TW202001051A - Double-layer metal plate structure - Google Patents

Double-layer metal plate structure Download PDF

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TW202001051A
TW202001051A TW107121211A TW107121211A TW202001051A TW 202001051 A TW202001051 A TW 202001051A TW 107121211 A TW107121211 A TW 107121211A TW 107121211 A TW107121211 A TW 107121211A TW 202001051 A TW202001051 A TW 202001051A
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steel plate
peak
support
bolt
double
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TW107121211A
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Chinese (zh)
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王佳慧
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王佳慧
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Abstract

This invention relates to a double-layer metal plate structure, which includes at least a lower metal plate and a upper metal plate. Said lower metal plate is provided with at least a first peak and at least a support base is arranged below the first peak, a bolt is passed through the first peak and the support base to locks the lower steel frame. The upper place of the first peak is arranged with at least a connecting seat which is provided with a lower fastener and a upper support, the lower fastener can clip the outer surface of the first peak and a bolt can lock the lower fastener and upper support together, then the second peak of said upper metal plate can be locked with the upper support to form a new double-layer metal plate structure. So that, the upper metal plate and the lower metal plate can be spaced symmetrically and parallel to each other to improve the wind pressure resistance of the metal structure.

Description

雙層結構鋼板Double-layer structure steel plate

本發明係由下層鋼板與上層鋼板組成雙層鋼板,並以栓設元件自下層鋼板的第一峰部往下栓設穿過支承座,再與鋼架結合;再於第一峰部上方設連結座,並以前述連結座的下扣固件扣合於前述第一峰部的外圍,再以栓設元件將前述下扣固件與上支承件栓固結合,再以上層鋼板的第二峰部與前述上支承件結合栓固,即可組成雙層結構鋼板之創新設計,讓上層鋼板與下層鋼板形成平行結構,發揮金屬建築抗風壓之功效。The invention consists of a double-layer steel plate composed of a lower-layer steel plate and an upper-layer steel plate, and is bolted from the first peak portion of the lower-layer steel plate through the support base and then combined with the steel frame; The connecting base, and the lower fastener of the connecting base is fastened to the periphery of the first peak, and the lower fastener and the upper support are bolted and combined by a bolting component, and then the second peak of the upper steel plate In combination with the aforementioned upper support member, the innovative design of the double-layer steel plate can be formed, so that the upper steel plate and the lower steel plate form a parallel structure, and the metal building can resist wind pressure.

按目前隱藏式鋼板(為業界之統稱,其係包括各種材質製成之金屬板、波浪板等)之結合,如本案發明人前取得的發明第I405892號「隱藏式鋼板結構」,係於鋼板設第一結合部與第二結合部;再以固定座設置於鋼樑或鋼架上方,並與鋼板之第一結合部與第二結合部設置方向互相垂直,以栓設元件栓固之;當相鄰兩鋼板互相結合後,利用連結基座與鋼板栓設固定,且如要於連結基座上方裝設第二層鋼結構、太陽能板、外飾板或其它板材。為避免栓設元件破壞板材,需於連結基座上方設置結合座,並於連接部兩側以容設槽為太陽能板或其它板材設置,才能使相鄰板材在不破壞板材結構的情況與容設槽緊密結合,施工成本高,為其缺點。According to the current combination of hidden steel plates (the general name of the industry, which includes metal plates and wave plates made of various materials), such as the invention No. I405892 "hidden steel plate structure" obtained by the inventor of the present case, it is based on the steel plate design. The first joint part and the second joint part; and then the fixing seat is arranged above the steel beam or the steel frame, and the mounting direction of the first joint part and the second joint part of the steel plate are perpendicular to each other, and are fixed by bolting components; After the two adjacent steel plates are combined with each other, the connection base and the steel plate are bolted and fixed, and if a second layer of steel structure, solar panel, exterior panel or other plates are to be installed above the connection base. In order to prevent the bolts from damaging the board, it is necessary to set up a joint seat above the connecting base, and to accommodate grooves for solar panels or other boards on both sides of the connection part, so that the adjacent boards can be accommodated without damaging the board structure. The combination of slotting is tight and the construction cost is high, which is its disadvantage.

其次該先前技術,連結基座以一體成形製成第一元件與第二元件,必須以較厚的板材成型製成,製作過程的成本高,且以工具栓設第一栓設元件非常不方便,造成施工緩慢的問題。且者,如要以同型狀平行設置之上下層鋼板,連結基座的弧形彎折部的高度稍有不足,無法滿足雙層鋼板之需求。Secondly, in the prior art, the connecting base is formed by integrally forming the first element and the second element, which must be formed from a thicker plate, and the manufacturing process is costly, and it is very inconvenient to bolt the first bolt element with a tool , Causing slow construction. Moreover, if the upper and lower steel plates are arranged in parallel with the same shape, the height of the arc-shaped bending portion connecting the base is slightly insufficient, which cannot meet the needs of the double-layer steel plate.

為此,本案發明人,特針對前揭先前技術上下雙層鋼板之安裝施工問題,加以研究,乃再發明本案。For this reason, the inventor of the present case specifically studied the installation and construction of the upper and lower double steel plates of the prior art, and reinvented the case.

本發明之目的,乃是藉由連結座以為下層鋼板與上層鋼板連結組成雙層鋼板,再以栓設元件自下層鋼板的第一峰部往下栓設穿過支承座,並與鋼架或鋼樑結合,讓上層鋼板與下層鋼板形成平行結構,提升金屬建築符合國家標準的抗風壓實驗之創新設計。The purpose of the present invention is to form a double-layer steel plate by connecting the base plate to connect the lower steel plate and the upper steel plate, and then bolt through the support base from the first peak of the lower steel plate through the support base, and connect with the steel frame or The combination of steel beams allows the upper steel plate and the lower steel plate to form a parallel structure, which enhances the innovative design of the metal building in compliance with the national standard wind pressure resistance experiment.

