TWI405891B - Lu-shaped hidden-type steel plate - Google Patents
Lu-shaped hidden-type steel plate Download PDFInfo
- Publication number
- TWI405891B TWI405891B TW99100231A TW99100231A TWI405891B TW I405891 B TWI405891 B TW I405891B TW 99100231 A TW99100231 A TW 99100231A TW 99100231 A TW99100231 A TW 99100231A TW I405891 B TWI405891 B TW I405891B
- Authority
- TW
- Taiwan
- Prior art keywords
- joint portion
- steel plate
- joint
- groove
- steel
- Prior art date
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
本發明係關於LU型隱藏式鋼板結構,尤指一種於鋼板設第一結合部與第二結合部,並將第一鋼板之第一結合部與第二鋼板之第二結合部互相結合形成結合部,再以固定座與前述鋼板之第一結合部結合,以形成隱藏式鋼板結構。The invention relates to a LU type concealed steel plate structure, in particular to a first joint portion and a second joint portion of the steel plate, and the first joint portion of the first steel plate and the second joint portion of the second steel plate are combined with each other to form a joint. And the first joint of the steel plate is combined with the fixing seat to form a concealed steel plate structure.
按習知隱藏式鋼板結構,如台灣發明專利第I247069號「隱藏式鋼承結構」,主要乃於峰部蓋板設扣合端,利用該扣合端以扣合於鋼板之峰部,形成隱藏式鋼板結構。According to the conventional concealed steel plate structure, such as the Taiwan invention patent No. I247069 "hidden steel bearing structure", the main part is the buckle end of the peak cover, which is fastened to the peak of the steel plate by the fastening end. Concealed steel plate structure.
如台灣新型專利第M293585號「隱藏式鋼板結構」,係於鋼板峰部設鈍角狀凹槽,並再設一峰蓋以蓋合於鋼板峰部,形成隱藏式鋼板之結構。For example, Taiwan's new patent No. M293585 "hidden steel plate structure" is provided with an obtuse-angled groove at the peak of the steel plate, and a peak cover is attached to cover the peak of the steel plate to form a structure of a hidden steel plate.
如台灣新型專利第M326554號「隱藏螺絲浪板」,則是於鋼板設跨置部與架設部,並於鋼板底下設有ㄇ型固定座,以為螺絲栓設。For example, Taiwan's new patent No. M326554 "Hidden Screw Wave Plate" is provided with a span portion and a erecting portion of the steel plate, and a 固定-shaped fixing seat is provided under the steel plate to be a bolt.
上述各習知隱藏式鋼板,其中第一與第二習知者為利用一蓋板以蓋合於相鄰鋼板之結合處。而第三種習知者則是利用相鄰鋼板互相結合後,並以ㄇ型固定座固定,於施工上或是填設防水材均較不便。Each of the above-described conventional concealed steel sheets, in which the first and second conventional persons use a cover plate to cover the joint of adjacent steel sheets. The third conventional one is to use the adjacent steel plates to join each other and fix them with a ㄇ-shaped fixing seat, which is inconvenient in construction or filling waterproof materials.
為此,本發明者,針對前揭習知者之缺點加以研究改進,而發明本案。To this end, the inventors have researched and improved the shortcomings of the prior disclosure and invented the present case.
本發明之目的,乃在提供一種可以方便並快速將相鄰之第一鋼板與第二鋼板充分結合,除了可強化相鄰鋼板之結合結構外,更可形成隱藏式結構,避免栓設元件暴露於外表面,提升防銹蝕之效果並減少水分滲入建築物之機會之LU型隱藏式鋼板結構。The purpose of the present invention is to provide a convenient and quick combination of the adjacent first steel plate and the second steel plate, in addition to strengthening the joint structure of the adjacent steel plates, a hidden structure can be formed to avoid the exposure of the bolting components. LU-type concealed steel plate structure that enhances the effect of rust prevention on the outer surface and reduces the chance of moisture infiltrating into the building.
本發明之LU型隱藏式鋼板結構,主要係將鋼板設有第一結合部與第二結合部,並令第一鋼板之第一結合部得與第二鋼板之第二結合部互相結合。In the LU type concealed steel plate structure of the present invention, the steel plate is mainly provided with a first joint portion and a second joint portion, and the first joint portion of the first steel sheet and the second joint portion of the second steel sheet are coupled to each other.
本發明之LU型隱藏式鋼板結構,主要係於前述第一鋼板與第二鋼板之結合部上方設有固定座,利用該固定座得以將第一鋼板與第二鋼板結合穩固並形成隱藏式結構。The LU type concealed steel plate structure of the present invention is mainly provided with a fixing seat above the joint portion of the first steel plate and the second steel plate, and the first steel plate and the second steel plate are combined and stabilized by the fixing seat to form a hidden structure. .
