TW202033866A - Sliding type fastening base - Google Patents

Sliding type fastening base Download PDF

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TW202033866A
TW202033866A TW108128569A TW108128569A TW202033866A TW 202033866 A TW202033866 A TW 202033866A TW 108128569 A TW108128569 A TW 108128569A TW 108128569 A TW108128569 A TW 108128569A TW 202033866 A TW202033866 A TW 202033866A
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fixing seat
support portion
steel
steel plate
aforementioned
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TW108128569A
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Chinese (zh)
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TWI741346B (en
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蘇睿豪
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蘇睿豪
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Abstract

This invention relates to a sliding type fastening base, which includes at least a first component and a second component. Said first component is provided with a fastening portion for fastening a first component and a second component of a steel plate, and said second component is locked on a steel beam, a steel frame, a steel plate, a galvanized plate or a painted plate. A slidable structure is provided between the first component and the second component. In this way, the position of the fastening bracket can automatically adjust in accordance with the thermal expansion and contraction change of the steel plate, and avoid the situation that the steel plate and the fastening bracket are pulled apart from each other due to temperature changes.

Description

滑動式固定座Sliding mount

本發明係指定申請第108108414號、第108115350號及第108119623號共三案的國內優先權,係藉由鋼板的第一扣合部與固定座的扣固部預先結合,再讓相鄰鋼板的第二扣合部包覆於鋼板的第一扣合部與固定座的扣固部外圍,讓互為結合之二鋼板得以產生強大之扣固力,抵抗強風吹襲。並藉由固定座的第一元件與第二元件互為勾扣結合所形成的滑動空間,以確保鋼板與固定座可穩固結合,不受鋼板熱脹冷縮之影響,讓絞合型鋼板得以具備扣固型鋼板之效用。The present invention is to designate the domestic priority of the three applications No. 108108414, No. 108115350 and No. 108119623. The first fastening part of the steel plate and the fastening part of the fixing seat are combined in advance, and then the adjacent steel plate The second fastening part is wrapped around the outer periphery of the first fastening part of the steel plate and the fastening part of the fixing seat, so that the two steel plates that are combined with each other can generate a strong fastening force and resist strong wind. And through the sliding space formed by the first element and the second element of the fixing seat that are hooked and connected to each other, to ensure that the steel plate and the fixing seat can be firmly combined without being affected by the thermal expansion and contraction of the steel plate, so that the stranded steel plate can be It has the effect of fastening steel plate.

按各種相鄰金屬板件 (業界統稱鋼板)之間的結合,常見有絞合式結構與扣合型結構,通常需輔以固定座(架橋元件),讓相鄰鋼板的結合穩固,至於習知固定座,如新型第M537601號「隱藏式鋼板固定座」,藉由第一元件與鋼架或鋼樑栓設結合,再以前述第一元件一側的直立面與第二元件及第三元件之直立面互為併靠貼合,以為第一鋼板之抵設部設置支承;再以第二元件與鋼架或鋼樑栓設結合,於前述第二元件一側之直立面可與前述第一元件之直立面互為併靠貼合,得以該第二元件之上延伸面支承第三元件,並藉由栓設元件將第三元件與第二元件鎖合,並以前述第三元件之結合部為第一鋼板之結合槽與第二鋼板之扣固部部扣合。該習知者,將固定座與鋼樑或鋼架完全鎖死,當鋼板受到外部溫度之影響,產生必然的熱脹冷縮狀態時,可能讓鋼板與固定座鬆脫,影響建築物之牆面或屋頂之結構強度,當受到較大風壓時,建築物之牆面或屋頂即可能被掀開,為其缺點。According to the combination between various adjacent metal plates (referred to as steel plates in the industry), stranded structures and snap-fit structures are common, usually supplemented by fixing bases (bridging elements) to make the combination of adjacent steel plates stable. The fixing seat, such as the new M537601 "Hidden steel plate fixing seat", combines the first element with the steel frame or steel beam bolting, and then uses the vertical surface on the side of the first element to connect with the second element and the third element The vertical surfaces of the two elements are mutually and close to each other to provide support for the abutment part of the first steel plate; then the second element is combined with the steel frame or steel beam bolting, and the vertical surface on the side of the second element can be connected to the first The upright surfaces of one element are mutually and closely attached, so that the extended surface of the second element supports the third element, and the third element is locked with the second element by bolting the element, and the third element is The coupling part is the coupling groove of the first steel plate and the fastening part of the second steel plate. The conventional person completely locks the fixing seat and the steel beam or steel frame. When the steel plate is affected by the external temperature and produces a certain thermal expansion and contraction state, the steel plate and the fixing seat may become loose and affect the wall of the building. The structural strength of the surface or roof, when subjected to high wind pressure, the wall or roof of the building may be opened, which is a disadvantage.

次如發明第I547627號「隱藏式鋼板固定座」,則是以基座固設於鋼架或鋼樑,且於基座設橫向結合孔,以為上結合元件設置結合,讓前述上結合元件可移動,以配合鋼板的熱漲冷縮。惟該習知者,為要讓該上結合元件與該基座結合,必須進行第二次加工組裝,成本增大,滑動空間受到較大限制。Secondly, like Invention No. I547627 "Hidden Steel Plate Fixing Seat", the base is fixed to the steel frame or steel beam, and the base is provided with a horizontal coupling hole to set the coupling for the upper coupling element, so that the aforementioned upper coupling element can be Move to match the thermal expansion and contraction of the steel plate. However, in order to combine the upper coupling element with the base, the prior art requires a second process and assembly, which increases the cost and greatly restricts the sliding space.

又如新型第M469344號「絞合式鋼板之固定座改良」,包含二本體及二墊體,可以本體支撐鋼板,且可將墊體與本體的支撐單元固定,藉由併接件將二本體、二墊體組合成一體。惟,該習知者,墊體與本體完全結合再一起,欠缺可滑動之空間,無法配合鋼板的熱漲冷縮之變化,易讓鋼板與固定座脫離,無法承受較大風壓,鋼板即被掀開,造成財產損害。Another example is the new M469344 "Stranded steel plate fixing seat improvement", which includes two bodies and two cushion bodies, which can support the steel plate and fix the cushion body and the support unit of the body. The two bodies, The two cushion bodies are combined into one body. However, according to the prior art, the cushion body and the main body are completely integrated and then together, lack of slidable space, cannot cope with the change of the thermal expansion and contraction of the steel plate, and easily separate the steel plate from the fixed seat and cannot withstand large wind pressure. It was opened, causing property damage.