為達上述目的,本發明至少包含鋼板,並由下層鋼板與上層鋼板組成,前述下層鋼板的第一峰部下方設支承座,並以栓設元件自第一峰部往下栓設穿過支承座,並與鋼架結合;位於第一峰部上方設連結座,前述連結座設下扣固件與上支承件,可以前述下扣固件扣合於前述第一峰部的外圍,再以栓設元件將前述下扣固件與上支承件栓固結合,再以上層鋼板的第二峰部與前述上支承件結合栓固,即可組成雙層結構鋼板之創新設計,讓上層鋼板與下層鋼板形成平行結構,發揮金屬建築抗風壓之功效。In order to achieve the above object, the present invention includes at least a steel plate and is composed of a lower steel plate and an upper steel plate. A support seat is provided below the first peak of the lower steel plate, and a bolt is inserted through the support from the first peak down Seat, and combined with the steel frame; a connecting seat is provided above the first peak, the connecting seat is provided with a lower fastener and an upper support, and the lower fastener can be fastened to the periphery of the first peak and then bolted The element bolts the lower fastener to the upper support, and then the second peak of the upper steel plate is bolted to the upper support to form an innovative design of the double-layer structure steel plate, allowing the upper steel plate and the lower steel plate to form The parallel structure exerts the anti-wind pressure effect of the metal building.

本發明之鋼板設板面,位於板面二側分設第一結合部與第二結合部,讓下層鋼板與上層鋼板具備相同結構特徵。The steel plate of the present invention is provided with a plate surface, and a first joint portion and a second joint portion are located on two sides of the plate surface, so that the lower steel plate and the upper steel plate have the same structural characteristics.

本發明之雙層結構鋼板,可讓下層鋼板的第一鋼板的第一結合部為第二鋼板的第二結合部扣固結合形成第一峰部,前述第一峰部並形成第一扣合端與第二扣合端,讓下層相鄰的鋼板之間的扣固應力具備抗風壓之效益。前述上層鋼板的第三鋼板的第一結合部可與第四鋼板的第四結合部結合形成的第二峰部,以與固定座的上支承件穩固結合,形成雙層結構鋼板。In the double-layer structure steel plate of the present invention, the first joint portion of the first steel plate of the lower steel plate can be fastened and joined to form the first peak portion, and the first peak portion forms the first buckle The end and the second buckling end make the buckling stress between the adjacent steel plates of the lower layer have the effect of resisting wind pressure. The first joint portion of the third steel plate of the upper steel plate may be combined with the fourth joint portion of the fourth steel plate to form a second peak portion to be firmly combined with the upper support of the fixing base to form a double-layer structure steel plate.

本發明之雙層結構鋼板,位於前述第一峰部下方設支承座,並以栓設元件自第一峰部往下栓設穿過支承座,並與鋼架或鋼樑結合連結。The double-layer structure steel plate of the present invention is provided with a support seat below the first peak, and is bolted down from the first peak to pass through the support seat, and is combined with a steel frame or a steel beam.

本發明之雙層結構鋼板,位於第一峰部上方設連結座,前述連結座由下扣固件與上支承件組成,前述下扣固件係由對稱的第一元件與第二元件組成,前述下扣固件並設第一扣固端與第二扣固端,前述第一扣固端可扣合於第一峰部的第一扣合端,前述第二扣固端可扣合於第一峰部的第二扣合端。前述上支承件由對稱的第三元件與第四元件組成,上支承件並形成有支承面,可與上層鋼板的第二峰部栓設結合,達到雙層結構鋼板之效用。The double-layer steel plate of the present invention is provided with a connecting seat above the first peak. The connecting seat is composed of a lower fastener and an upper support. The lower fastener is composed of a symmetrical first element and a second element. The fastener has a first fastening end and a second fastening end, the first fastening end can be fastened to the first fastening end of the first peak, and the second fastening end can be fastened to the first peak The second snap-in end. The aforementioned upper support is composed of symmetrical third and fourth elements. The upper support is formed with a support surface and can be bolted to the second peak of the upper steel plate to achieve the effect of a double-layer steel plate.

為了更貴審查官更了解本發明,該最佳實施方式,可參閱圖1~8所示,本發明,至少包含鋼板1、支承座2及連結座3等元件。In order for the more expensive examiner to understand the present invention better, the best embodiment can be seen in FIGS. 1 to 8. The present invention includes at least a steel plate 1, a supporting base 2 and a connecting base 3 and other components.

如圖1,前述鋼板1設板面10,前述板面10可設複數強化突緣或不設強化突緣,均無不可。前述板面10兩側各自第一結合部11與第二結合部12。前述鋼板1可作為下層鋼板與上層鋼板之結構特徵,讓雙層鋼板之下層鋼板與上層鋼板可為相同結構特徵形狀,當然,也可以不同結構特徵之下層鋼板與上層鋼板組成。As shown in FIG. 1, the steel plate 1 is provided with a plate surface 10, and the plate surface 10 may be provided with a plurality of reinforced flanges or no reinforced flanges. The first coupling portion 11 and the second coupling portion 12 on each side of the aforementioned board surface 10. The foregoing steel plate 1 can be used as the structural characteristics of the lower steel plate and the upper steel plate, so that the lower steel plate and the upper steel plate of the double-layer steel plate can have the same structural characteristic shape, and of course, they can also be composed of the lower steel plate and the upper steel plate with different structural characteristics.

如圖2及3,前述下層鋼板相鄰的第一鋼板1a與第二鋼板1b互相結合,係以第一鋼板1a之第一結合部11為第二鋼板1b的第二結合部12包覆結合形成第一峰部13,亦即,前述第一峰部13係以第二鋼板1b的第二結合部12包覆於第一鋼板1a的第一結合部11的外表面,並互相扣合結合成一體,讓相鄰的第一鋼板1a與第二鋼板1b扣合產生的第一峰部13具備極佳的扣固效果,非以特別破壞之方式,無法讓第一峰部13分離,以提升鋼板的抗風壓效果。並於前述第一峰部13設第一扣合端130與第二扣合端131,讓下層鋼板相鄰的第一鋼板與第二鋼板之結合具備較佳的扣固應力,提升抗風壓之效益。前述第一扣合端130係由第一鋼板之第一結合部的第一平面130a、第一側面130b與第一彎折面130c組成。前述第二扣合端131係由第二鋼板之第二結合部的第二平面131a、第二側面131b與第二彎折面131c組成。As shown in FIGS. 2 and 3, the first steel plate 1a and the second steel plate 1b adjacent to the lower steel plate are combined with each other, and the first bonding portion 11 of the first steel plate 1a is the second bonding portion 12 of the second steel plate 1b. The first peak portion 13 is formed, that is, the first peak portion 13 is coated with the second joint portion 12 of the second steel plate 1b on the outer surface of the first joint portion 11 of the first steel plate 1a, and is engaged with each other The first peak 13 formed by the buckling of the adjacent first steel plate 1a and the second steel plate 1b has an excellent fastening effect, and the first peak 13 cannot be separated without a special destruction method. Improve the anti-wind pressure effect of the steel plate. Moreover, a first engaging end 130 and a second engaging end 131 are provided on the first peak portion 13 so that the combination of the first steel plate and the second steel plate adjacent to the lower steel plate has better fastening stress and improves wind resistance Benefit. The first engaging end 130 is composed of a first plane 130a, a first side surface 130b, and a first bending surface 130c of the first joint portion of the first steel plate. The second engaging end 131 is composed of the second plane 131a, the second side surface 131b and the second bending surface 131c of the second joint portion of the second steel plate.