如此,為使貴審查員可以充分了解本發明,茲依附圖示解說如下:如圖1及2所示,本發明為LU型隱藏式鋼板結構,至少包含:鋼板1,設第一結合部10,第一結合部10係自鋼板一側延伸,第一結合部10亦可如圖5B及5C為複數,讓位於鋼板中段之第一結合部10A形成鋼板之裝飾效果,當然亦可如第一結合部10作為相鄰鋼板之結合用途,第一結合部10設二側邊面100,二側邊面100呈傾斜狀,其中位於外側之側邊面100則設延伸部101,延伸部101得不設反摺部;或如圖3及4設反摺部102。及自側邊面100上方向下則設下延伸面103,於下延伸面103下方則形成結合槽104,於結合槽104兩側則設扣合端105,如此得於第一結合部10之側邊面100、下延伸面103與結合槽104形成突伸狀空槽106,形成側邊面100、下延伸面103與結合槽104之張閉彈性。鋼板1設第二結合部11,第二結合部11係自鋼板另一側延伸而形成一或二側邊面110,側邊面110呈傾斜狀,自側邊面110上方向下則設下延伸面111,於下延伸面111下方則形成結合槽112,於結合槽112兩側設扣合端113(如圖1-4),如此得於第二結合部11之側邊面110、下延伸面111與結合槽112形成突伸狀空槽114,以形成側邊面110、下延伸面111與結合槽112之張閉彈性。當然若如圖5A-5C所示,於下延伸面111不設結合槽,但形成一扣合端113A,如此得於第二結合部11之側邊面110、下延伸面111與扣合端113A形成突伸狀空槽114,以形成側邊面110、下延伸面111與扣合端113A之張閉彈性。In this way, in order to enable the inspector to fully understand the present invention, as illustrated in the accompanying drawings, as shown in FIGS. 1 and 2, the present invention is a LU-type concealed steel plate structure including at least a steel plate 1 and a first joint portion 10 The first joint portion 10 extends from one side of the steel plate, and the first joint portion 10 can also be plural as shown in FIGS. 5B and 5C, so that the first joint portion 10A located in the middle portion of the steel sheet forms a decorative effect of the steel sheet, and of course, A joint portion 10 is used as a combination of adjacent steel plates. The first joint portion 10 is provided with two side surfaces 100, and the two side surfaces 100 are inclined. The outer side surface 100 is provided with an extension portion 101, and the extension portion 101 is provided. There is no reverse folding portion; or a folding portion 102 is provided as shown in Figs. And a lower extending surface 103 is formed from the upper side of the side surface 100, and a coupling groove 104 is formed below the lower extending surface 103, and a fastening end 105 is disposed on both sides of the coupling groove 104, so as to be obtained by the first joint portion 10 The side surface 100, the lower extension surface 103 and the coupling groove 104 form a projecting recess 106, and the opening and closing elasticity of the side surface 100, the lower extension surface 103 and the coupling groove 104 are formed. The steel plate 1 is provided with a second joint portion 11 which extends from the other side of the steel plate to form one or two side faces 110, and the side faces 110 are inclined, and are disposed downward from above the side faces 110. The extending surface 111 defines a coupling groove 112 under the lower extending surface 111, and a fastening end 113 (such as FIG. 1-4) is disposed on both sides of the coupling groove 112, so as to be obtained on the side surface 110 of the second joint portion 11 and below. The extension surface 111 and the coupling groove 112 form a protruding recess 114 to form the opening and closing elasticity of the side surface 110, the lower extension surface 111 and the coupling groove 112. As shown in FIG. 5A-5C, the lower extension surface 111 is not provided with a coupling groove, but a fastening end 113A is formed, so that the side surface 110, the lower extension surface 111 and the fastening end of the second joint portion 11 are obtained. 113A forms a projecting recess 114 to form the opening and closing elasticity of the side surface 110, the lower extension surface 111 and the engaging end 113A.
