並設內板面100。 As shown in FIG. 1 to FIG. 2B , in the first embodiment of the present invention, the first embodiment includes a panel 1 , a first joint portion 11 and a second joint portion 12 . The plate surface 10 has a flat shape or other simple shallow lines, and it is impossible. An inner panel surface 100 is disposed on the inner side of the plate surface 10.
如圖1、1A、2及2B,前述第一結合部11並自板面10之一端向下延伸一定高度後形成第一下延伸面110,前述第一下延伸面110的末端再向外延伸一定長度以形成第一平面111,並由前述第一下延伸面110與第一平面111共同組成第一槽面11a,為使相鄰金屬壁板得以結合穩固,前述第一下延伸面110並形成適當的內傾斜狀,亦即第一下延伸面110與第一平面111之間的夾角以小於90度為最理想。前述第一平面111末端再向下形成第二下延伸面112,且於前述第二下延伸面112末端再向內形成第二平面113,並藉由第一平面111、第二下延伸面112及第二平面113組成第一突出面11b。前述第二下延伸面112與第二平 面113之間的夾角以大於90度為最理想,可以提供前述第一突出面11b較大之結合彈性變化。 As shown in FIG. 1, 1A, 2, and 2B, the first joint portion 11 extends downward from a certain end of the plate surface 10 to form a first lower extending surface 110, and the end of the first lower extending surface 110 extends outward. a first length 111 is formed to form a first plane 111, and the first lower extension surface 110 and the first plane 111 together form a first groove surface 11a. In order to make the adjacent metal wall panels bond stably, the first lower extension surface 110 is It is preferable to form an appropriate inner inclined shape, that is, an angle between the first lower extending surface 110 and the first flat surface 111 is less than 90 degrees. The second lower surface 112 is further formed at the end of the first plane 111, and the second plane 113 is further formed inwardly at the end of the second lower extension surface 112, and the first plane 111 and the second lower extension surface 112 are formed. And the second plane 113 constitutes the first protruding surface 11b. The second lower extension surface 112 and the second flat The angle between the faces 113 is preferably greater than 90 degrees, and a large combined elastic change of the first projecting faces 11b can be provided.
如圖1、1B、2及2A,前述第二結合部12並自板面10之另一端向下延伸一定高度後形成第一下延伸面120,前述第一下延伸面120的末端再向內延伸一定長度以形成第一平面121,並由前述板面10、第一下延伸面120與第一平面121共同組成第二突出面12a,以配合前述第一結合部11的第一槽面11a之形狀(如圖2B),且為使相鄰金屬壁板得以結合穩固,前述第一下延伸面120並形成適當的外傾斜狀,亦即第一下延伸面120與第一平面121之間的夾角以大於90度為最理想。前述第一平面121末端再向下形成第二下延伸面122,且於前述第二下延伸面112末端再向外形成第二平面123,並藉由第一平面121、第二下延伸面122及第二平面123組成第二槽面12b。前述第二下延伸面122與第二平面123之間的夾角以小於90度為最理想,可以提供前述第二槽面12b較大之結合彈性變化。前述第二結合部12的第二平面123再向外延伸,並形成有第一突點130,位於第一突點130外側的第三平面131,及由前述第三平面131末端向上彎折的第一彎鉤132,並藉由第三平面131與第一彎鉤132形成適當深度的第一勾槽133,且該第三平面131與第一彎鉤132的結合角度以小於30度為最佳。及前述第一彎鉤132反摺後再形成第四平面134,並於第四平面134末端呈現倒折端135。 As shown in FIG. 1 , 1B , 2 and 2A , the second joint portion 12 extends downward from the other end of the plate surface 10 to form a first lower extension surface 120 , and the end of the first lower extension surface 120 is further inward. Extending a certain length to form a first plane 121, and the first plate surface 10, the first lower extending surface 120 and the first plane 121 together form a second protruding surface 12a to fit the first groove surface 11a of the first joint portion 11 The shape (as shown in FIG. 2B), and in order to make the adjacent metal wall panels bond and stabilize, the first lower extending surface 120 is formed into a suitable outer inclined shape, that is, between the first lower extending surface 120 and the first plane 121. The angle is preferably greater than 90 degrees. The second lower surface 122 is further formed at the end of the first plane 121, and the second plane 123 is further formed outwardly at the end of the second lower extension surface 112, and is formed by the first plane 121 and the second lower extension surface 122. And the second plane 123 constitutes the second groove surface 12b. Preferably, the angle between the second lower extension surface 122 and the second plane 123 is less than 90 degrees, and a large elastic change of the second groove surface 12b can be provided. The second plane 123 of the second joint portion 12 extends outwardly, and is formed with a first protrusion 130, a third plane 131 located outside the first protrusion 130, and an upper end bent by the third plane 131. The first hook 132 is formed by the third plane 131 and the first hook 132 to form a first hook groove 133 of a proper depth, and the angle of the third plane 131 and the first hook 132 is less than 30 degrees. good. After the first hooks 132 are folded back, the fourth plane 134 is formed, and the inverted ends 135 are formed at the ends of the fourth plane 134.