為此,本案發明人,特針對前揭習知絞合式鋼板之固定座,無法配合鋼板受到外部氣溫變化所產生熱脹冷縮之問題,加以研究,乃發明本案。For this reason, the inventor of this case has specifically studied the problem that the fixing seat of the conventional stranded steel plate cannot cope with the expansion and contraction of the steel plate caused by the change of the external temperature.

本發明之目的,乃是藉由與鋼板結合之固定座所預設的滑動空間,以配合鋼板受到外部溫度變化所產生的熱漲冷縮效用變化,以確保固定座與鋼板之間穩固的結合狀態,以維持建築物的屋頂或牆面的抗風壓效能,確保建築物之結構安全性。The purpose of the present invention is to use the preset sliding space of the fixing seat combined with the steel plate to match the change of the thermal expansion and contraction effect of the steel plate caused by the external temperature change, so as to ensure a stable combination between the fixing seat and the steel plate. State to maintain the wind pressure resistance of the roof or wall of the building to ensure the structural safety of the building.

為達上述目的,本發明之滑動式固定座,至少包含第一元件與第二元件,前述第一元件設扣固部以與前述鋼板之第一結合部與第二結合部互為結合,前述第二元件並被栓設於鋼樑或鋼架(例如C型鋼、M型鋼、方型鋼、Z型鋼、ㄇ型鋼等),或以鋼承板或鍍鋅板或烤漆板取代前述鋼樑或鋼架,前述第一元件可與第二元件結合後,可形成滑動空間,以配合前述鋼板熱脹冷縮之現象,避免前述鋼板與固定座受到溫度變化之影響而改變二者之結合狀態In order to achieve the above objective, the sliding fixing seat of the present invention includes at least a first element and a second element. The first element is provided with a fastening portion to be combined with the first joining portion and the second joining portion of the steel plate. The second element is bolted to a steel beam or steel frame (such as C-shaped steel, M-shaped steel, square steel, Z-shaped steel, ㄇ-shaped steel, etc.), or replaced by steel bearing plates, galvanized plates or painted plates. Frame, after the aforementioned first element can be combined with the second element, a sliding space can be formed to match the phenomenon of thermal expansion and contraction of the aforementioned steel plate, so as to prevent the aforementioned steel plate and fixing seat from being affected by temperature changes and changing the combined state of the two

本發明之滑動式固定座,可藉由固定座之第一支撐部與第二支撐部的高度變化,在施工運用上,產生不同之變化,如採用較高之第一支撐部與第二支撐部的固定座的第二元件,可在固定座側邊型成較大空間,被填入隔熱、隔音、耐燃材料或不被填入隔熱、隔音、耐燃材料,亦可。或如採用較低之第一支撐部與第二支撐部的固定座的第二元件,在固定座側邊形成較小空間,或可被填入較少的隔熱、隔音、耐燃材料或不被填入隔熱、隔音、耐燃材料,亦無不可。或施工過程,可於固定座之側邊再安裝有各類隔音、隔熱、耐燃材料;或不設隔音、隔熱、耐燃材料,亦無不可。The sliding fixing seat of the present invention can change the height of the first support part and the second support part of the fixing seat to produce different changes in construction and application, such as adopting higher first support part and second support The second element of the fixed seat of the part can be formed into a larger space on the side of the fixed seat, filled with heat-insulating, sound-insulating, and flame-resistant materials, or not filled with heat-insulating, sound-insulating, and flame-resistant materials. Or if the second element of the fixing seat adopts the lower first support part and the second support part, a smaller space is formed on the side of the fixing seat, or it can be filled with less heat-insulating, sound-insulating, flame-resistant materials or not It is also necessary to be filled with heat-insulating, sound-insulating, and flame-resistant materials. Or during the construction process, various sound insulation, heat insulation, and flame-resistant materials can be installed on the side of the fixed seat; or no sound insulation, heat insulation, and flame-resistant materials are required.

前述第一元件設直立面,且於直立面下方設第一鉤部,以與第二元件之第二鉤部鉤扣結合,且讓第一元件具有向左或右移動之作用,以配合鋼板的熱漲冷縮之環境變化。The aforementioned first element is provided with an upright surface, and a first hook is provided under the upright surface to hook and couple with the second hook of the second element, and allow the first element to move left or right to match the steel plate The environmental changes caused by the heat and cold.

前述第二元件設結合面,以與鋼樑或鋼架(例如C型鋼、M型鋼、方型鋼、Z型鋼、ㄇ型鋼等),或以各種形狀的支承鋼板(例如鋼承板、樓承板、鍍鋅板、烤漆板等)取代前述鋼樑或鋼架,讓固定座與支承鋼板栓設結合,位於前述結合面兩側設第一支撐部與第二支撐部,前述第一支撐部與第二支撐部係突出於前述結合面,以為該鋼板的板面之下表面可以設置支撐,於前述第一支撐部與第二支撐部之間設第二鉤部,可藉由前述第二鉤部為前述第一元件之第一鉤部鉤扣,讓前述第一元件與第二元件互為結合,前述第一元件的第一鉤部之寬度並小於前述第二元件之第二鉤部,以形成前述第一元件之滑動空間,可配合鋼板的熱漲冷縮,讓第一元件配合移動,防止鋼板與固定座分離,並可產生較佳的扣固應力,以提升金屬建築物的抗風壓效益。The aforementioned second element is provided with a bonding surface to connect with steel beams or steel frames (such as C-shaped steel, M-shaped steel, square steel, Z-shaped steel, ㄇ-shaped steel, etc.), or with various shapes of supporting steel plates (such as steel decks, floor decks, etc.) , Galvanized sheet, painted sheet, etc.) instead of the aforementioned steel beam or steel frame, so that the fixing seat and the supporting steel plate are bolted and connected, and a first support portion and a second support portion are provided on both sides of the aforementioned joint surface. The aforementioned first support portion and The second support part protrudes from the aforementioned joint surface, so that the lower surface of the steel plate can be supported. A second hook part is provided between the first support part and the second support part. Part is the first hook part of the first element, so that the first element and the second element are combined with each other, and the width of the first hook part of the first element is smaller than the second hook part of the second element, In order to form the sliding space of the aforementioned first element, it can be matched with the thermal expansion and contraction of the steel plate to allow the first element to move in coordination to prevent the steel plate from being separated from the fixed seat, and can generate better fastening stress to improve the resistance of the metal building. Wind pressure benefit.