如此,如圖2、4及6,當相鄰二鋼板1要互相結合時,係以第一鋼板1A之第一結合部10與第二鋼板1B第二結合部11結合,且如圖2及4係以第二鋼板1B之第二結合部11置入第一鋼板1A之第一結合部10中,並以第二結合部11之側邊面110與第一結合部10之側邊面貼合,以第二結合部11之下延伸面111與第一結合部10之下延伸面103貼合,第二結合部11之結合槽112與第一結合部10之結合槽104結合,並讓第二結合部11之結合槽112之扣合端113與第一結合部10之結合槽104之扣合端105互相結合,即可完成相鄰二鋼板1A、1B之第一階段之結合。或如圖6係以第二鋼板1B之第二結合部11設置於第一鋼板1A之第一結合部10下方,並以第二結合部11之側邊面110與第一結合部10之側邊面100貼合,以第二結合部11之下延伸面111與第一結合部10之下延伸面103貼合,第二結合部11之扣合端113A與第一結合部10之結合槽104之扣合端105互相結合,即可完成相鄰二鋼板1A、1B之之結合。Thus, as shown in FIGS. 2, 4 and 6, when the adjacent two steel plates 1 are to be joined to each other, the first joint portion 10 of the first steel sheet 1A is combined with the second joint portion 11 of the second steel sheet 1B, and as shown in FIG. 2 and 4 is placed in the first joint portion 10 of the first steel sheet 1A with the second joint portion 11 of the second steel sheet 1B, and is attached to the side surface of the first joint portion 10 by the side surface 110 of the second joint portion 11 The lower extending surface 111 of the second joint portion 11 is bonded to the lower extending surface 103 of the first joint portion 10, and the joint groove 112 of the second joint portion 11 is combined with the joint groove 104 of the first joint portion 10, and The fastening end 113 of the coupling groove 112 of the second joint portion 11 and the fastening end 105 of the coupling groove 104 of the first joint portion 10 are combined with each other to complete the first stage of joining the adjacent two steel plates 1A, 1B. Or as shown in FIG. 6 , the second joint portion 11 of the second steel plate 1B is disposed under the first joint portion 10 of the first steel sheet 1A, and the side surface 110 of the second joint portion 11 and the side of the first joint portion 10 are The side surface 100 is bonded, and the lower extending surface 111 of the second joint portion 11 is adhered to the lower extending surface 103 of the first joint portion 10, and the engaging groove 113A of the second joint portion 11 and the first joint portion 10 are combined with the groove. The fastening ends 105 of 104 are combined with each other to complete the bonding of the adjacent two steel plates 1A, 1B.
再者,如圖7及8A所示,相鄰二鋼板互相結合之前,得於鋼樑2以栓設元件20栓設固定座3,固定座3設有下表面30,下表面30得設加強肋300或不設加強肋亦無妨。於下表面30兩側設上延伸面31,上延伸面31成傾斜狀,於上延伸面31設扣合端310,且於上延伸面31末端形成向下彎折端32,如此於上延伸面31與下彎折端32形成有空槽33,以提供上延伸面31與下彎折端32之張閉彈性。可如圖9A所示,該固定座3A於上延伸面31設內彎折端32A取代圖7及8A之扣合端310。Furthermore, as shown in FIGS. 7 and 8A, before the two adjacent steel plates are joined to each other, the steel beam 2 is bolted to the fixing seat 3 by the bolting member 20. The fixing seat 3 is provided with the lower surface 30, and the lower surface 30 is provided with reinforcement. It is also possible that the rib 300 or the reinforcing rib is not provided. An upper extending surface 31 is disposed on both sides of the lower surface 30. The upper extending surface 31 is inclined. The upper extending surface 31 is provided with a fastening end 310, and a downwardly bent end 32 is formed at the end of the upper extending surface 31. The face 31 and the lower bent end 32 are formed with a recess 33 to provide the tension of the upper extended face 31 and the lower bent end 32. As shown in FIG. 9A, the fixing seat 3A is provided with an inner bending end 32A on the upper extending surface 31 instead of the fastening end 310 of FIGS. 7 and 8A.
如此,如圖8A,得於第一鋼板1A與第二鋼板1B互相結合後,再以第一鋼板1A之第一結合部10之結合槽104與固定座3之下表面貼合,並以第一鋼板1A之第一結合部10之結合槽104之扣合端105與固定座3之上延伸面31之扣合端310結合,即可將第一鋼板1A與固定座3結合,即可將相鄰鋼板藉由固定座3與鋼樑2固設。或如圖8B,該固定座3以栓設元件20與鋼樑2栓設結合,再與鋼板1之第一結合部10A結合,亦可將鋼板1之中段與鋼樑2固設。Thus, as shown in FIG. 8A, after the first steel plate 1A and the second steel plate 1B are joined to each other, the bonding groove 104 of the first bonding portion 10 of the first steel plate 1A is bonded to the lower surface of the fixing base 3, and The fastening end 105 of the coupling groove 104 of the first joint portion 10 of the steel plate 1A is combined with the fastening end 310 of the upper extension surface 31 of the fixing seat 3, so that the first steel plate 1A and the fixing seat 3 can be combined, that is, Adjacent steel plates are fixed by the fixing base 3 and the steel beam 2. Or, as shown in FIG. 8B, the fixing base 3 is bolted to the steel beam 2 by the bolting member 20, and then combined with the first joint portion 10A of the steel plate 1, and the middle portion of the steel plate 1 and the steel beam 2 can be fixed.