如圖2B,可藉由壁板1a的第一結合部11的第一槽面11a及第一突出面11b以與相鄰壁板1b的第二結合部12的第二突出面12a及第二槽面12b對應結合,即可讓相鄰壁板1a、1b以第一種方法互相結合。或如圖2及2A,可藉由壁板1a的第一結合部11之第一突出面11b的第二下延伸面112勾設結合於相鄰壁板1b的第二結合部12的第一勾槽133,並藉由壁板1b的第二結合部12的第一彎 鉤132末端抵頂於壁板1a的第一結合部11之第一突出面11b的第二下延伸面112內側,並讓前述壁板1b的第二結合部12的第一突點130得以為壁板1a的第一結合部11之第一突出面11b之角端114抵頂,即可讓相鄰壁板1a、1b以第二種方法互相卡勾結合。故而,本創作得藉由前述第一結合部、第二結合部讓相鄰金屬壁板互為插設結合或互為勾扣定位,讓相鄰金屬壁板得以依據施工方式選擇結合定位之方法,提升金屬壁板的抗風壓效果。 As shown in FIG. 2B, the first groove surface 11a and the first protrusion surface 11b of the first joint portion 11 of the wall panel 1a can be combined with the second protrusion surface 12a and the second joint portion 12a of the second joint portion 12 of the adjacent wall panel 1b. The groove faces 12b are combined so that the adjacent wall panels 1a, 1b can be joined to each other in the first method. Or as shown in FIG. 2 and FIG. 2A, the first lower joint surface 112 of the first joint surface 11b of the first joint portion 11 of the wall panel 1a can be hooked to the first joint portion 12 of the adjacent wall panel 1b. The groove 133 is formed by the first bend of the second joint portion 12 of the wall panel 1b The end of the hook 132 abuts against the inner side of the second lower extending surface 112 of the first protruding surface 11b of the first joint portion 11 of the wall panel 1a, and allows the first protrusion 130 of the second joint portion 12 of the wall panel 1b to be The corner end 114 of the first protruding surface 11b of the first joint portion 11 of the wall panel 1a abuts, so that the adjacent wall panels 1a, 1b can be hooked to each other in the second method. Therefore, the first joint portion and the second joint portion of the present invention allow adjacent metal wall panels to be inserted or combined with each other or positioned for each other, so that adjacent metal panels can be combined and positioned according to the construction method. Improve the wind pressure resistance of metal siding.
如圖3~5C,為本創作施工構造之實施例一,本實施例一於施工過程中,係於壁板1的內板面100設置有定位板2。前述定位板2為一種板材,可由各種材質,如鋼板、鋁合金或其他金屬材質或甚至塑膠強材質一體成型製成,均無不可。前述定位板2設有第一立面20,前述第一立面20的上端面200可以為任意形狀,為線性(如圖4A)或面狀(如圖4B),只要可以抵頂於壁板1之內板面100,均無不可。 As shown in FIG. 3 to FIG. 5C, in the first embodiment of the present invention, in the construction process, the positioning plate 2 is disposed on the inner panel surface 100 of the wall panel 1. The positioning plate 2 is a kind of plate material, and can be formed by various materials, such as steel plates, aluminum alloys or other metal materials or even strong plastic materials. The positioning plate 2 is provided with a first façade 20, and the upper end surface 200 of the first façade 20 can be any shape, linear (as shown in FIG. 4A) or planar (as shown in FIG. 4B), as long as it can be abutted against the siding No. 100 inside the board.