如圖2及3,本發明之雙層結構鋼板的下層鋼板之安裝,係以第一鋼板1a的第一結合部11的凹入部設置於支承座2的上平面20,再以栓設元件21自第一鋼板1a的第一結合部11的凹入部往下栓設穿過支承座2,再與鋼架或鋼樑4栓固結合。換言之,前述下層鋼板的第一峰部13下方可為支承座2支承,並以栓設元件21自第一峰部13往下栓設穿過支承座2(指栓設元件21自第一鋼板1a的第一結合部11的凹入部往下栓設穿過支承座2),並與鋼架或鋼樑4結合連結。又於前述下層鋼板的第一鋼板1a與第二鋼板1b之板面10上方可鋪設耐燃、隔音、隔熱材5(如圖3)或不鋪設耐燃、隔音、隔熱材(如圖3),亦無不可。As shown in FIGS. 2 and 3, the installation of the lower layer steel plate of the double-layer structure steel plate of the present invention is provided by the concave portion of the first joint portion 11 of the first steel plate 1a on the upper plane 20 of the support base 2, and then the bolt 21 The recessed portion of the first coupling portion 11 of the first steel plate 1a is bolted down through the support base 2, and then bolted and coupled with the steel frame or the steel beam 4. In other words, below the first peak 13 of the lower steel plate can be supported by the support base 2 and bolted through the support base 2 from the first peak 13 through the bolt 21 (referring to the bolt 21 from the first steel plate) The recessed portion of the first coupling portion 11 of 1a is bolted downward through the support base 2), and is coupled to the steel frame or the steel beam 4. Furthermore, on the surface 10 of the first steel plate 1a and the second steel plate 1b of the lower steel plate, flame-resistant, sound-insulating, and heat-insulating materials 5 (see FIG. 3) or no flame-resistant, sound-insulating, and heat-insulating materials (see FIG. 3) , It's okay.

如圖2及3,當前述下層鋼板的第一鋼板1a與第二鋼板1b互相結合後所形成的第一峰部13上方可為連結座3設置。前述連結座3係由下扣固件3a與上支承件3b組成,前述下扣固件3a係由對稱的第一元件30與第二元件31組成,並形成第一扣固端300與第二扣固端310,前述第一扣固端300係由第一元件30的左平面300a、左側面300b與左彎折面300c組成,以對應於前述第一扣合端130,前述第一扣合端130係由第一峰部13的第一平面130a、第一側面130b與第一彎折面130c。前述第二扣固端310係由右平面310a、右側面310b與右彎折面310c組成,以對應於前述第二扣合端131,前述第二扣合端131係由第一峰部13的第二平面131a、第二側面131b與第二彎折面131c組成。並以前述第一扣固端300扣合於前述第一峰部13的第一扣合端130,再以前述第二扣固端310扣合於前述第一峰部13的第二扣合端131。前述下扣固件3a的上方設栓設立面32,前述栓設立面32設穿孔320,以為栓設元件60穿過並栓固。前述栓設立面32係由前述第一元件30的栓設面301與第二元件31的栓設面311並靠構成,前述栓設立面32的穿孔320係由前述第一元件30的栓設面301的穿孔301a與第二元件31的栓設面311之穿孔311a並靠構成。位於前述栓設立面32的上方設支撐面34,係由前述第一元件30的上平面302與第二元件31的上平面312並靠構成。As shown in FIGS. 2 and 3, when the first steel plate 1 a and the second steel plate 1 b of the foregoing lower steel plate are combined with each other, the connecting base 3 may be provided above the first peak 13 formed. The connecting base 3 is composed of a lower fastener 3a and an upper support 3b. The lower fastener 3a is composed of a symmetrical first element 30 and a second element 31, and forms a first fastening end 300 and a second fastening End 310, the first fastening end 300 is composed of the left plane 300a, the left side 300b and the left bending surface 300c of the first element 30, corresponding to the first fastening end 130, the first fastening end 130 The first flat surface 130a, the first side surface 130b, and the first bending surface 130c of the first peak 13 are formed. The second fastening end 310 is composed of a right plane 310a, a right side 310b, and a right bending surface 310c to correspond to the second fastening end 131, and the second fastening end 131 is formed by the first peak 13 The second flat surface 131a, the second side surface 131b and the second bending surface 131c are formed. And the first fastening end 300 is fastened to the first fastening end 130 of the first peak 13, and the second fastening end 310 is fastened to the second fastening end of the first peak 13 131. A bolt installation surface 32 is provided above the lower fastener 3a, and a hole 320 is provided on the bolt installation surface 32 to allow the bolt component 60 to pass through and be bolted. The bolt mounting surface 32 is formed by the bolt mounting surface 301 of the first element 30 and the bolt mounting surface 311 of the second element 31, and the perforation 320 of the bolt mounting surface 32 is formed by the bolt mounting surface of the first element 30 The perforation 301a of 301 and the perforation 311a of the mounting surface 311 of the second element 31 are close to each other. A support surface 34 is provided above the bolt installation surface 32 and is composed of the upper plane 302 of the first element 30 and the upper plane 312 of the second element 31 juxtaposed.