如圖9A,係運用圖2及4相鄰鋼板之結合方法,且可將第一鋼板1A之第一結合部10之結合槽104與固定座3之下表面貼合,並以第一鋼板1A之第一結合部10之結合槽104之扣合端105與固定座3之上延伸面31之內彎折端32A結合,即可將第一鋼板1A與固定座3結合,再將第二鋼板1B與第一鋼板1A相結合,即可將相鄰鋼板藉由固定座3與鋼樑2固設。或如圖9B,該固定座3以栓設元件20與鋼樑2栓設結合,再與鋼板1之第一結合部10A結合,將鋼板1之中段與鋼樑2固設。As shown in FIG. 9A, the bonding method of the adjacent steel plates of FIGS. 2 and 4 is applied, and the bonding groove 104 of the first bonding portion 10 of the first steel plate 1A is bonded to the lower surface of the fixing base 3, and the first steel plate 1A is used. The fastening end 105 of the coupling groove 104 of the first joint portion 10 is combined with the inner bending end 32A of the upper extension surface 31 of the fixing base 3, so that the first steel plate 1A can be combined with the fixing seat 3, and then the second steel plate can be combined. When 1B is combined with the first steel sheet 1A, the adjacent steel sheets can be fixed by the fixing base 3 and the steel beam 2. Or, as shown in FIG. 9B, the fixing base 3 is bolted to the steel beam 2 by the bolting member 20, and then combined with the first joint portion 10A of the steel plate 1, and the middle portion of the steel plate 1 and the steel beam 2 are fixed.
如圖10A,係運用圖2及4相鄰鋼板之結合方法,且可將第一鋼板1A之第一結合部10之結合槽104與固定座3之下表面貼合,並以第一鋼板1A之第一結合部10之結合槽104之扣合端105與固定座3之上延伸面31之扣合端310結合,即可將第一鋼板1A與固定座3結合,再將第二鋼板1B與第一鋼板1A相結合,即可將相鄰鋼板藉由固定座3與鋼樑2固設,且於固定座3內設置防水材4,再以栓設元件20與鋼樑2栓設結合。或如圖10B,該固定座3內設置防水材4,再以栓設元件20與鋼樑2栓設結合,再與鋼板1之第一結合部10A結合,即可將鋼板1之中段與鋼樑2固設。As shown in FIG. 10A, the bonding method of the adjacent steel plates of FIGS. 2 and 4 is applied, and the bonding groove 104 of the first bonding portion 10 of the first steel plate 1A can be bonded to the lower surface of the fixing base 3, and the first steel plate 1A is used. The fastening end 105 of the coupling groove 104 of the first joint portion 10 is combined with the fastening end 310 of the upper extension surface 31 of the fixing seat 3, so that the first steel plate 1A can be combined with the fixing seat 3, and the second steel plate 1B can be combined. In combination with the first steel plate 1A, adjacent steel plates can be fixed by the fixing base 3 and the steel beam 2, and the waterproof material 4 is disposed in the fixing base 3, and then the bolting member 20 is bolted to the steel beam 2. . Or, as shown in FIG. 10B, the waterproof material 4 is disposed in the fixing base 3, and then the bolting member 20 is bolted to the steel beam 2, and then combined with the first joint portion 10A of the steel plate 1, the middle portion of the steel plate 1 and the steel can be The beam 2 is fixed.
如圖11A,係運用圖2及4相鄰鋼板之結合方法,將第一鋼板1A之第一結合部10之結合槽104以栓設元件20與鋼樑2直接栓固,次將第二鋼板1B與第一鋼板1A結合,即可將相鄰鋼板與鋼樑2固設。或如圖11B,於鋼板1之第一結合部10A之結合槽104以栓設元件20與鋼樑2栓設結合,即可將鋼板1之中段與鋼樑2固設。As shown in FIG. 11A, the bonding groove 104 of the first joint portion 10 of the first steel plate 1A is directly fastened by the bolting member 20 and the steel beam 2 by using the joining method of the adjacent steel plates of FIG. 2 and FIG. When 1B is combined with the first steel sheet 1A, the adjacent steel sheets and the steel beams 2 can be fixed. Or, as shown in FIG. 11B, the joining groove 104 of the first joint portion 10A of the steel sheet 1 is bolted to the steel beam 2 by the bolting member 20, so that the middle portion of the steel sheet 1 and the steel beam 2 can be fixed.