前述第一元件的扣固部設一或一以上之扣折端,當固定座之第一元件的扣固部與鋼板之第一結合部結合過程,只須以手稍微搬動,即可將固定座之第一元件的扣折端扣入鋼板之第一結合部,讓固定座之第一元件的扣固部與鋼板之第一結合部快速結合且不易脫出。The fastening part of the aforementioned first element is provided with one or more buckle ends. When the fastening part of the first element of the fixing seat is combined with the first joining part of the steel plate, you only need to move it slightly with your hand to move The buckled end of the first element of the fixing seat is buckled into the first joining part of the steel plate, so that the buckling part of the first element of the fixing seat and the first joining part of the steel plate are quickly connected and not easy to come out.

前述固定座或可設有隔離元件,藉由前述隔離元件以填入前述第一支撐部與第二支撐部之兩端,除可將前述第一支撐部與第二支撐部之兩端封閉後,更可增強前述第一支撐部與第二支撐部之支撐力,可以支撐鋼板的設置安裝。The fixing seat may be provided with isolation elements. The isolation elements are used to fill the two ends of the first support portion and the second support portion, except that the two ends of the first support portion and the second support portion can be closed. , It can further strengthen the supporting force of the aforementioned first support part and the second support part, and can support the installation and installation of the steel plate.

前述隔離元件的另一功能,則是當鋼樑或鋼架(例如C型鋼、M型鋼、方型鋼、Z型鋼、ㄇ型鋼等)或支承鋼板(如鋼承板、樓承板、鍍鋅板、烤漆板等)與固定座為不同材質製成;或鋼板與固定座為不同材質製成時,可將鋼樑或鋼架或支承鋼板與固定座;或鋼板與固定座為適當的隔離,讓彼此不接觸或避免接觸以免產生接觸電位差,事先防範不同材質之鋼樑或鋼架或支承鋼板與固定座;或不同材質之鋼板與固定座因彼此材質的差異,造成材質電位差較弱者,快速鏽蝕的問題。Another function of the aforementioned isolation element is to act as a steel beam or steel frame (such as C-shaped steel, M-shaped steel, square steel, Z-shaped steel, ㄇ-shaped steel, etc.) or supporting steel plate (such as steel bearing plate, floor bearing plate, galvanized steel plate, etc.) , Paint plate, etc.) and the fixing seat are made of different materials; or when the steel plate and the fixing seat are made of different materials, the steel beam or the steel frame or the supporting steel plate and the fixing seat can be separated; or the steel plate and the fixing seat are properly separated, Do not touch each other or avoid contact to avoid contact potential difference. Take precautions against different materials of steel beams or steel frames or supporting steel plates and fixing bases; or different materials of steel plates and fixing bases due to the material difference between each other, resulting in weaker material potential difference, fast The problem of rust.

前述隔離元件係由橡膠或塑膠材質製成塊狀;或雙面膠帶;或發泡膠帶;或各類可隔離電位差的材質製成。並依據固定座之使用需求而由一或一以上之隔離元件組成。The aforementioned isolation element is made of rubber or plastic materials in block shape; or double-sided tape; or foam tape; or various materials that can isolate potential differences. And it is composed of one or more isolation elements according to the usage requirements of the fixed seat.

前述固定座之第一支撐部與第二支撐部可以各種加工方法成型,如以沖壓法成型,則可將前述第一支撐部與第二支撐部之兩端形成封閉狀。The first supporting portion and the second supporting portion of the aforementioned fixing seat can be formed by various processing methods. For example, forming by a stamping method, the two ends of the aforementioned first supporting portion and the second supporting portion can be formed into a closed shape.

為了更貴審查官更了解本發明,該最佳實施方式,可參閱圖1~21所示,本發明至少包含:鋼板1及固定座2。In order to make the examiner better understand the present invention, the best embodiment can be seen in Figures 1-21. The present invention at least includes a steel plate 1 and a fixing seat 2.

如圖1~4A,前述鋼板1設板面10,前述板面10或可設有複數強化突緣100(如圖1),或不設強化突緣,亦無不可。於前述板面10的兩側各自形成有第一結合部11、第二結合部12。前述第一結合部11並形成第一扣合端110,以利於與相鄰鋼板的第二結合部互為結合,且於前述第一結合部11再設凹折線111,以利於與固定座2的第一元件20之扣固部200扣合定位。前述第二結合部12為大圓弧狀,並形成有對稱的第二扣合端120a、第三扣合端120b,前述第二結合部12,位於前述第二扣合端120a的內側並形成有反折角120c,又於前述第三扣合端120b下方並形成下延伸面121。As shown in Figures 1 to 4A, the aforementioned steel plate 1 is provided with a plate surface 10, and the aforementioned plate surface 10 may be provided with a plurality of strengthened flanges 100 (as shown in FIG. 1), or no strengthened flanges are provided. A first coupling portion 11 and a second coupling portion 12 are respectively formed on both sides of the aforementioned board surface 10. The aforementioned first coupling portion 11 also forms a first coupling end 110 to facilitate mutual coupling with the second coupling portion of the adjacent steel plate, and a concave fold line 111 is further provided in the aforementioned first coupling portion 11 to facilitate the connection with the fixing seat 2 The fastening portion 200 of the first element 20 is fastened and positioned. The aforementioned second coupling portion 12 is in the shape of a large arc, and is formed with a symmetrical second coupling end 120a and a third coupling end 120b. The aforementioned second coupling portion 12 is located inside the aforementioned second coupling end 120a and forms There is a reflexed corner 120c, and a lower extension surface 121 is formed below the third buckling end 120b.