如圖2及3,前述連結座3的上支承件3b係由對稱的第三元件35與第四元件36組成,前述上支承件3b設下栓設面37,以設置於前述下扣固件3a的栓設立面32之中,前述下栓設面37設穿孔370,以對應於前述栓設立面32之穿孔320,以為栓設元件60穿過並栓固。前述下栓設面37係由前述第三元件35的栓設面350與第四元件36的栓設面360並靠構成,前述下栓設面37的穿孔370係由前述第三元件35的栓設面350的穿孔350a與第四元件36的栓設面360之穿孔360a並靠構成。位於前述上支承件3b的下栓設面37的上方設支承結構體38,可為前述支撐面34支承定位。前述支承結構體38係由第三元件35的左下平面351、左立面352及上左平面353,與第四元件36的右下平面361、右立面362及上右平面363組合而成,並於支承結構體38的內部形成中孔380。為讓前述支承結構體38得以承受自攻螺絲的鎖合壓力,且避免第四元件的上右平面363被自攻螺絲往下推離偏斜,乃於前述第三元件35的左立面352及上左平面353接合處設內凹槽353a,以為第四元件36的上右平面363末端可以插設入適當之深度,產生定位結合。As shown in FIGS. 2 and 3, the upper support 3b of the connecting base 3 is composed of a symmetrical third element 35 and a fourth element 36. The upper support 3b is provided with a lower bolt mounting surface 37 to be disposed on the lower fastener 3a Among the bolt installation surfaces 32, the lower bolt installation surface 37 is provided with a through hole 370 to correspond to the through hole 320 of the bolt installation surface 32 for the bolt element 60 to pass through and be bolted. The lower bolt mounting surface 37 is composed of the bolt mounting surface 350 of the third element 35 and the bolt mounting surface 360 of the fourth element 36, and the perforation 370 of the lower bolt mounting surface 37 is formed by the bolt of the third element 35 The perforation 350a of the mounting surface 350 and the perforation 360a of the plugging surface 360 of the fourth element 36 are constructed together. A support structure 38 is provided above the lower bolt installation surface 37 of the upper support member 3b to support and position the support surface 34. The aforementioned support structure 38 is composed of the lower left plane 351, left elevation 352 and upper left plane 353 of the third element 35, and the lower right plane 361, right elevation 362 and upper right plane 363 of the fourth element 36, A middle hole 380 is formed inside the support structure 38. In order to allow the supporting structure 38 to withstand the locking pressure of the self-tapping screw, and to prevent the upper right plane 363 of the fourth element from being deflected downward by the self-tapping screw, it is on the left elevation 352 of the third element 35 An inner groove 353a is provided at the junction of the upper left plane 353, so that the end of the upper right plane 363 of the fourth element 36 can be inserted into an appropriate depth to produce a positioning combination.

如圖2及3,前述下層鋼板、支承座2與連結座3的安裝過程,當前述下層鋼板的第一鋼板1a的第一結合部11與第二鋼板1b的第二結合部12互為結合前,係以第一鋼板1a凹入部設置於支承座2的上平面20,再以栓設元件21自第一鋼板1a的第一結合部11的凹入部往下栓設穿過支承座2,再與鋼架或鋼樑4栓固結合。換言之,前述下層鋼板的第一峰部13下方可為支承座2支承,並以栓設元件21自第一峰部13往下栓設穿過支承座2,並與鋼架或鋼樑4結合連結。再將前述第二鋼板1的第二結合部12包覆扣合於前述第一鋼板1a的外表面。以於前述下層鋼板的相鄰互為結合的第一鋼板1a第二鋼板1b產生第一峰部13,並於第一峰部形成第一扣合端130與第二扣合端131。再以前述連結座3的第一扣固端300扣合於前述第一峰部13的第一扣合端130,再以前述第二扣固端310扣合於前述第一峰部13的第二扣合端131。之後,再將連結座3的上支承件3b的下栓設面37設置於前述下扣固件3a的栓設立面32之中,並讓前述下栓設面37穿孔370對應於前述栓設立面32之穿孔320,再以栓設元件60穿過並栓固。栓固前,前述上支承件3b的支承結構體38之由第三元件35的左立面352及上左平面353所設之內凹槽353a可為第四元件36的上右平面363末端可以插設入適當之深度,使其可快速穩固的精準定位結合,並提升上右平面363與上左平面353之結構支撐力,即可完成下層鋼板、支承座2與連結座3的精實安裝。As shown in FIGS. 2 and 3, the installation process of the lower steel plate, the supporting base 2 and the connecting base 3 is such that when the first joint portion 11 of the first steel plate 1a and the second joint portion 12 of the second steel plate 1b are joined to each other Before, the recessed portion of the first steel plate 1a is provided on the upper plane 20 of the support base 2, and the bolt element 21 is bolted downward from the recessed portion of the first joint portion 11 of the first steel plate 1a through the support base 2, Then it is bolted and combined with the steel frame or steel beam 4. In other words, below the first peak 13 of the lower steel plate can be supported by the support base 2 and bolted downward from the first peak 13 through the support base 2 and combined with the steel frame or steel beam 4 link. Then, the second coupling portion 12 of the second steel plate 1 is coated and fastened to the outer surface of the first steel plate 1a. The first peak 13 is formed by the first steel plate 1a and the second steel plate 1b that are adjacent to each other in the lower layer steel plate, and the first engaging end 130 and the second engaging end 131 are formed at the first peak. Then, the first fastening end 300 of the connecting base 3 is fastened to the first fastening end 130 of the first peak portion 13, and then the second fastening end 310 is fastened to the first fastening portion 13 of the first peak portion 13二扣合端131. After that, the lower bolt mounting surface 37 of the upper support 3b of the connecting base 3 is set in the bolt mounting surface 32 of the lower fastener 3a, and the lower bolt mounting surface 37 is perforated 370 corresponding to the bolt mounting surface 32 The through hole 320 is then penetrated and fixed by the bolting element 60. Before bolting, the inner groove 353a provided by the left vertical surface 352 of the third element 35 and the upper left plane 353 of the support structure 38 of the upper support 3b may be the end of the upper right plane 363 of the fourth element 36. Insert into an appropriate depth, so that it can be quickly and firmly combined with accurate positioning, and improve the structural support of the upper right plane 363 and the upper left plane 353, and then the complete installation of the lower steel plate, the supporting base 2 and the connecting base 3 can be completed .