如圖12A,係運用圖6相鄰鋼板之結合方法,將第二鋼板1B與第一鋼板1A先行結合,次於第一鋼板1A之第一結合部10之結合槽104內設防水材4,再將第一鋼板1A之第一結合部10之結合槽104以栓設元件20與鋼樑2直接栓固,即可將相鄰鋼板與鋼樑2固設。或如圖12B,於鋼板1之第一結合部10A設防水材4再以栓設元件20與鋼樑2栓設結合,即可將鋼板1之中段與鋼樑2固設。As shown in FIG. 12A, the second steel plate 1B is first joined to the first steel plate 1A by using the joining method of the adjacent steel plates of FIG. 6, and the waterproof material 4 is disposed in the coupling groove 104 of the first joint portion 10 of the first steel plate 1A. Then, the joint groove 104 of the first joint portion 10 of the first steel sheet 1A is directly fastened by the bolt member 20 and the steel beam 2, so that the adjacent steel sheet and the steel beam 2 can be fixed. Or, as shown in FIG. 12B, the waterproof member 4 is provided on the first joint portion 10A of the steel sheet 1, and the bolt member 20 is bolted to the steel beam 2, so that the middle portion of the steel sheet 1 and the steel beam 2 can be fixed.
如圖13A與14A,係運用圖6相鄰鋼板之結合方法,將第二鋼板1B與第一鋼板1A先行結合,次於第一鋼板1A之第一結合部10之結合槽104內設防水材4,再將第一鋼板1A之第一結合部10之結合槽104以栓設元件20與鋼樑2直接栓固,即可將相鄰鋼板與鋼樑2固設,最後再於鋼板1之第一結合部10以蓋合元件5蓋合,提供第二重防水效果。或如圖13B與14B,於鋼板1之第一結合部10A設防水材4再以栓設元件20與鋼樑2栓設結合,即可將鋼板1之中段與鋼樑2固設,最後再於鋼板1之第一結合部10以蓋合元件5蓋合,提供第二重防水效果。13A and 14A, the second steel plate 1B is first joined to the first steel plate 1A by using the joining method of the adjacent steel plates of FIG. 6, and the waterproofing material is disposed in the coupling groove 104 of the first joint portion 10 of the first steel plate 1A. 4. Then, the coupling groove 104 of the first joint portion 10 of the first steel plate 1A is directly fastened by the bolting member 20 and the steel beam 2, and the adjacent steel plate and the steel beam 2 can be fixed, and finally the steel plate 1 is fixed. The first joint portion 10 is covered by the cover member 5 to provide a second heavy waterproof effect. Or, as shown in FIGS. 13B and 14B, the first joint portion 10A of the steel sheet 1 is provided with the waterproof material 4, and the bolt member 20 is bolted to the steel beam 2, so that the middle portion of the steel sheet 1 and the steel beam 2 can be fixed, and finally The first joint portion 10 of the steel sheet 1 is covered with the cover member 5 to provide a second heavy waterproof effect.
前述蓋合元件5,如圖13A、13B與14A、14B所示,設向內之結合端50與上表面51,利用結合端50得與前述鋼板1之第一結合部10、10A之結合槽104之扣合端105結合,即可將該蓋合元件5與鋼板1結合。As shown in FIGS. 13A, 13B and 14A and 14B, the cover member 5 is provided with an inward joint end 50 and an upper surface 51, and the joint end 50 is used to obtain a joint groove with the first joint portion 10, 10A of the steel sheet 1. When the fastening end 105 of the 104 is joined, the cover member 5 can be combined with the steel plate 1.