如圖2~4A,當鋼板1、相鄰鋼板1a及固定座2互相絞合結合,係可藉由前述鋼板1的第一結合部11被置入於固定座2的第一元件20之扣固部200內,並讓前述扣固部200扣固於第一結合部11的凹折線111,讓相鄰鋼板1a的第二結合部12包覆結合於前述鋼板1的第一結合部11與固定座2的第一元件20之扣固部200外圍,再以加工機將相鄰鋼板1a的第二結合部12絞合定型後,讓前述相鄰鋼板1a的第二結合部12之第二扣合端120a及第三扣合端120b分別扣固於前述固定座2的第一元件20之扣固部200之第四扣合端200a下緣及前述第一結合部11之第一扣合端110下緣,及前述固定座2的第一元件20之扣固部200的扣合突緣200b可抵觸於相鄰鋼板1a的第二結合部12之反折角120c,前述固定座2與相鄰鋼板1a即可定位結合,以形成絞合部13(如圖4及4A),讓前述鋼板1、相鄰鋼板1a及固定座之間的結合更為穩固。且讓前述相鄰鋼板1a的第二結合部12的下延伸面121向下並緊貼觸於鋼板1的第一結合部11的內側壁面,目的是當有較大風壓吹襲前述絞合部13時,藉由該下延伸面121所形成的抗風壓面,讓前述絞合部13不易變形,可以抵擋較大之風壓。As shown in Figures 2 to 4A, when the steel plate 1, the adjacent steel plate 1a and the fixing seat 2 are twisted and combined with each other, the first connecting portion 11 of the aforementioned steel plate 1 can be inserted into the buckle of the first element 20 of the fixing seat 2 In the fixing portion 200, the aforementioned fixing portion 200 is fastened to the concave fold line 111 of the first joining portion 11, so that the second joining portion 12 of the adjacent steel plate 1a is covered and joined to the first joining portion 11 and the first joining portion 11 of the aforementioned steel plate 1 The periphery of the fastening portion 200 of the first element 20 of the fixing base 2 is then twisted and shaped by the second joining portion 12 of the adjacent steel plate 1a, and the second joining portion 12 of the adjacent steel plate 1a The fastening end 120a and the third fastening end 120b are respectively fastened to the lower edge of the fourth fastening end 200a of the fastening portion 200 of the first element 20 of the fixing seat 2 and the first fastening of the first coupling portion 11 The lower edge of the end 110 and the buckling flange 200b of the buckling portion 200 of the first element 20 of the fixing seat 2 can abut against the reflex angle 120c of the second joining portion 12 of the adjacent steel plate 1a. The fixing seat 2 is opposite to The adjacent steel plates 1a can be positioned and combined to form a twisted portion 13 (as shown in Figures 4 and 4A), which makes the combination between the aforementioned steel plates 1, the adjacent steel plates 1a and the fixing seat more stable. And let the lower extension surface 121 of the second joint portion 12 of the adjacent steel plate 1a downward and closely contact the inner side wall surface of the first joint portion 11 of the steel plate 1, the purpose is when a large wind pressure hits the aforementioned strand The twisted portion 13 is not easily deformed by the wind pressure resistant surface formed by the lower extension surface 121, and can withstand greater wind pressure.

如圖5~7、10A~10C、12、13、16、17、18及20,前述固定座2設第一元件20及第二元件21,前述第一元件20設扣固部200,前述扣固部200並形成一定之內圓弧狀,配合前述鋼板1的第一結合部11的外觀,前述扣固端200的前端可成型有扣折端200c,前述扣折端200c可以為一(如圖5、10A)或一以上之數量(如圖10B)。前述扣折端200c如為單一,可設置於前述扣固部200前端之中間、或任意部位,但以中央位置最理想(如圖5)。前述扣折端200c如為單一,可自前述扣固部200的前端往前延伸,而與前述扣固部200同寬,亦無不可(如圖10A)。前述扣折端200c與扣固部200之銜接處並形成有反向彎折線200d,讓前述扣折端200c與扣固部200形成不同方向之變化,以利於前述反向彎折線200d的內側形成扣固點或線,不須工具即可將固定座之第一元件與鋼板結合(如圖2A)。前述扣固部200並形成有第四扣合端200a,以為前述相鄰鋼板1a的第二結合部12的第二扣合端120a扣合;或可於前述扣固部200的外下緣被加工形成有一或一以上之扣固突緣200b(如圖10C)。如前述,當鋼板1、相鄰鋼板1a及固定座2互相絞合後,或可藉由前述扣固突緣200b緊貼觸於相鄰鋼板1a的第二結合部12之反折角120c,前述固定座2與相鄰鋼板1a即可被定位結合,以形成絞合部13(如圖5及6)。位於前述第一元件20的扣固部200下方設直立面201,前述直立面201的高度係取決於鋼板的第一結合部與第二結合部的高度而定,並須考慮抗風壓之效果。前述直立面201可被沖壓複數加強肋201a,以強化直立面201的結構強度。前述直立面201可預設成型有穿孔201b,必要時可以自攻螺栓將鋼板與直立面栓固。位於前述直立面201的下方設第一鉤部202,係自前述直立面201的下端向內彎折所形成之向上鉤槽。As shown in Figures 5-7, 10A-10C, 12, 13, 16, 17, 18 and 20, the aforementioned fixing base 2 is provided with a first element 20 and a second element 21, the aforementioned first element 20 is provided with a fastening portion 200, and the aforementioned buckle The fixing portion 200 is also formed into a certain inner arc shape. To match the appearance of the first joining portion 11 of the aforementioned steel plate 1, the front end of the aforementioned fixing end 200 can be formed with a buckle end 200c, and the aforementioned buckle end 200c can be one (such as Figure 5, 10A) or more than one quantity (Figure 10B). If the buckle end 200c is single, it can be arranged in the middle or any part of the front end of the buckle portion 200, but the central position is the most ideal (Figure 5). If the aforementioned buckle end 200c is single, it can extend forward from the front end of the aforementioned buckle portion 200 and be the same width as the aforementioned buckle portion 200, which is not necessary (see FIG. 10A). A reverse bending line 200d is formed at the junction of the buckle end 200c and the buckle portion 200, so that the buckle end 200c and the buckle portion 200 change in different directions to facilitate the formation of the inner side of the reverse bending line 200d Fasten the fixing point or line, and the first element of the fixing seat can be combined with the steel plate without tools (Figure 2A). The fastening portion 200 is also formed with a fourth fastening end 200a for fastening the second fastening end 120a of the second coupling portion 12 of the adjacent steel plate 1a; or it can be attached to the outer lower edge of the fastening portion 200 Process to form one or more fastening flanges 200b (Figure 10C). As mentioned above, when the steel plate 1, the adjacent steel plate 1a and the fixing seat 2 are twisted with each other, or the fastening flange 200b can be closely contacted with the reflex angle 120c of the second joint 12 of the adjacent steel plate 1a. The fixing base 2 and the adjacent steel plate 1a can be positioned and combined to form a twisted portion 13 (see Figures 5 and 6). An upright surface 201 is provided below the fastening portion 200 of the first element 20. The height of the upright surface 201 depends on the height of the first and second joints of the steel plate, and the effect of wind pressure resistance must be considered. . The aforementioned vertical surface 201 may be stamped with a plurality of reinforcing ribs 201 a to strengthen the structural strength of the vertical surface 201. The aforementioned vertical surface 201 can be pre-formed with perforations 201b, and self-tapping bolts can be used to bolt the steel plate to the vertical surface when necessary. A first hook 202 is provided below the upright surface 201 and is an upward hook groove formed by bending inward from the lower end of the upright surface 201.