如圖4~8,當要將上層鋼板設置於前述下層鋼板、支承座2與連結座3上方,係以上層鋼板的第三鋼板1c的第一結合部11a的凹入部設置於連結座3的支承結構體38的上平面381,再以栓設元件22自第三鋼板1c的第一結合部11a的凹入部往下栓設穿過支承結構體38的上平面381,即可與連結座3栓固結合。再以上層鋼板的第四鋼板1d的第二結合部12a與前述第三鋼板1c的第一結合部11a結合形成第二峰部13a,即可完成上層鋼板與連結座3之間的結合。As shown in FIGS. 4 to 8, when the upper steel plate is to be provided above the lower steel plate, the supporting base 2 and the connecting base 3, the concave portion of the first coupling portion 11 a of the third steel plate 1 c of the upper steel plate is provided on the connecting base 3 The upper plane 381 of the support structure 38 is bolted down through the upper plane 381 of the support structure 38 from the concave portion of the first coupling portion 11a of the third steel plate 1c with the bolting element 22 Bolted together. Further, the second joint portion 12a of the fourth steel plate 1d of the upper-layer steel plate is combined with the first joint portion 11a of the third steel plate 1c to form the second peak portion 13a, and the coupling between the upper-layer steel plate and the coupling seat 3 can be completed.

如圖6及8,當鋪設安裝前述上層鋼板之前,可於下層鋼板的第一鋼板1a與第二鋼板1b之板面10上方鋪設耐燃、隔音、隔熱材5(如圖3~7);或不鋪設耐燃、隔音、隔熱材(如圖2及7),均無不可。As shown in Figures 6 and 8, before laying and installing the upper steel plate, a flame-resistant, sound-insulating and heat-insulating material 5 can be laid on the surface 10 of the first steel plate 1a and the second steel plate 1b of the lower steel plate (see Figures 3-7); Or do not lay flame retardant, sound insulation and heat insulation materials (as shown in Figures 2 and 7).

綜上指陳,本發明之雙層結構鋼板,藉由連結座3讓下層鋼板與上層鋼板為平形狀鋪設,增加建築物的美感,且者更於下層鋼板與上層鋼板之間產生氣流流動空間7,當上層鋼板受到太陽照射所產生的熱源,不會直接接觸下層鋼板,金屬建築物的室內空間不會產生高溫,得減少能源損耗。如有發生火災等災害,藉由該氣流流動空間7,可延緩下層鋼板的熱源接觸上層鋼板的時間,再藉由上層鋼板拉引下層鋼板,以延長建築物屋頂坍塌的時間,讓建築物內的人員、財物得以適時撤離,降低損害,並提昇抗風壓效能,增加金屬建築物的美感,為本案之組成。In summary, the double-layer steel plate of the present invention, by connecting the base 3, allows the lower steel plate and the upper steel plate to be laid in a flat shape, which increases the aesthetic of the building, and also creates an air flow space between the lower steel plate and the upper steel plate 7. When the heat source generated by the upper steel plate is irradiated by the sun, it will not directly contact the lower steel plate, and the indoor space of the metal building will not generate high temperature, and the energy consumption must be reduced. In the event of fire or other disasters, the air flow space 7 can delay the time when the heat source of the lower steel plate contacts the upper steel plate, and then pull the lower steel plate through the upper steel plate to extend the time of the roof collapse of the building and let the building inside The personnel and property can be evacuated in a timely manner to reduce damage, improve the resistance to wind pressure, and increase the beauty of metal buildings.

前述實施例或圖式並非限定本發明之態樣、結構或使用方式,任何所屬技術領域中具有通常知識者之適當變化或修飾,皆應視為不脫離本發明之專利範疇。The foregoing embodiments or drawings do not limit the appearance, structure, or use of the present invention. Any appropriate changes or modifications by those with ordinary knowledge in the technical field should be regarded as not departing from the patent scope of the present invention.

1‧‧‧鋼板 10‧‧‧板面 11、11a‧‧‧第一結合部 12、12a‧‧‧第二結合部 1a‧‧‧第一鋼板 1b‧‧‧第二鋼板 1c‧‧‧第三鋼板 1d‧‧‧第四鋼板 13‧‧‧第一峰部 13a‧‧‧第二峰部 130‧‧‧第一扣合端 131‧‧‧第二扣合端 130a‧‧‧第一平面 130b‧‧‧第一側面 130c‧‧‧第一彎折面 131a‧‧‧第二平面 131b‧‧‧第二側面 131c‧‧‧第二彎折面 2‧‧‧支承座 20‧‧‧上平面 21‧‧‧栓設元件 22‧‧‧栓設元件 3‧‧‧連結座 3a‧‧‧下扣固件 3b‧‧‧上支承件 30‧‧‧第一元件 31‧‧‧第二元件 300‧‧‧第一扣固端 310‧‧‧第二扣固端 300a‧‧‧左平面 300b‧‧‧左側面 300c‧‧‧左彎折面 310a‧‧‧右平面 310b‧‧‧右側面 310c‧‧‧右彎折面 32‧‧‧栓設立面 320‧‧‧穿孔 301、311‧‧‧栓設面 301a、311a‧‧‧穿孔 302‧‧‧上平面 312‧‧‧上平面 34‧‧‧支撐面 35‧‧‧第三元件 36‧‧‧第四元件 37‧‧‧下栓設面 370‧‧‧穿孔 350、360‧‧‧栓設面 350a、360a‧‧‧穿孔 363‧‧‧上右平面 351‧‧‧左下平面 352‧‧‧左立面 353‧‧‧上左平面 353a‧‧‧內凹槽 361‧‧‧右下平面 362‧‧‧右立面 38‧‧‧支承結構體 380‧‧‧中孔 381‧‧‧上平面 4‧‧‧鋼架或鋼樑 5‧‧‧耐燃、隔音、隔熱材 60‧‧‧栓設元件 7‧‧‧氣流流動空間 1‧‧‧ Steel plate 10‧‧‧Panel 11.11a‧‧‧The first joint 12, 12a‧‧‧Second joint 1a‧‧‧The first steel plate 1b‧‧‧Second steel plate 1c‧‧‧third steel plate 1d‧‧‧fourth steel plate 13‧‧‧First Peak 13a‧‧‧Second Peak 130‧‧‧First snap end 131‧‧‧Second snap end 130a‧‧‧The first plane 130b‧‧‧First side 130c‧‧‧The first bending surface 131a‧‧‧Second plane 131b‧‧‧Second side 131c‧‧‧Second bending surface 2‧‧‧support seat 20‧‧‧up plane 21‧‧‧bolt element 22‧‧‧bolt element 3‧‧‧Connecting seat 3a‧‧‧Down fastener 3b‧‧‧Upper support 30‧‧‧The first component 31‧‧‧Second component 300‧‧‧First fixing end 310‧‧‧Second fixing end 300a‧‧‧left plane 300b‧‧‧Left side 300c‧‧‧Left bending surface 310a‧‧‧Right plane 310b‧‧‧right side 310c‧‧‧Right bending surface 32‧‧‧Board setting surface 320‧‧‧Perforation 301, 311‧‧‧ bolting surface 301a, 311a 302‧‧‧up plane 312‧‧‧up plane 34‧‧‧Supporting surface 35‧‧‧The third component 36‧‧‧The fourth component 37‧‧‧ Lower bolt design surface 370‧‧‧Perforation 350、360‧‧‧bolt surface 350a, 360a‧‧‧Perforation 363‧‧‧upper right plane 351‧‧‧lower left plane 352‧‧‧left elevation 353‧‧‧up left plane 353a‧‧‧Inner groove 361‧‧‧ Lower right plane 362‧‧‧right elevation 38‧‧‧Support structure 380‧‧‧Medium hole 381‧‧‧up plane 4‧‧‧Steel frame or steel beam 5‧‧‧Combustible, sound insulation and heat insulation materials 60‧‧‧bolt element 7‧‧‧Air flow space