如圖15A,係運用圖6相鄰鋼板之結合方法,將第二鋼板1B與第一鋼板1A先行結合,次於第一鋼板1A之第一結合部10之結合槽104內設防水材4,再於鋼板1之第一結合部10以蓋合元件5A蓋合,並以栓設元件20自蓋合元件之下蓋板穿過第一鋼板1A之第一結合部10之結合槽104、防水材4與鋼樑2直接栓固,即可將相鄰鋼板與鋼樑2固設,最後再將蓋合元件5A之上蓋板53與下蓋板52結合合,以提供第二重防水效果。或如圖15B,於鋼板1之第一結合部10A設防水材4再以栓設元件20與鋼樑2栓設結合,再於鋼板1之第一結合部10以蓋合元件5A蓋合,並以栓設元件20自蓋合元件5之下蓋板52穿過鋼板1A之第一結合部10A之結合槽104、防水材4而與鋼樑2直接栓固,最後再將蓋合元件5A之上蓋板53與下蓋板52結合合,以提供第二重防水效果。As shown in FIG. 15A, the second steel plate 1B is first joined to the first steel plate 1A by using the bonding method of the adjacent steel plates of FIG. 6, and the waterproof material 4 is disposed in the coupling groove 104 of the first bonding portion 10 of the first steel plate 1A. Further, the first joint portion 10 of the steel sheet 1 is covered by the cover member 5A, and the plug member 20 is passed through the joint groove 104 of the first joint portion 10 of the first steel sheet 1A from the cover member under the cover member. The material 4 and the steel beam 2 are directly bolted, and the adjacent steel plate and the steel beam 2 can be fixed, and finally the upper cover 53 and the lower cover 52 of the cover member 5A are combined to provide the second heavy waterproof effect. . Or, as shown in FIG. 15B, the waterproof material 4 is disposed on the first joint portion 10A of the steel sheet 1, and then the bolt member 20 is bolted to the steel beam 2, and then the first joint portion 10 of the steel sheet 1 is covered by the cover member 5A. And the bolting member 20 is directly fastened from the lower groove 52 of the cover member 5 through the coupling groove 104 of the first joint portion 10A of the steel plate 1A, the waterproof material 4, and the steel beam 2 is directly fastened, and finally the cover member 5A is used. The upper cover 53 is combined with the lower cover 52 to provide a second heavy waterproof effect.
前述蓋合元件5A,如圖15A、15B,設下蓋板52,下蓋板52設向外之延伸部520,利用延伸部520蓋合於前述鋼板1之第一結合部10、10A上方,並以栓設元件20自該蓋合元件5之下蓋板52栓設至鋼板1之第一結合部104與鋼樑2,即可將鋼板1、鋼樑2與蓋合元件5結合,且於蓋合元件5設上蓋板53,上蓋板53設內彎折狀之結合端530,得與前述下蓋板52之延伸部520末端結合,即可達成蓋合元件5A與鋼板結合之目的。The cover member 5A is provided with a lower cover 52 as shown in FIGS. 15A and 15B, and the lower cover 52 is provided with an outward extending portion 520, and is covered by the extending portion 520 over the first joint portions 10, 10A of the steel sheet 1. And the bolting member 20 is bolted from the lower cover 52 of the cover member 5 to the first joint portion 104 of the steel plate 1 and the steel beam 2, so that the steel plate 1, the steel beam 2 and the cover member 5 can be combined, and The cover member 53 is provided with a cover plate 53. The upper cover plate 53 is provided with an inner bent end 530, and is coupled with the end of the extension portion 520 of the lower cover 52 to achieve the combination of the cover member 5A and the steel plate. purpose.
綜上,本發明利用鋼板之第一結合部與第二結合部之結合,或可利用一固定座與前述鋼板結合,並作為鋼板與鋼樑之架橋效果,形成隱藏式金屬鋼板結構,或可設有防水材以提供防水效果並輔以蓋合元件而產生二重防水效果,為本案之組成。In summary, the present invention utilizes the combination of the first joint portion and the second joint portion of the steel plate, or may be combined with the steel plate by a fixing seat, and serves as a bridging effect of the steel plate and the steel beam to form a hidden metal steel plate structure, or may be It is made of waterproof material to provide waterproof effect and supplemented with cover elements to produce double waterproof effect.
1...鋼板1. . . Steel plate
1A...第一鋼板1A. . . First steel plate
1B...第二鋼板1B. . . Second steel plate
10、10A...第一結合部10, 10A. . . First joint
100...側邊面100. . . Side face
101...延伸部101. . . Extension
102...反摺部102. . . Reverse folding
103...下延伸面103. . . Lower extension
104...結合槽104. . . Combined slot
105...扣合端105. . . Buckle end
106...突伸狀空槽106. . . Slotted empty slot
11...第二結合部11. . . Second joint
110...側邊面110. . . Side face
111...下延伸面111. . . Lower extension
112...結合槽112. . . Combined slot
113...扣合端113. . . Buckle end
114...突伸狀空槽114. . . Slotted empty slot
113A...扣合端113A. . . Buckle end
2...鋼樑2. . . Steel beam
20...栓設元件20. . . Bolting component
3、3A...固定座3, 3A. . . Fixed seat
30...下表面30. . . lower surface
300...加強肋300. . . Rib reinforcement
31...上延伸面31. . . Upper extension surface
310...扣合端310. . . Buckle end
32...下彎折端32. . . Bend end
33...空槽33. . . Empty slot
32A...內彎折端32A. . . Inner bent end
4...防水材4. . . Waterproof material
5...蓋合元件5. . . Covering element
50...結合端50. . . Binding end
51...上表面51. . . Upper surface
5A...蓋合元件5A. . . Covering element
52...下蓋板52. . . Lower cover
520...延伸部520. . . Extension
53...上蓋板53. . . Upper cover
530...結合端530. . . Binding end
圖1是本發明實施例一之側視圖。BRIEF DESCRIPTION OF THE DRAWINGS Figure 1 is a side view of a first embodiment of the present invention.