如圖3~5C,前述定位板2,位於前述第一立面20一側設第一突緣21,於前述第一突緣21之上方後端設第一折角210,係由第一立面20的上端面200一側向下延伸並與第一突緣21的上後端所共同夾設形成,於前述第一突緣21之下方並形成適當的第一下邊面211,前述第一下邊面211並與第二橫面23形成僅有一端點之接觸狀態。前述第二橫面23之兩端可以縮入第一立面20之兩側(如圖3、4、5、6及7);或前述第二橫面23之一端或兩端可以往外延伸一定寬度之延伸橫面23a,前述延伸橫面23a並大於前述第一立面20之一側或兩側之寬度,均無不可,如圖6之定位板實施例三的一端的延伸橫面23a之寬度即大於第一立面20對應側之寬度。 As shown in FIG. 3 to FIG. 5C, the positioning plate 2 is provided with a first flange 21 on the side of the first vertical surface 20, and a first corner 210 is disposed at the upper rear end of the first flange 21, and is formed by the first vertical surface. The upper end surface 200 of the 20 extends downwardly and is formed integrally with the upper rear end of the first flange 21, and forms a suitable first lower surface 211 below the first flange 21, the first The lower surface 211 and the second lateral surface 23 form a contact state with only one end. The two ends of the second lateral surface 23 may be retracted into the two sides of the first façade 20 (as shown in Figures 3, 4, 5, 6 and 7); or one or both ends of the second lateral surface 23 may extend outwardly. The extending lateral surface 23a of the width, the extending lateral surface 23a is larger than the width of one side or both sides of the first vertical surface 20, and is not possible, as shown by the extending lateral surface 23a of one end of the third embodiment of the positioning plate of FIG. The width is greater than the width of the corresponding side of the first façade 20.
如圖3~5C,前述定位板2,位於前述第一立面20的另一側設第二突緣22,於前述第二突緣22之下方後端設第二折角220,係由第一立面20的上端面200側邊與第二突緣22的下方後端共同夾設形成,於前述第二突緣22下方並形成適當的第二下邊面221,前述第二下邊面221末端並與第二橫面23為接觸狀。 As shown in FIG. 3 to FIG. 5C, the positioning plate 2 is provided with a second flange 22 on the other side of the first vertical surface 20, and a second corner 220 is disposed at the lower rear end of the second flange 22, which is the first The side of the upper end surface 200 of the façade 20 is formed integrally with the lower rear end of the second flange 22, and a suitable second lower surface 221 is formed below the second flange 22, and the second lower surface 221 ends. It is in contact with the second lateral surface 23.
如圖3~5C,前述定位板2,位於第一立面20下方設第二橫面23,可藉由栓設元件S1將前述第二橫面23栓設於鋼架或C形鋼或鋼樑上,再將壁板1與定位板2結合(如圖5C)。當定位板與壁板1結合時,係可藉由前述定位板2的第一突緣21設置入前述壁板1之第一結合部11的第一突出面11b內側,並讓第一突緣21之第一折角210為壁板1之第一結合部11的第一槽面11a的外角端115抵頂,再以第一突緣21的上端面為前述壁板1之第一結合部11的第一槽面11a之第一平面111抵頂,且讓定位板2的第一突緣21與壁板1之第一結合部11之結合產生適當之空隙24(如圖5、5A),以確保定位板2的第一突緣21與壁板1之第一結合部11之結合具有適當的調整彈性。其次,並可藉由前述定位板2的第二突緣22設置入前述壁板1之第二結合部12的第二突出面12a內側,並讓第二突緣22之第二折角220為壁板1之第二結合部12的第二槽面12b的外角端125抵頂,再以第二突緣22的下端面為前述壁板1之第二結合部12的第二槽面12b之第一平面121抵頂,且讓定位板2的第二突緣22與壁板1之第二結合部12之結合產生適當之空隙25(如圖5、5B),以確保定位板2的第二突緣22與壁板1之第二結合部12之結合具有適當的調整彈性。且當壁板1與定位板2結合後,再以栓設元件S2自壁板1之第四平面134栓設入鋼架或鋼樑或C形鋼,即可固定,最後,再將相鄰壁板1a、1b為選擇性的互相結合(可參前述),即可快速施工,並增加結構強度、防止變形,並抗風壓。 3 to 5C, the positioning plate 2 is disposed below the first vertical surface 20 and has a second lateral surface 23, and the second horizontal surface 23 can be bolted to the steel frame or C-shaped steel or steel by the bolting element S1. On the beam, the wall panel 1 is combined with the positioning plate 2 (Fig. 5C). When the positioning plate is combined with the wall panel 1, the first flange 21 of the positioning plate 2 can be disposed inside the first protruding surface 11b of the first joint portion 11 of the wall panel 1 and the first flange is provided. The first corner 21 of the first joint portion 11 of the wall panel 1 is abutted against the outer corner end 115 of the first groove portion 11a of the first joint portion 