圖1是本發明之鋼板視圖。 圖2是是本發明之下層鋼板安裝之視圖一 圖3本發明之下層鋼板安裝之視圖二。 圖4是本發明之上層鋼板安裝視圖一。 圖5是本發明之上層鋼板安裝立體分解視圖。 圖6是本發明之雙層鋼板實施例一之視圖。 圖7是本發明之雙層鋼板實施例一之立體視圖。 圖8是本發明之雙層鋼板實施例二的視圖。Figure 1 is a view of the steel plate of the present invention. Fig. 2 is a view 1 of the installation of the lower steel plate of the present invention. Fig. 3 A view 2 of the installation of the lower steel plate of the present invention. Figure 4 is the first view of the installation of the upper steel plate of the present invention. Figure 5 is an exploded perspective view of the installation of the upper steel plate of the present invention. 6 is a view of the first embodiment of the double-layer steel plate of the present invention. 7 is a perspective view of the first embodiment of the double-layer steel plate of the present invention. 8 is a view of the second embodiment of the double-layer steel plate of the present invention.

11、11a‧‧‧第一結合部 11.11a‧‧‧The first joint

12、12a‧‧‧第二結合部 12, 12a‧‧‧Second joint

1a‧‧‧第一鋼板 1a‧‧‧The first steel plate

1b‧‧‧第二鋼板 1b‧‧‧Second steel plate

1c‧‧‧第三鋼板 1c‧‧‧third steel plate

1d‧‧‧第四鋼板 1d‧‧‧fourth steel plate

13‧‧‧第一峰部 13‧‧‧First Peak

13a‧‧‧第二峰部 13a‧‧‧Second Peak

2‧‧‧支承座 2‧‧‧support seat

20‧‧‧上平面 20‧‧‧up plane

21‧‧‧栓設元件 21‧‧‧bolt element

22‧‧‧栓設元件 22‧‧‧bolt element

3‧‧‧連結座 3‧‧‧Connecting seat

30‧‧‧第一元件 30‧‧‧The first component

31‧‧‧第二元件 31‧‧‧Second component

32‧‧‧栓設立面 32‧‧‧Board setting surface

34‧‧‧支撐面 34‧‧‧Supporting surface

37‧‧‧下栓設面 37‧‧‧ Lower bolt design surface

38‧‧‧支承結構體 38‧‧‧Support structure

380‧‧‧中孔 380‧‧‧Medium hole

381‧‧‧上平面 381‧‧‧up plane

4‧‧‧鋼架或鋼樑 4‧‧‧Steel frame or steel beam

5‧‧‧耐燃、隔音、隔熱材 5‧‧‧Combustible, sound insulation and heat insulation materials

60‧‧‧栓設元件 60‧‧‧bolt element

Claims (16)