如圖5~7、10A~10C、12、13、16、17、18及20,前述固定座2的第二元件21設結合面210,前述結合面210可預設複數孔210a(當然也可免預設),再藉由栓設元件(或扣件)210b將第二元件21的結合面210與鋼樑或鋼架3(例如C型鋼(如圖8及9)、M型鋼(如圖11)、方型鋼(如圖14)、Z型鋼、ㄇ型鋼等,以下統稱鋼樑或鋼架)栓設結合,或以各種形狀之支承鋼板3a(如鋼承板、樓承板、鍍鋅板、烤漆板(參閱圖15),以下統稱支承鋼板)取代前述鋼樑或鋼架3,讓固定座與支承鋼板3a可互相栓設結合,且每支鋼樑或鋼架3或支承鋼板3a的上方,可按特定或不特定之間距設置複數固定座2。前述固定座2的第二元件21之結合面210可為平面狀或可被加工有複數突緣210c,均無不可,以強化結合面之結構強度。As shown in Figures 5-7, 10A-10C, 12, 13, 16, 17, 18, and 20, the second element 21 of the fixing seat 2 is provided with a coupling surface 210, and the coupling surface 210 can be preset with a plurality of holes 210a (of course, it can also Exempt from default), and then use the bolting element (or fastener) 210b to connect the joint surface 210 of the second element 21 with the steel beam or steel frame 3 (such as C-shaped steel (as shown in Figures 8 and 9), M-shaped steel (as shown in Figures) 11), square steel (as shown in Figure 14), Z-shaped steel, ㄇ-shaped steel, etc., hereinafter collectively referred to as steel beams or steel frames) bolting and combining, or supporting steel plates 3a of various shapes (such as steel decks, floor decks, galvanized Plate, baking varnish plate (refer to Figure 15), hereinafter collectively referred to as supporting steel plate) replace the aforementioned steel beam or steel frame 3, so that the fixing seat and supporting steel plate 3a can be bolted to each other, and each steel beam or steel frame 3 or supporting steel plate 3a Above the, you can set a plurality of fixed seats 2 with specific or unspecified distance. The joint surface 210 of the second element 21 of the fixing seat 2 can be flat or can be processed with a plurality of flanges 210c, all of which are necessary to strengthen the structural strength of the joint surface.

如圖5~7、12、13、16、17、18及20,前述固定座2的第二元件21的結合面210兩側設第一支撐部211a與第二支撐部211b,前述第一支撐部211a與第二支撐部211b可以各種加工方法成型,如以輪壓成型或沖壓成型,均無不可。前述第一支撐部211a與第二支撐部211b可因為不同之成型方法而可自由改變高度,如圖5~7、12、13、16、17、18及20之第一支撐部211a與第二支撐部211b的高度即大於圖14及15的第一支撐部211a與第二支撐部211b的高度。且在工程施工運用上,更可產生不同之變化,如採用較高之第一支撐部211a與第二支撐部211b的固定座2的第二元件21,可在固定座側邊型成較大空間,可被填入隔熱、隔音、耐燃材料4(參閱圖11及11A)或不被填入隔熱、隔音、耐燃材料4,亦可(如圖8、9、14、15、19及21)。或如採用較低之第一支撐部211a與第二支撐部211b的固定座2的第二元件21,在固定座側邊形成較小空間,或可被填入較少的隔熱、隔音、耐燃材料4或不被填入隔熱、隔音、耐燃材料4,亦可(如圖14、15、19及21),亦無不可。至於前述第一支撐部211a與第二支撐部211b可依成型方法之不同,讓兩端形成開放狀(如圖5~7、16及17)或封閉狀(如圖12、13及20),均無不可。As shown in Figures 5-7, 12, 13, 16, 17, 18 and 20, the first support portion 211a and the second support portion 211b are provided on both sides of the joint surface 210 of the second element 21 of the aforementioned fixing seat 2. The aforementioned first support The portion 211a and the second supporting portion 211b can be formed by various processing methods, such as forming by wheel press or stamping. The first support portion 211a and the second support portion 211b can be freely changed in height due to different molding methods, as shown in Figures 5-7, 12, 13, 16, 17, 18 and 20 of the first support portion 211a and the second The height of the supporting portion 211b is greater than the height of the first supporting portion 211a and the second supporting portion 211b in FIGS. 14 and 15. And in engineering construction and application, different changes can be produced. For example, the second element 21 of the fixing seat 2 with the higher first support portion 211a and the second support portion 211b can be shaped larger on the side of the fixing seat. The space can be filled with heat-insulating, sound-insulating, and flame-resistant materials 4 (refer to Figures 11 and 11A) or not filled with heat-insulating, sound-insulating, and flame-resistant materials 4, or (as shown in Figures 8, 9, 14, 15, 19 and 21). Or if the second element 21 of the fixing seat 2 adopts the lower first support portion 211a and the second support portion 211b, a small space is formed on the side of the fixing seat, or it can be filled with less heat insulation, sound insulation, The fire-resistant material 4 may not be filled with the heat-insulating, sound-insulating, and fire-resistant material 4 (see Figures 14, 15, 19 and 21), and it is not necessary. As for the aforementioned first support portion 211a and second support portion 211b, depending on the molding method, the two ends can be formed into an open shape (as shown in Figures 5-7, 16 and 17) or a closed shape (as shown in Figures 12, 13 and 20). Nothing is impossible.