11, and the upper end surface of the first flange 21 is the first joint portion 11 of the wall panel 1 The first plane 111 of the first groove surface 11a is abutted, and the first flange 21 of the positioning plate 2 is combined with the first joint portion 11 of the wall panel 1 to form a suitable gap 24 (see Figs. 5, 5A). It is ensured that the combination of the first flange 21 of the positioning plate 2 and the first joint portion 11 of the wall panel 1 has an appropriate adjustment elasticity. Secondly, the second flange 22 of the positioning plate 2 can be disposed inside the second protruding surface 12a of the second joint portion 12 of the wall panel 1 and the second corner 220 of the second flange 22 is a wall. The outer corner end 125 of the second groove surface 12b of the second joint portion 12 of the plate 1 abuts, and the lower end surface of the second flange 22 is the second groove surface 12b of the second joint portion 12 of the wall panel 1 A plane 121 is abutted, and the second flange 22 of the positioning plate 2 is combined with the second joint 12 of the wall panel 1 to form a suitable gap 25 (as shown in FIGS. 5, 5B) to ensure the second of the positioning plate 2. The combination of the flange 22 and the second joint 12 of the panel 1 has an appropriate adjustment elasticity. And when the wall panel 1 is combined with the positioning plate 2, the bolting member S2 is bolted from the fourth plane 134 of the wall panel 1 into the steel frame or the steel beam or the C-shaped steel, which can be fixed, and finally, adjacent The panels 1a, 1b are selectively joined to each other (see above) for rapid construction, increased structural strength, deformation prevention, and resistance to wind pressure.
如圖6~7B,為本創作之施工構造之實施例二,本實施例二係自前述實施例一衍生而得,當定位板與壁板1結合時,係可藉由前述定位板2的第一突緣21設置入前述壁板1之第一結合部11的第一突出面11b內側,並讓第一突緣21之第一折角210為壁板1之第一結合部11的第一槽面11a的外角端115抵頂,再以第一突緣21的上端面為前述壁板1之第一結合部11的第一槽面11a之第一平面111抵頂,且讓定位板2的第一突緣21與壁板1之第一結合部11之結合產生適當之空隙24(如圖7、7A),以確保定位板2的第一突緣21與壁板1之第一結合部11之結合具有適當的調整彈性。其次,並可藉由前述定位板2的第二突緣22設置入前述壁板1之第二結合部12的第二突出面12a內側,並讓第二突緣22之第二折角220為壁板1之第二結合部12的第二槽面12b的外角端125抵頂,再以第二突緣22的下端面為前述壁板1之第二結合部12的第二槽面12b之第一平面121抵頂,且讓定位板2的第二突緣22與壁板1之第二結合部12之結合產生適當之空隙25(如圖7、7A),以確保定位板2的第二突緣22與壁板1之第二結合部12之結合具有適當的調整彈性。且當壁板1與定位板2結合後,再以栓設元件S2自壁板1之第四平面134與定位板2之延伸橫面23a同時栓設入鋼架或鋼樑或C形鋼,即可固定,最後,再將相鄰壁板1a、1b為選擇性的互相結合(可參前述),即可快速施工,並增加結構強度、防止變形,並抗風壓。 As shown in FIG. 6 to FIG. 7B, the second embodiment of the present invention is derived from the first embodiment. When the positioning plate is combined with the wall panel 1, the positioning plate 2 can be used. The first flange 21 is disposed inside the first protruding surface 11b of the first joint portion 11 of the wall panel 1 and the first corner 210 of the first flange 21 is the first of the first joint portion 11 of the wall panel 1. The outer corner end 115 of the groove surface 11a is abutted, and the upper end surface of the first flange 21 is abutted against the first plane 111 of the first groove surface 11a of the first joint portion 11 of the wall panel 1 and the positioning plate 2 is allowed. The combination of the first flange 21 and the first joint portion 11 of the wall panel 1 produces a suitable gap 24 (as shown in Figs. 7, 7A) to ensure the first combination of the first flange 21 of the positioning plate 2 and the panel 1. The combination of the portions 11 has an appropriate adjustment flexibility. Secondly, the second flange 22 of the positioning plate 2 can be disposed inside the second protruding surface 12a of the second joint portion 