圖2是本發明實施例一之相鄰鋼板之組合放大剖視圖。Fig. 2 is an enlarged cross-sectional view showing the combination of adjacent steel sheets in the first embodiment of the present invention.
圖3是本發明實施例二之側視圖。Figure 3 is a side view of a second embodiment of the present invention.
圖4是本發明實施例二之相鄰鋼板之組合放大剖視圖。Figure 4 is an enlarged cross-sectional view showing the combination of adjacent steel sheets in the second embodiment of the present invention.
圖5A是本發明實施例三之側視圖。Figure 5A is a side elevational view of a third embodiment of the present invention.
圖5B是本發明實施例三之側視圖。Figure 5B is a side view of a third embodiment of the present invention.
圖5C是本發明實施例三之側視圖。Figure 5C is a side view of a third embodiment of the present invention.
圖6是本發明實施例三之相鄰鋼板之組合放大剖視圖。Figure 6 is an enlarged cross-sectional view showing the combination of adjacent steel sheets in the third embodiment of the present invention.
圖7是本發明運用之固定座實施例一之視圖。Figure 7 is a view of a first embodiment of a mount for use in the present invention.
圖8A是本發明相鄰鋼板與固定座結合之運用例一之剖視圖。Fig. 8A is a cross-sectional view showing an operation example 1 of the adjacent steel plate and the fixing base of the present invention.
圖8B是本發明相鄰鋼板與固定座結合之運用例一之剖視圖。Fig. 8B is a cross-sectional view showing an operation example 1 of the adjacent steel plate and the fixing base of the present invention.
圖9A是本發明相鄰鋼板與固定座結合之運用例二之剖視圖。Fig. 9A is a cross-sectional view showing the second operation example of the adjacent steel plate and the fixing base of the present invention.
圖9B是本發明相鄰鋼板與固定座結合之運用例二之剖視圖。Fig. 9B is a cross-sectional view showing the second operation example of the adjacent steel plate and the fixing base of the present invention.
圖10A是本發明相鄰鋼板與固定座結合之運用例三之剖視圖。Fig. 10A is a cross-sectional view showing the third operation example of the adjacent steel plate and the fixing base of the present invention.
圖10B是本發明相鄰鋼板與固定座結合之運用例三之剖視圖。Fig. 10B is a cross-sectional view showing the third operation example of the adjacent steel plate and the fixing base of the present invention.
圖11A是本發明鋼板與鋼樑結合之運用例一之剖視圖。Fig. 11A is a cross-sectional view showing a first operation example of the combination of the steel sheet and the steel beam of the present invention.
圖11B是本發明鋼板與鋼樑結合之運用例一之剖視圖。Fig. 11B is a cross-sectional view showing a first embodiment of the use of the steel sheet of the present invention in combination with a steel beam.
圖12A是本發明鋼板與鋼樑結合之運用例二之剖視圖。Fig. 12A is a cross-sectional view showing a second operation example of the combination of the steel sheet and the steel beam of the present invention.
圖12B是本發明鋼板與鋼樑結合之運用例二之剖視圖。Fig. 12B is a cross-sectional view showing the second operation example of the combination of the steel sheet and the steel beam of the present invention.
圖13A是本發明鋼板與鋼樑結合之運用例三之剖視圖。Fig. 13A is a cross-sectional view showing the third operation example of the combination of the steel sheet and the steel beam of the present invention.
圖13B是本發明鋼板與鋼樑結合之運用例三之剖視圖。Fig. 13B is a cross-sectional view showing the third operation example of the combination of the steel sheet and the steel beam of the present invention.
圖14A是本發明鋼板與鋼樑結合之運用例四之剖視圖。Fig. 14A is a cross-sectional view showing the fourth operation example of the combination of the steel sheet and the steel beam of the present invention.
圖14B是本發明鋼板與鋼樑結合之運用例四之剖視圖。Fig. 14B is a cross-sectional view showing the fourth operation example of the combination of the steel sheet and the steel beam of the present invention.
圖15A是本發明鋼板與鋼樑結合之運用例五之剖視圖。Fig. 15A is a cross-sectional view showing the fifth operation example of the combination of the steel sheet and the steel beam of the present invention.
圖15B是本發明鋼板與鋼樑結合之運用例五之剖視圖。Fig. 15B is a cross-sectional view showing the fifth operation example of the combination of the steel sheet and the steel beam of the present invention.