一種雙層結構鋼板,至少包含:鋼板,係由下層鋼板與上層鋼板組成,前述下層鋼板的第一峰部下方設支承座,並以栓設元件自第一峰部往下栓設穿過支承座,並與鋼架或鋼梁結合;位於前述第一峰部上方設連結座,前述連結座設下扣固件與上支承件,可以前述下扣固件扣合於前述第一峰部的外圍,再以栓設元件將前述下扣固件與上支承件栓固結合,再以上層鋼板的第二峰部與前述上支承件結合栓固,即可於下層鋼板與上層鋼板之間產生氣流流動空間,形成雙層結構鋼板,讓上層鋼板與下層鋼板形成平行結構,發揮金屬建築抗風壓之功效。A double-layer structure steel plate, at least comprising: a steel plate, which is composed of a lower steel plate and an upper steel plate, a support seat is provided below the first peak of the lower steel plate, and a bolt is inserted through the support from the first peak down Seat, and combined with a steel frame or a steel beam; a connecting seat is provided above the first peak, the connecting seat is provided with a lower fastener and an upper support member, and the lower fastener can be fastened to the periphery of the first peak, Then, the lower fastener and the upper support are bolted and combined with a bolting component, and then the second peak portion of the upper steel plate is bolted and combined with the upper support to create an air flow space between the lower steel plate and the upper steel plate , To form a double-layer steel plate, allowing the upper steel plate and the lower steel plate to form a parallel structure, exerting the anti-wind pressure effect of the metal building. 根據請求項1所述之雙層結構鋼板,前述鋼板可作為下層鋼板與上層鋼板之結構特徵,讓下層鋼板與上層鋼板可為相同結構特徵形狀,或前述下層鋼板與上層鋼板為不同結構特徵組成。According to the double-layer steel plate according to claim 1, the aforementioned steel plate can be used as the structural characteristics of the lower steel plate and the upper steel plate, so that the lower steel plate and the upper steel plate can have the same structural characteristic shape, or the lower steel plate and the upper steel plate are composed of different structural characteristics . 根據請求項2所述之雙層結構鋼板,前述下層鋼板相鄰的第一鋼板與第二鋼板互相結合,係以第一鋼板之第一結合部為第二鋼板的第二結合部包覆結合形成第一峰部,即前述第一峰部係以第二鋼板的第二結合部包覆於第一鋼板的第一結合部的外表面,並互相扣合結合成一體,讓相鄰的第一鋼板與第二鋼板扣合產生的第一峰部具備極佳的扣固效果,提升鋼板的抗風壓效果。According to the double-layer structure steel plate of claim 2, the first steel plate and the second steel plate adjacent to the lower steel plate are combined with each other, and the first bonding portion of the first steel plate is the second bonding portion of the second steel plate. The first peak is formed, that is, the first peak is covered with the second joint of the second steel plate on the outer surface of the first joint of the first steel plate, and is combined with each other to form an integral part The first peak formed by the buckling of the first steel plate and the second steel plate has an excellent buckling effect, which improves the wind pressure resistance of the steel plate. 根據請求項3所述之雙層結構鋼板,前述第一峰部之第一扣合端係由第一鋼板之第一結合部的第一平面、第一側面與第一彎折面組成;前述第二扣合端係由第二鋼板之第二結合部的第二平面、第二側面與第二彎折面組成。According to the double-layer structure steel plate of claim 3, the first engaging end of the first peak portion is composed of the first plane, the first side surface, and the first bending surface of the first joint portion of the first steel plate; The second engaging end is composed of a second plane, a second side surface and a second bending surface of the second joint portion of the second steel plate. 依請求項1所述之雙層結構鋼板,前述下層鋼板之安裝,係以第一鋼板的第一結合部的凹入部設置於支承座的上平面,再以栓設元件自第一鋼板的第一結合部的凹入部往下栓設穿過支承座,再與鋼架或鋼樑栓固結合;換言之,前述下層鋼板的第一峰部下方可為支承座支承,並以栓設元件自第一峰部往下栓設穿過支承座,並與鋼架或鋼樑結合。According to the double-layer structure steel plate of claim 1, the installation of the lower steel plate is provided with the recessed portion of the first joint portion of the first steel plate on the upper plane of the support base, and then with the bolt element from the first steel plate. A recessed portion of a joint portion is bolted down through the support base, and then bolted and combined with the steel frame or steel beam; in other words, the first peak of the lower steel plate can be supported by the support base, and the bolt element is used from the first A peak is bolted down through the support base and combined with the steel frame or steel beam. 依請求項5所述之雙層結構鋼板,前述下層鋼板的第一鋼板與第二鋼板互相結合後所形成的第一峰部上方可為連結座設置。According to the double-layer structure steel plate of claim 5, the first steel plate and the second steel plate of the lower steel plate are combined with each other to form a connection seat above the first peak. 依請求項6所述之雙層結構鋼板,前述連結座由下扣固件與上支承件組成,前述下扣固件由對稱的第一元件與第二元件組成,並形成第一扣固端與第二扣固端,前述第一扣固端由第一元件的左平面、左側面與左彎折面組成,以對應於前述第一峰部的第一扣合端,前述第一扣合端由第一峰部的第一平面、第一側面與第一彎折面組成;前述第二扣固端由第二元件的右平面、右側面與右彎折面組成,對應於前述第二峰部的第二扣合端,前述第二扣合端係由第一峰部的第二平面、第二側面與第二彎折面組成;如此,可以前述第一扣固端扣合於前述第一峰部的第一扣合端,再以前述第二扣固端扣合於前述第一峰部的第二扣合端。According to the double-layer structure steel plate of claim 6, the connection base is composed of a lower fastener and an upper support, the lower fastener is composed of a symmetrical first element and a second element, and forms a first fastening end and a second Two fastening ends, the first fastening end is composed of a left plane, a left side surface and a left bending surface of the first element, to correspond to the first fastening end of the first peak, the first fastening end is composed of The first plane, the first side surface and the first bending surface of the first peak portion; the second fastening end is composed of the right plane, the right side surface and the right bending surface of the second element, corresponding to the second peak portion The second fastening end is composed of the second plane of the first peak, the second side surface and the second bending surface; in this way, the first fastening end can be engaged with the first The first engaging end of the peak is then engaged with the second engaging end of the first peak. 依請求項7所述之雙層結構鋼板,前述連結座的下扣固件上方設栓設立面,前述栓設立面設穿孔,以為栓設元件穿過栓固;前述栓設立面係由前述第一元件的栓設面與第二元件的栓設面並靠構成,前述栓設立面的穿孔係由前述第一元件的栓設面的穿孔與第二元件的栓設面之穿孔並靠構成;位於前述栓設立面上方設支撐面,係由前述第一元件的上平面與第二元件的上平面並靠構成,可藉由前述支撐面以支承上支承座的支承結構體。According to the double-layer structure steel plate of claim 7, a bolt setting surface is provided above the lower fastener of the coupling seat, and the bolt setting surface is provided with a perforation to allow the bolt component to pass through the bolt; the bolt setting surface is formed by the first The bolting surface of the element and the bolting surface of the second element are formed side by side, and the perforation of the bolting surface is composed of the perforation of the bolting surface of the first element and the perforation of the bolting surface of the second element; The support surface above the bolt installation surface is composed of the upper plane of the first element and the upper plane of the second element juxtaposed, and the support structure of the upper support seat can be supported by the support surface. 依請求項7所述之雙層結構鋼板,前述連結座的上支承件由對稱的第三元件與第四元件組成,前述上支承件設下栓設面,以設置於前述下扣固件的栓設立面之中,前述下栓設面設穿孔,以對應於栓設立面之穿孔,以為栓設元件穿過並栓固。