12 of the wall panel 1 and the second corner 220 of the second flange 22 is a wall. The outer corner end 125 of the second groove surface 12b of the second joint portion 12 of the plate 1 abuts, and the lower end surface of the second flange 22 is the second groove surface 12b of the second joint portion 12 of the wall panel 1 A flat surface 121 is abutted, and the second flange 22 of the positioning plate 2 is combined with the second joint portion 12 of the wall panel 1 to form a suitable gap 25 (as shown in FIGS. 7 and 7A) to ensure the second position of the positioning plate 2. The combination of the flange 22 and the second joint 12 of the panel 1 has an appropriate adjustment elasticity. And when the wall panel 1 is combined with the positioning plate 2, the bolting member S2 is simultaneously inserted into the steel frame or the steel beam or the C-shaped steel from the fourth plane 134 of the wall panel 1 and the extended lateral surface 23a of the positioning plate 2, It can be fixed. Finally, the adjacent wall panels 1a, 1b can be selectively combined with each other (refer to the foregoing) to quickly construct, increase structural strength, prevent deformation, and resist wind pressure.
如圖8~9A,為本創作之施工構造之實施例三,本實施例三係自前述實施例一、二衍生而得,主要乃是於壁板1之第一結合部11的第一下延伸面110a設置內凹狀之定位凸緣116,再於定位板2之第一突緣21a設置定位凹緣212。當定位板2與壁板1結合時,係藉由前述定位板2的第一突緣21a的定位凹緣212設置入前述壁板1之第一結合部11的第一下延伸面110a之定位凸緣116,並讓 定位板2的第一突緣21a得部分抵頂於第一下延伸面110a,且讓定位板2的第一突緣21a與壁板1之第一結合部11結合產生適當之空隙24a(如圖9、9A),以確保定位板2的第一突緣21a與壁板1之第一結合部11之結合具有適當的調整彈性。其次,並可藉由前述定位板2的第二突緣22設置入前述壁板1之第二結合部12的第二突出面12a內側,並讓第二突緣22之第二折角220為壁板1之第二結合部12的第二槽面12b的外角端125抵頂,再以第二突緣22的下端面為前述壁板1之第二結合部12的第二槽面12b之第一平面121抵頂,且讓定位板2的第二突緣22與壁板1之第二結合部12之結合產生適當之空隙25(如圖9),以確保定位板2的第二突緣22與壁板1之第二結合部12之結合具有適當的調整彈性。且當壁板1與定位板2結合後,再以栓設元件S2自壁板1之第四平面134栓設入鋼架或鋼樑或C形鋼,即可固定,最後,再將相鄰壁板1a、1b為選擇性的互相結合(可參前述),即可快速施工,並增加結構強度、防止變形,並抗風壓。 8 to 9A, which is the third embodiment of the construction structure of the present invention, the third system of the present embodiment is derived from the first embodiment and the second embodiment, and is mainly the first under the first joint portion 11 of the wall panel 1. The extending surface 110a is provided with a concave positioning flange 116, and the positioning flange 212 is disposed on the first flange 21a of the positioning plate 2. When the positioning plate 2 is combined with the wall panel 1, the positioning concave edge 212 of the first flange 21a of the positioning plate 2 is disposed in the first lower extending surface 110a of the first joint portion 11 of the wall panel 1 Flange 116 and let The first flange 21a of the positioning plate 2 is partially abutted against the first lower extending surface 110a, and the first flange 21a of the positioning plate 2 is combined with the first joint portion 11 of the wall panel 1 to form a suitable gap 24a (such as 9, 9A), to ensure that the combination of the first flange 21a of the positioning plate 2 and the first joint portion 11 of the wall panel 1 has an appropriate adjustment elasticity. Secondly, the second flange 22 of the positioning plate 2 can be disposed inside the second protruding surface 12a of the second joint portion 12 of the wall panel 1 and the second corner 220 of the second flange 22 is a wall. The outer corner end 125 of the second groove surface 12b of the second joint portion 12 of the plate 1 abuts, and the lower end surface of the second flange 22 is the second groove surface 12b of the second joint portion 12 of the wall panel 1 A flat surface 121 abuts and the second flange 22 of the