如圖5~7、12、13、16、17、18及20,前述第二元件21的第一支撐部211a與第二支撐部211b係突出於前述結合面210,以為該鋼板1、1a的板面10之下表面設置,並產生支撐之力量。及藉由前述第二元件21的第一支撐部211a與第二支撐部211b突出於前述結合面210之結構設置,當栓設元件210b栓自前述結合面210栓設入鋼樑或鋼架3或支承鋼板3a,可以確保栓設元件210b之帽部最頂端稍低於前述第一支撐部211a與第二支撐部211b之最頂端,避免栓設元件210b形成其他阻礙或與鋼板接觸並磨損鋼板(如圖8、9、11、11A、14、15、19及21)。位於前述第一支撐部211a與第二支撐部211b之間設第二鉤部212,前述第二鉤部212與第一支撐部211a與第二支撐部211b為垂直向或接近於垂直向或非同向之設置狀態(或稱交叉狀)之結合,以強化固定座2之結構強度。前述第二鉤部212係由前述結合面210為適當加工所形成之向下鉤槽,以對應於前述第一元件20的第一鉤部202,讓前述第一元件20的第一鉤部202可以鉤設於前述第二鉤部212。當然前述第一鉤部202亦可與第二鉤部212互為栓設結合,亦無不可。前述第二元件21的第二鉤部212的寬度係大於前述第一元件20的第一鉤部202的寬度,並於前述第一支撐部211a與第二支撐部211b之間形成適當的滑動空間(如圖8、9、11A、14、15、19及21),當前述第二元件21的第二鉤部212與前述第一元件20的第一鉤部202互相鉤設結合後,可以讓前述第一元件20配合鋼板之熱脹冷縮而於前述滑動空間自由移動,但滑動範圍又受限於前述第一支撐部211a與第二支撐部211b之滑動空間(如圖8、9、11A、14、15、19及21)。且當將本發明作為屋頂施工時,因為屋頂為傾斜狀,讓固定座的第一元件的下滑範圍受到限制,方便施工。As shown in Figures 5-7, 12, 13, 16, 17, 18, and 20, the first support portion 211a and the second support portion 211b of the second element 21 protrude from the joint surface 210, which is the main part of the steel plate 1, 1a. The lower surface of the board surface 10 is arranged and generates supporting force. And by the structure in which the first support portion 211a and the second support portion 211b of the second element 21 protrude from the coupling surface 210, when the bolting element 210b is bolted from the coupling surface 210 into the steel beam or steel frame 3 Or the supporting steel plate 3a can ensure that the top end of the cap of the bolting element 210b is slightly lower than the top end of the aforementioned first supporting part 211a and the second supporting part 211b, preventing the bolting element 210b from forming other obstacles or contacting the steel plate and wearing the steel plate (Figures 8, 9, 11, 11A, 14, 15, 19 and 21). A second hook portion 212 is provided between the first support portion 211a and the second support portion 211b. The second hook portion 212 and the first support portion 211a and the second support portion 211b are vertical or close to the vertical direction. The combination of the setting state (or cross-shaped) in the same direction to strengthen the structural strength of the fixing base 2. The second hook portion 212 is a downward hook groove formed by proper processing of the bonding surface 210 to correspond to the first hook portion 202 of the first element 20, so that the first hook portion 202 of the first element 20 It can be hooked to the aforementioned second hook portion 212. Of course, the aforementioned first hook portion 202 and the second hook portion 212 can also be bolted to each other, and it is not necessary. The width of the second hook portion 212 of the aforementioned second element 21 is greater than the width of the first hook portion 202 of the aforementioned first element 20, and an appropriate sliding space is formed between the aforementioned first support portion 211a and the second support portion 211b (Figures 8, 9, 11A, 14, 15, 19 and 21), when the second hook 212 of the second element 21 and the first hook 202 of the first element 20 are hooked and combined with each other, you can let The first element 20 cooperates with the thermal expansion and contraction of the steel plate to move freely in the sliding space, but the sliding range is limited by the sliding space of the first support portion 211a and the second support portion 211b (as shown in Figures 8, 9, 11A) , 14, 15, 19 and 21). And when the present invention is used as a roof construction, because the roof is inclined, the sliding range of the first element of the fixing seat is limited, which is convenient for construction.

如圖16及17,前述固定座可設置一或一以上之隔離元件22,前述隔離元件22可由橡膠或塑膠材質或發泡材質或其他足以隔離不同金屬之材質製成者。前述隔離元件22可被設置固定於前述第一支撐部211a、第二支撐部211b的兩端。可藉由前述隔離元件22以填入前述第一支撐部211a與第二支撐部211b的兩端,除可將前述第一支撐部211a與第二支撐部211b之兩端封閉後,更可增強前述第一支撐部211a與第二支撐部211b之支撐力,可以支撐鋼板的設置安裝。至於隔離元件22如何與第一支撐部211a與第二支撐部211b的兩端結合,可參閱圖16,係於隔離元件22兩端設填充塊220以分別塞設入前述第一支撐部211a與第二支撐部211b的下凹槽211c中,即可固定。或如圖17,係於隔離元件22兩端內側分別設有突塊221以分別卡固於前述第一支撐部211a與第二支撐部211b的側壁突塊孔211d中,即可固定。前述隔離元件22的另一作用是,當鋼樑或鋼架3或支承鋼板3a與固定座2為不同金屬材質製成;或鋼板1與固定座2為不同金屬材質製成時,可將鋼樑或鋼架3或支承鋼板3a與固定座2;或鋼板1與固定座2為適當的隔離(可參閱圖19及21),排除接觸或避免接觸以產生接觸電位差,預防不同金屬材質製成之鋼樑或鋼架3或支承鋼板3a與固定座2;或不同金屬材質製成之鋼板1與固定座2因彼此金屬材質之差異,造成材質電位差較弱者,快速鏽蝕的問題 As shown in Figures 16 and 17, the aforementioned fixing seat can be provided with one or more isolation elements 22, and the aforementioned isolation elements 22 can be made of rubber or plastic material, foamed material, or other materials sufficient to isolate different metals. The aforementioned isolation element 22 can be fixed to both ends of the aforementioned first support portion 211a and the second support portion 211b. The isolation element 22 can be used to fill the two ends of the first support portion 211a and the second support portion 211b. In addition to closing the two ends of the first support portion 211a and the second support portion 211b, it can be enhanced The supporting force of the aforementioned first supporting portion 211a and the second supporting portion 211b can support the installation and installation of the steel plate. As for how the isolation element 22 is combined with the two ends of the first support portion 211a and the second support portion 211b, please refer to FIG. 16. The two ends of the isolation element 22 are provided with filling blocks 220 to be respectively inserted into the aforementioned first support portion 211a and In the lower groove 211c of the second support portion 211b, it can be fixed. Or as shown in FIG. 17, the inner sides of the two ends of the isolating element 22 are respectively provided with protrusions 221 to be respectively clamped in the side wall protrusion holes 211d of the aforementioned first support portion 211a and the second support portion 211b, and then can be fixed. Another function of the aforementioned isolation element 22 is that when the steel beam or steel frame 3 or the supporting steel plate 3a and the fixing seat 2 are made of different metal materials; or the steel plate 1 and the fixing seat 2 are made of different metal materials, the steel The beam or steel frame 3 or the supporting steel plate 3a and the fixing seat 2; or the steel plate 1 and the fixing seat 2 are properly isolated (refer to Figures 19 and 21) to eliminate contact or avoid contact to generate a contact potential difference, and prevent different metal materials from being made The steel beam or steel frame 3 or the supporting steel plate 3a and the fixing seat 2; or the steel plate 1 and the fixing seat 2 made of different metal materials due to the difference between the metal materials of each other, causing the problem of rapid corrosion of the material with weak potential difference .