According to the double-layer structure steel plate of claim 7, the upper support member of the connecting base is composed of symmetrical third and fourth elements, and the upper support member is provided with a lower bolt installation surface to be provided on the bolt of the lower fastener Among the installation surfaces, the aforementioned lower bolt installation surface is perforated to correspond to the perforation of the bolt installation surface, so that the bolt component passes through and is bolted. 依請求項7所述之雙層結構鋼板,前述連結座的上支承件的下栓設面由第三元件的栓設面與第四元件的栓設面並靠構成,前述下栓設面的穿孔由前述第三元件的栓設面的穿孔與第四元件的栓設面之穿孔並靠構成。According to the double-layer structure steel plate of claim 7, the lower bolt mounting surface of the upper support of the connecting seat is composed of the bolt mounting surface of the third element and the bolt mounting surface of the fourth element, the The perforation is composed of the perforation of the bolting surface of the third element and the perforation of the bolting surface of the fourth element. 依請求項7所述之雙層結構鋼板,前述連結座的上支承件的下栓設面上方設支承結構體,可為下扣固件的支撐面支承定位;前述支承結構體由第三元件的左下平面、左立面及上左平面,與第四元件的右下平面、右立面及上右平面組成,並於前述支承結構體的內部形成中孔。According to the double-layer structure steel plate of claim 7, a support structure is provided above the lower bolt installation surface of the upper support of the connection seat, which can support and position the support surface of the lower fastener; the support structure is formed by the third element The lower left plane, the left vertical plane, and the upper left plane are composed of the lower right plane, the right vertical plane, and the upper right plane of the fourth element, and a middle hole is formed inside the aforementioned support structure. 依請求項11所述之雙層結構鋼板,前述支承結構體得承受自攻螺絲的鎖合壓力,乃於前述第三元件的左立面及上左平面接合處設內凹槽,以為第四元件的上右平面末端可以插設入適當之深度,產生定位結合。According to the double-layer structural steel plate described in claim 11, the support structure can withstand the locking pressure of the self-tapping screw, and an internal groove is provided at the junction of the left vertical surface and the upper left plane of the third element, which is considered to be the fourth The upper right end of the component can be inserted into the appropriate depth to produce a positioning combination. 依請求項1所述之雙層結構鋼板,前述下層鋼板、支承座與連結座的安裝,當前述下層鋼板的第一鋼板的第一結合部與第二鋼板的第二結合部互為結合前,係以前述下層鋼板的第一峰部下方可為支承座支承,並以栓設元件自第一峰部往下栓設穿過支承座,並與鋼架或鋼樑結合連結;再將前述第二鋼板的第二結合部包覆扣合於前述第一鋼板外表面;再於前述下層鋼板的第一峰部形成第一扣合端與第二扣合端;再以前述連結座的第一扣固端扣合於前述第一峰部的第一扣合端,以前述連結座的第二扣固端扣合於前述第一峰部的第二扣合端;之後,再將連結座的上支承件的下栓設面設置於前述下扣固件的栓設立面之中,讓前述下栓設面穿孔對應於前述栓設立面之穿孔,再以栓設元件穿過並栓固;栓固前,前述上支承件的支承結構體所設之內凹槽可為第四元件的上右平面末端插設入適當深度,產生定位結合,即可完成下層鋼板、支承座與連結座的精實安裝。According to the double-layer structure steel plate of claim 1, the lower steel plate, the supporting seat and the connecting seat are installed when the first joint portion of the first steel plate and the second joint portion of the second steel plate are before joining each other It is supported by the support base below the first peak of the lower steel plate, and is bolted down from the first peak through the support base and combined with the steel frame or steel beam; The second joint portion of the second steel plate is covered and fastened on the outer surface of the first steel plate; then the first joint end and the second joint end are formed on the first peak of the lower steel plate; A fastening end is fastened to the first fastening end of the first peak portion, and the second fastening end of the connecting base is fastened to the second fastening end of the first peak portion; The lower bolt mounting surface of the upper support member is set in the bolt mounting surface of the lower fastener, the perforation of the lower bolt mounting surface corresponds to the perforation of the bolt mounting surface, and then the bolt element is passed through and bolted; Before fixing, the inner groove provided in the support structure of the upper support member can be inserted into the appropriate depth for the upper right plane end of the fourth element to produce a positioning combination, which can complete the precision of the lower steel plate, the support seat and the connecting seat Real installation. 依請求項13所述之雙層結構鋼板,前述上層鋼板設置於前述下層鋼板、支承座與連結座上方,係以上層鋼板的第三鋼板的第一結合部的凹入部設置於連結座的支承結構體的上平面,再以栓設元件自第三鋼板的第一結合部的凹入部往下栓設穿過支承結構體的上平面,即可與連結座栓固結合;再以上層鋼板的第四鋼板的第二結合部與前述第三鋼板的第一結合部結合形成第二峰部即可完成上層鋼板與連結座之間的結合。The double-layer steel plate according to claim 13, wherein the upper steel plate is provided above the lower steel plate, the support seat and the connecting seat, and the recessed portion of the first joint portion of the third steel plate of the upper steel plate is provided on the support of the connecting seat The upper plane of the structure body is bolted down from the concave portion of the first joint portion of the third steel plate through the upper plane of the support structure body to be bolted and coupled with the connecting seat; The second joint portion of the fourth steel plate is combined with the first joint portion of the aforementioned third steel plate to form a second peak portion to complete the connection between the upper steel plate and the coupling seat. 依請求項14所述之雙層結構鋼板,鋪設安裝前述上層鋼板之前,可於下層鋼板的第一鋼板與第二鋼板之板面上方鋪設耐燃、隔音、隔熱材;或可不鋪設耐燃、隔音、隔熱材。According to the double-layer structural steel plate described in claim 14, before laying and installing the upper steel plate, flame-resistant, sound-insulating and heat-insulating materials may be laid over the first steel plate and the second steel plate of the lower steel plate; 、Insulation material. 依請求項1或13所述之雙層結構鋼板,其中可藉由前述連結座讓下層鋼板與上層鋼板為平形狀鋪設,增加建築物的美感,更於下層鋼板與上層鋼板產生一定之氣流流動空間,當上層鋼板的熱源,不會直接接觸下層鋼板,得以減少能源損耗;如有災害發生,藉由該氣流流動空間,可延緩下層鋼板之熱源接觸上層鋼板的時間,再藉由上層鋼板拉引下層鋼板,可延長建築物屋頂坍塌的時間,降低損害,並可提昇抗風壓效能。The double-layer steel plate according to claim 1 or 13, wherein the lower steel plate and the upper steel plate can be laid in a flat shape by the aforementioned connecting seat to increase the aesthetics of the building, and a certain air flow is generated in the lower steel plate and the upper steel plate Space, when the heat source of the upper steel plate does not directly contact the lower steel plate, energy loss can be reduced; if a disaster occurs, the airflow flow space can delay the time when the heat source of the lower steel plate contacts the upper steel plate, and then pull the upper steel plate The introduction of the lower steel plate can extend the time for the roof of the building to collapse, reduce the damage, and improve the resistance to wind pressure.
TW107121211A 2018-06-21 2018-06-21 Double-layer metal plate structure TW202001051A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI796725B (en) * 2021-07-13 2023-03-21 後東機械有限公司 Hidden type metal plate fastening seat

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI796725B (en) * 2021-07-13 2023-03-21 後東機械有限公司 Hidden type metal plate fastening seat

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