positioning plate 2 is combined with the second joint portion 12 of the wall panel 1 to form a suitable gap 25 (Fig. 9) to ensure the second flange of the positioning plate 2. The combination of 22 with the second joint 12 of the panel 1 has an appropriate adjustment elasticity. And when the wall panel 1 is combined with the positioning plate 2, the bolting member S2 is bolted from the fourth plane 134 of the wall panel 1 into the steel frame or the steel beam or the C-shaped steel, which can be fixed, and finally, adjacent The panels 1a, 1b are selectively joined to each other (see above) for rapid construction, increased structural strength, deformation prevention, and resistance to wind pressure.
如圖10A~10C,為本發明之墊片實施例一、二及三、本發明為強化壁板1與定位板2結合後之結構強度,乃於壁板1之第二結合部12的第二平面123於一定距離,於以栓設元件S2栓設前,預先設置有平板狀金屬墊片5(如圖10A),以增加壁板1與定位板2結合後之結構強度。或如圖10B,當壁板1與定位板2結合後,乃於壁板1之第二結合部12的第四平面134與倒折端135為彎曲狀金屬墊片5a包覆,前述彎曲狀金屬墊片5a設短平面50,如此,當以栓設元件S2栓設前,可預先設置該彎曲狀金屬墊片5a於壁板1之第二結合部的末端(如圖10B),再以栓設元件S2栓設入前述彎曲狀金屬墊片5a、壁板1與鋼樑或鋼架或C形鋼,或同時栓設入彎曲狀金屬墊片5a、壁板1的第二結合部、定位板2與鋼樑或鋼架或C形鋼4,以強化壁板之末端結構強度。或如圖10C,當壁板1與定位 板2結合後,乃於壁板1之第二結合部12的第二平面123、第四平面134與倒折端135為彎曲狀金屬墊片5b包覆,前述彎曲狀金屬墊片5b並設長平面51,如此,當以栓設元件S2栓設前,可預先設置有該彎曲狀金屬墊片5b於壁板之第二結合部(如圖10C),再以栓設元件S2栓設入前述彎曲狀金屬墊片5b、壁板1的第二結合部與鋼樑或鋼架或C形鋼,或同時栓設入彎曲狀金屬墊片5b、壁板1的第二結合部、定位板2與鋼樑或鋼架或C形鋼,以強化壁板末端之結構強度。 10A to 10C, in the first, second and third embodiments of the gasket of the present invention, the structural strength of the reinforcing panel 1 and the positioning panel 2 is the second joint portion 12 of the panel 1 The second plane 123 is at a certain distance. Before the bolting element S2 is bolted, a flat metal gasket 5 (as shown in FIG. 10A) is provided in advance to increase the structural strength of the panel 1 and the positioning panel 2. Or, as shown in FIG. 10B, when the wall panel 1 is combined with the positioning plate 2, the fourth plane 134 of the second joint portion 12 of the wall panel 1 and the inverted end 135 are covered with a curved metal gasket 5a, the aforementioned curved shape. The metal gasket 5a is provided with a short plane 50. Thus, before the bolting element S2 is bolted, the curved metal gasket 5a can be preliminarily provided at the end of the second joint portion of the wall panel 1 (as shown in FIG. 10B). The bolting member S2 is bolted into the curved metal gasket 5a, the wall panel 1 and the steel beam or the steel frame or the C-shaped steel, or simultaneously inserted into the curved metal gasket 5a, the second joint portion of the wall panel 1, The positioning plate 2 is attached to a steel beam or a steel frame or a C-shaped steel 4 to strengthen the structural strength of the end of the wall. Or as shown in Figure 10C, when the siding 1 and positioning After the board 2 is joined, the second plane 123, the fourth plane 134, and the inverted end 135 of the second joint portion 12 of the wall panel 1 are covered with a curved metal gasket 5b, and the curved metal gasket 5b is juxtaposed. The long plane 51, so that before the bolting element S2 is bolted, the curved metal gasket 5b can be preliminarily provided at the second joint portion of the wall plate (as shown in FIG. 10C), and then the bolting member S2 is inserted. The curved metal gasket 5b, the second joint portion of the wall panel 1 and the steel beam or the steel frame or the C-shaped steel, or the second joint portion of the curved metal gasket 5b and the wall panel 1 at the same time, the positioning plate 2 with steel beams or steel frames or C-shaped steel to strengthen the structural strength of the end of the wall.