如圖18及20,前述固定座可設置一或一以上之隔離元件22,前述隔離元件22可由橡膠或塑膠材質或發泡材質或其他足以隔離不同金屬之材質製成者。前述隔離元件22可被設置固定於前述第一支撐部211a、第二支撐部211b的表面。係可藉由架橋劑將前述隔離元件22與前述第一支撐部211a與第二支撐部211b的表面黏著,或前述隔離元件22亦可具備自黏性,以與前述第一支撐部211a與第二支撐部211b的表面黏著結合。前述隔離元件22的作用是,當鋼樑或鋼架3或支承鋼板3a與固定座2為不同金屬材質製成;或鋼板1與固定座2為不同金屬材質製成時,可將鋼樑或鋼架3或支承鋼板3a與固定座2;或鋼板1與固定座2為適當的隔離(如圖19及21),排除接觸或避免接觸以產生接觸電位差,預先防範不同金屬材質製成之鋼樑或鋼架3或支承鋼板3a與固定座2;或不同金屬材質製成之鋼板1與固定座2因彼此金屬材質的差異,造成金屬材質電位差較弱者,被快速鏽蝕的問題。As shown in Figures 18 and 20, the aforementioned fixing seat can be provided with one or more isolation elements 22, and the aforementioned isolation elements 22 can be made of rubber or plastic materials, foamed materials, or other materials capable of isolating different metals. The aforementioned isolation element 22 may be fixed to the surfaces of the aforementioned first support portion 211a and the second support portion 211b. The isolation element 22 can be adhered to the surfaces of the first support portion 211a and the second support portion 211b by means of a bridging agent, or the isolation element 22 can also have self-adhesive properties so as to interact with the first support portion 211a and the second support portion 211a. The surfaces of the two supporting portions 211b are adhesively bonded. The function of the aforementioned isolation element 22 is that when the steel beam or steel frame 3 or the supporting steel plate 3a and the fixing seat 2 are made of different metal materials; or the steel plate 1 and the fixing seat 2 are made of different metal materials, the steel beam or The steel frame 3 or the supporting steel plate 3a and the fixed seat 2; or the steel plate 1 and the fixed seat 2 are properly isolated (as shown in Figures 19 and 21), to eliminate contact or avoid contact to produce contact potential differences, and to prevent steel made of different metal materials in advance The beam or steel frame 3 or the supporting steel plate 3a and the fixing seat 2; or the steel plate 1 and the fixing seat 2 made of different metal materials due to the difference in metal materials from each other, causing the problem of rapid corrosion of the metal material with weak potential difference.

如圖1、8、9、11、11A、14、15、19及及,前述固定座2的第一元件20與第二元件21的安裝結合,可先以栓設元件210b將前述第二元件21的結合面210與鋼樑或鋼架3或支承鋼板3a栓設結合,再將前述第一元件20之第一鉤部202鉤扣於第二元件21的第二鉤部212,即可將前述第一元件20與第二元件21互為結合。並讓前述第一元件20可以配合鋼板的熱漲冷縮而移動。前述第一元件20的第一鉤部202之寬度並小於前述第二元件21之第二鉤部212,以形成前述第一元件之滑動空間(D1+D2),讓前述第一元件20可配合鋼板1、1a的熱漲冷縮而移動(如圖8、9、11A、14、15、19及21),可避免鋼板1、1a與固定座2分離,並可產生較佳的扣固應力,以提升金屬建築物的抗風壓效益。As shown in Figures 1, 8, 9, 11, 11A, 14, 15, and 19, the first element 20 and the second element 21 of the aforementioned fixing seat 2 are installed and combined, and the aforementioned second element can be connected with the bolt element 210b. The joint surface 210 of 21 is bolted and combined with the steel beam or steel frame 3 or the supporting steel plate 3a, and then the first hook 202 of the first element 20 is hooked to the second hook 212 of the second element 21, then The aforementioned first element 20 and the second element 21 are combined with each other. And the aforementioned first element 20 can move in accordance with the thermal expansion and contraction of the steel plate. The width of the first hook 202 of the first element 20 is smaller than that of the second hook 212 of the second element 21 to form a sliding space (D1+D2) of the first element, so that the first element 20 can be matched The steel plates 1 and 1a move due to thermal expansion and contraction (as shown in Figures 8, 9, 11A, 14, 15, 19 and 21), which can avoid the separation of the steel plates 1, 1a and the fixing base 2, and can produce better fastening stress , In order to enhance the wind pressure resistance of metal buildings.

如圖1、8、9、11、11A、14、15、19及21,於施工程序上,可先以栓設元件210b將一定數量、間距之固定座2安裝設置於鋼樑或鋼架3或支承鋼板3a的預定位置上,再將前述鋼板1的第一結合部11置入於前述固定座2的第一元件20之扣固部200內(參閱圖5~7A),再將相鄰鋼板1a的第二結合部12包覆結合於前述鋼板1的第一結合部11與固定座2的第一元件20之扣固部200外圍,再以加工機將相鄰鋼板1a的第二結合部12絞合定型,以形成絞合部13(參閱圖4、4A)。當鋼板1、1a受到外部溫度之衝擊而發生熱脹冷縮現象時,此時,為維持前述絞合部13的原始絞合狀態,可利用前述固定座2的第一元件20的第一鉤部202與第二元件21之第二鉤部212結合後所形成之滑動空間(D1+D2),讓前述第一元件20有足夠滑動空間以配合鋼板1、1a的熱脹冷縮現象,確保絞合部13不會變形。As shown in Figure 1, 8, 9, 11, 11A, 14, 15, 19 and 21, in the construction procedure, a certain number of fixed seats 2 with spacing can be installed on the steel beam or steel frame 3 with bolting elements 210b. Or at a predetermined position of the supporting steel plate 3a, the first joint portion 11 of the steel plate 1 is then inserted into the fastening portion 200 of the first element 20 of the fixing seat 2 (refer to Figures 5-7A), and then adjacent The second joining portion 12 of the steel plate 1a covers the outer periphery of the fastening portion 200 of the first joining portion 11 of the steel plate 1 and the first element 20 of the fixing seat 2, and then the second joining of the adjacent steel plates 1a The part 12 is twisted and shaped to form the twisted part 13 (see Figures 4 and 4A). When the steel plates 1 and 1a undergo thermal expansion and contraction due to the impact of external temperature, at this time, in order to maintain the original twisted state of the twisted portion 13, the first hook of the first element 20 of the fixing seat 2 can be used The sliding space (D1+D2) formed by the combination of the part 202 and the second hook 212 of the second element 21 allows the first element 20 to have enough sliding space to match the thermal expansion and contraction of the steel plate 1, 1a, and ensure The twisted portion 13 does not deform.