1‧‧‧鋼板1‧‧‧ steel plate
1A‧‧‧第一鋼板1A‧‧‧First steel plate
1B‧‧‧第二鋼板1B‧‧‧second steel plate
10‧‧‧第一結合部10‧‧‧ First Joint Department
100‧‧‧側邊面100‧‧‧ side faces
101‧‧‧延伸部101‧‧‧Extension
103‧‧‧下延伸面103‧‧‧Under the extension
104‧‧‧結合槽104‧‧‧ Combination slot
105‧‧‧扣合端105‧‧‧ buckle end
11‧‧‧第二結合部11‧‧‧Second junction
110‧‧‧側邊面110‧‧‧Side side
111‧‧‧下延伸面111‧‧‧Under the extension
114‧‧‧空槽114‧‧‧ empty slot
113A‧‧‧扣合端113A‧‧‧ buckle end
2‧‧‧鋼樑2‧‧‧ steel beam
20‧‧‧栓設元件20‧‧‧Equipment components
3‧‧‧固定座3‧‧‧ Fixed seat
30‧‧‧下表面30‧‧‧ lower surface
300‧‧‧加強肋300‧‧‧Strengthened ribs
31‧‧‧上延伸面31‧‧‧Upper extension
310‧‧‧扣合端310‧‧‧ buckle end
32‧‧‧下彎折端32‧‧‧Bottom bent end
33‧‧‧空槽33‧‧‧ empty slots
Claims (27)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW99100231A TWI405891B (en) | 2010-01-07 | 2010-01-07 | Lu-shaped hidden-type steel plate |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW99100231A TWI405891B (en) | 2010-01-07 | 2010-01-07 | Lu-shaped hidden-type steel plate |
Publications (2)
Publication Number | Publication Date |
---|---|
TW201124596A TW201124596A (en) | 2011-07-16 |
TWI405891B true TWI405891B (en) | 2013-08-21 |
Family
ID=45047112
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
TW99100231A TWI405891B (en) | 2010-01-07 | 2010-01-07 | Lu-shaped hidden-type steel plate |
Country Status (1)
Country | Link |
---|---|
TW (1) | TWI405891B (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI588336B (en) * | 2016-03-25 | 2017-06-21 | 達昇鋼品有限公司 | High strength buckled roof metal plate |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWM371141U (en) * | 2009-07-08 | 2009-12-21 | Yodoko Internat Ltd | Wall surface board |
-
2010
- 2010-01-07 TW TW99100231A patent/TWI405891B/en not_active IP Right Cessation
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWM371141U (en) * | 2009-07-08 | 2009-12-21 | Yodoko Internat Ltd | Wall surface board |
Also Published As
Publication number | Publication date |
---|---|
TW201124596A (en) | 2011-07-16 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP6857978B2 (en) | Exterior material fixtures and building exterior structure | |
CA2557327A1 (en) | Covering device for floor coverings | |
RU2507348C1 (en) | Building panel and stiffening cover plate | |
JP2014511445A (en) | Concrete structures | |
KR101599811B1 (en) | Joint structure for corrugated steel plate and construction method thereof | |
TWI405891B (en) | Lu-shaped hidden-type steel plate | |
CN101824877A (en) | Cold bridge-blocking composite insulation board and wallboard | |
KR101560908B1 (en) | Connecting sturcture of open type steel sturcture | |
CN106049672A (en) | Assembled energy-saving building lap joint structure | |
CN205637155U (en) | Steel construction premises wallboard and floor connected node | |
KR101106693B1 (en) | Structure for water leakage prevention of metallic roof panel | |
TWI405892B (en) | Steel plate with hidden bolts | |
CN210151967U (en) | Waterproof type building indoor floor deformation joint structure | |
CN105863070A (en) | Connection node of inner wall plate and floor in steel structure house | |
KR200308566Y1 (en) | The coupler for a building'facing | |
TW202033865A (en) | Twisted locking metal plate | |
TWM297972U (en) | Joint structure of construction steel member | |
TWI359225B (en) | ||
JP2006241727A (en) | Floor material joint structure | |
JP5708386B2 (en) | Partition panel | |
CN107747400A (en) | The buckling piece and its aluminum alloy pattern plate fastening method of a kind of building materials aluminum alloy pattern plate | |
TWI509136B (en) | Compound steel plate | |
CN209509589U (en) | A kind of economical freezer device | |
KR20080076259A (en) | A combine joint of the roof structure which is formed of an arch shape panel | |
JPS6114483Y2 (en) |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
MM4A | Annulment or lapse of patent due to non-payment of fees |