如圖11A~11C,為可與本創作搭配運作之金屬板3,當然本創作並未限制與金屬壁板搭配安裝的金屬板形狀。前述金屬板3並設有各類形狀之峰部30與槽部31,並於兩側設有第一結合端32與第二結合端33,前述第一結合端32並由金屬板3的一側的峰部30末端向內延伸彎折而成。前述第二結合端33則是由金屬板3的另一側的峰部30末端向外延伸,並形成與前述壁板1類似或相同之第二平面330、第一突點331,及位於第一突點331外側的第三平面332,及由前述第三平面332末端向上彎折的第一彎鉤333,並藉由前述第三平面332與第一彎鉤333形成適當深度的第一勾槽334,且該第三平面332與第一彎鉤333的結合角度以小於30度為最佳。及前述第一彎鉤333反摺後再形成第四平面335,並於第四平面335末端呈現倒折端336。 As shown in Figs. 11A to 11C, the metal plate 3 can be operated in conjunction with the creation. Of course, the creation does not limit the shape of the metal plate to be mounted with the metal panel. The metal plate 3 is provided with a peak portion 30 and a groove portion 31 of various shapes, and is provided with a first joint end 32 and a second joint end 33 on both sides, and the first joint end 32 is composed of one of the metal plates 3 The end of the side peak portion 30 is bent inwardly and bent. The second joint end 33 extends outward from the end of the peak portion 30 on the other side of the metal plate 3, and forms a second plane 330 similar to or identical to the wall panel 1, a first bump 331, and a third plane 332 outside the protrusion 331 and a first hook 333 bent upward from the end of the third plane 332, and forming a first hook of a suitable depth by the third plane 332 and the first hook 333 The groove 334, and the coupling angle of the third plane 332 and the first hook 333 is preferably less than 30 degrees. After the first hook 333 is folded back, the fourth plane 335 is formed, and the inverted end 336 is formed at the end of the fourth plane 335.
如圖12~13為本創作之施工構造實施例四,係以前述壁板1與金屬板3進行金屬建築物的施工。如前述,依序為,先將第一金屬板3a的第二結合端33的第四平面335以栓設元件S2與鋼樑或鋼架或C形鋼4栓固(如圖12),次將定位板2以栓設元件S1栓設於鋼樑或鋼架或C形鋼4,再將壁板1之第一結合部11的第二平面113插設入第一金屬板3a的第二結合端33的第一勾槽334中(如圖12A),並適當加壓於壁板1,讓壁板1的第一結合部11與第二結合部12的內側 分別與定位板2的第一突緣21與第二突緣22互相完整結合,再將壁板1的第二結合部12的第四平面134以栓設元件S2栓固,之後,再將第二金屬板3b的第一結合端32與壁板1之第二結合部12的第一勾槽133結合(如圖12B),依序安裝,即可完成壁板1與金屬板、定位板的組裝結合(如圖12及13),以組成特殊形狀、外觀的金屬建築,提升金屬建築的美感與實用性。 12 to 13 are the fourth embodiment of the construction structure of the present invention, and the construction of the metal building is performed by the wall panel 1 and the metal panel 3. As described above, the fourth plane 335 of the second joint end 33 of the first metal plate 3a is first fastened with the bolt member S2 and the steel beam or the steel frame or the C-shaped steel 4 (Fig. 12). The positioning plate 2 is bolted to the steel beam or the steel frame or the C-shaped steel 4 by the bolting element S1, and then the second plane 113 of the first joint portion 11 of the wall panel 1 is inserted into the second metal plate 3a. In the first hook groove 334 of the joint end 33 (as shown in FIG. 12A), and appropriately pressurized to the wall panel 1 to allow the first joint portion 11 of the wall panel 1 and the inner side of the second joint portion 12 The first flange 21 and the second flange 22 of the positioning plate 2 are respectively completely combined with each other, and the fourth plane 134 of the second joint portion 12 of the wall panel 1 is bolted with the bolting element S2, and then The first joint end 32 of the second metal plate 3b is combined with the first hook groove 133 of the second joint portion 12 of the wall panel 1 (as shown in FIG. 12B), and is sequentially installed to complete the wall panel 1 and the metal plate and the positioning plate. Assemble the combination (as shown in Figures 12 and 13) to form a metal building with a special shape and appearance to enhance the aesthetic and practicality of the metal building.
