TW202001051A - Double-layer metal plate structure - Google Patents
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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
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
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
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
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
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
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
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
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
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
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
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)
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TW107121211A TW202001051A (en) | 2018-06-21 | 2018-06-21 | Double-layer metal plate structure |
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Cited By (1)
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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2018
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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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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