綜上指陳,本創作之金屬壁板及其施工構造,藉由壁板1之特殊結構,得以讓相鄰壁板產生二種可選擇之結合模式,再藉由定位板與壁板之設置結合,以提升壁板之抗風壓與結構強度,絕不變形,且藉由壁板與不同形狀之金屬板之結合,讓金屬建築物之外觀形態產生多變化,以提升金屬建築物之美感與實用性,故而,本創作確實已具備實用價值,為本案新穎性與進步性之組成。 In summary, Chen, the metal siding of this creation and its construction structure, by the special structure of the siding 1, can make two alternative combinations of adjacent panels, and then set by the positioning plate and the siding. Combined to enhance the wind pressure and structural strength of the siding, and never deform, and the combination of the siding and the metal plates of different shapes causes the appearance of the metal building to change, so as to enhance the aesthetics of the metal building. And practicality, therefore, this creation has indeed possessed practical value, which is the composition of the novelty and progress of this case.
1‧‧‧壁板 1‧‧‧ siding
10‧‧‧板面 10‧‧‧ board
100‧‧‧內板面 100‧‧‧ inner board
11‧‧‧第一結合部 11‧‧‧ First Joint Department
110‧‧‧第一下延伸面 110‧‧‧First extension surface
111‧‧‧第一平面 111‧‧‧ first plane
11a‧‧‧第一槽面 11a‧‧‧ first groove surface
112‧‧‧第二下延伸面 112‧‧‧Second lower extension
113‧‧‧第二平面 113‧‧‧ second plane
114‧‧‧角端 114‧‧‧ corner
115‧‧‧外角端 115‧‧‧outer corner
11b‧‧‧第一突出面 11b‧‧‧First prominent surface
12‧‧‧第二結合部 12‧‧‧Second junction
120‧‧‧第一下延伸面 120‧‧‧First extension surface
121‧‧‧第一平面 121‧‧‧ first plane
12a‧‧‧第二突出面 12a‧‧‧second protruding surface
122‧‧‧第二下延伸面 122‧‧‧Second lower extension
123‧‧‧第二平面 123‧‧‧ second plane
125‧‧‧外角端 125‧‧‧outer corner
12b‧‧‧第二槽面 12b‧‧‧second groove surface
130‧‧‧第一突點 130‧‧‧First bump
131‧‧‧第三平面 131‧‧‧ third plane
132‧‧‧第一彎鉤 132‧‧‧First hook
133‧‧‧第一勾槽 133‧‧‧First hook slot
134‧‧‧第四平面 134‧‧‧fourth plane
135‧‧‧倒折端 135‧‧‧ inverted end
Claims (23)
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TW105219357U TWM543895U (en) | 2016-12-20 | 2016-12-20 | The construction of metal siding |
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Application Number | Priority Date | Filing Date | Title |
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TW105219357U TWM543895U (en) | 2016-12-20 | 2016-12-20 | The construction of metal siding |
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Publication Number | Publication Date |
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TWM543895U true TWM543895U (en) | 2017-06-21 |
Family
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2016
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