在施工運用上,更配合施工需求而具有不同變化,前述固定座2的第二元件21,如採用高度較高之第一支撐部211a與第二支撐部211b,可在前述固定座2側邊型成較大空間,足以被填入較大量的隔熱、隔音、耐燃材料4(如圖11及11A),當然也可以不填入隔熱、隔音、耐燃材料4(如圖8、9、14、15、19及21)。或如採用較低之第一支撐部211a與第二支撐部211b,在前述固定座2的側邊會形成較小空間,或可被填入較少的隔熱、隔音、耐燃材料4或不被填入隔熱、隔音、耐燃材料4,亦可(如圖14及15),亦無不可。In the construction and application, the second element 21 of the fixing seat 2 has different changes according to the construction requirements. If the first support part 211a and the second support part 211b of higher height are used, it can be installed on the side of the fixing seat 2. It is formed into a larger space, enough to be filled with a larger amount of heat-insulating, sound-insulating, and flame-resistant materials 4 (as shown in Figure 11 and 11A). Of course, it is not necessary to fill in heat-insulating, sound-insulating, and flame-resistant materials 4 (as shown in Figures 8, 9, and 11A). 14, 15, 19 and 21). Or if the lower first support portion 211a and the second support portion 211b are used, a smaller space will be formed on the side of the aforementioned fixing seat 2, or it can be filled with less heat-insulating, sound-insulating, flame-resistant materials 4 or not It can be filled with heat-insulating, sound-insulating, and flame-resistant material 4 (as shown in Figures 14 and 15), and nothing is impossible.

綜上指陳,本發明藉由絞合扣固型之鋼板以與固定座結合,又可配合選擇不同固定座之第二元件,讓工程施作之方法更為多元,更可防止鋼板與固定座之結合關係崩解,以維持金屬建築物應有的抗風壓效能,作為金屬建築物的屋頂或其他建築元件與架構,更符合國家安全標準,提昇金屬建築物之安全結構,為本案之組成。To sum up, the present invention uses twisted and fastened steel plates to be combined with the fixing base, and can be matched with the selection of the second element of different fixing bases, so that the engineering method is more diverse, and it can prevent the steel plate from being fixed. The combination of the blocks is disintegrated to maintain the anti-wind pressure performance of the metal building. As the roof or other building elements and structures of the metal building, it is more in line with national safety standards and the safety structure of the metal building is improved. composition.

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請求項之範疇。The foregoing embodiments or drawings do not limit the aspect, structure, or use of the present invention. Any appropriate changes or modifications made by those skilled in the art should be regarded as not departing from the scope of the claims of the present invention.

1:鋼板 1a:相鄰鋼板 10:板面 100:強化突緣 11:第一結合部 110:第一扣合端 111:凹折線 12:第二結合部 120a:第二扣合端 120b:第三扣合端 120c:反折角 121:下延伸面 13:絞合部 2:固定座 20:第一元件 200:扣固部 200a:第四扣合端 200b:扣合突緣 200c:扣折端 200d:反向彎折線 201:直立面 201a:加強肋 201b:穿孔 202:第一鉤部 21:第二元件 210:結合面 210a:孔 210b:栓設元件 210c:突緣 211a:第一支撐部 211b:第二支撐部 211c:下凹槽 211d:突塊孔 212:第二鉤部 22:隔離元件 220:填充塊 221:突塊 3:鋼樑或鋼架 3a:支承鋼板 4:隔熱、隔音、耐燃材料1: Steel plate 1a: adjacent steel plate 10: Board surface 100: Strengthen the flange 11: The first joint 110: The first buckle end 111: concave polyline 12: The second joint 120a: second buckle end 120b: third buckle end 120c: reflex angle 121: Lower extension surface 13: twisted part 2: fixed seat 20: The first element 200: Fastening part 200a: fourth buckle end 200b: Fastening flange 200c: buckle end 200d: reverse bending line 201: Upright 201a: Reinforcing rib 201b: Piercing 202: first hook 21: The second element 210: joint surface 210a: hole 210b: bolting component 210c: flange 211a: first support part 211b: second support part 211c: Lower groove 211d: Protruding hole 212: second hook 22: isolation element 220: stuffing block 221: Bump 3: Steel beam or steel frame 3a: Support steel plate 4: Heat insulation, sound insulation, flame-resistant materials

圖1是本發明鋼板與固定座實施例一組合前之視圖。 圖2是本發明鋼板與固定座實施例一組合後之部分放大視圖。 圖2A是圖2之部分放大動作視圖。 圖3是相鄰二鋼板結合絞合前之視圖。 圖3A是圖3的部分放大視圖。 圖4是相鄰二鋼板結合絞合後之視圖。 圖4A是圖4的部分放大視圖。 圖5是本發明之固定座實施例一分解圖。 圖5A是本發明之固定座實施例一之第一元件側剖視圖。 圖6是本發明之固定座實施例一組合圖。 圖7是本發明之固定座實施例一滑動示意圖。 圖8是本發明鋼板與固定座實施例一之組合側視圖。 圖9是本發明鋼板與固定座實施例一之組合側視滑動示意圖。 圖10A是本發明的固定座實施例二之第一元件的視圖。 圖10B是本發明的固定座實施例三之第一元件的視圖。 圖10C是本發明的固定座實施例四之第一元件的視圖。 圖11是本發明鋼板與固定座實施例四之組合視圖。 圖11A是圖11之組合側視滑動示意圖。 圖12是本發明固定座實施例五之分解視圖。 圖13是本發明固定座實施例五之部分剖視圖。 圖14是本發明鋼板與固定座實施例五之組合視圖。 圖15是本發明鋼板與固定座實施例五之組合視圖。 圖16是本發明固定座與隔離元件實施例一之視圖。 圖17是本發明固定座與隔離元件實施例二之視圖。 圖18是本發明固定座與隔離元件實施例三之視圖。 圖19是本發明鋼板、固定座、隔離元件實施例三之組合視圖。 圖20是本發明固定座與隔離元件實施例四之視圖。 圖21是本發明鋼板、固定座、隔離元件實施例四之組合視圖。Figure 1 is a front view of the combination of the steel plate and the fixing base of the first embodiment of the present invention. Figure 2 is a partial enlarged view of the combination of the steel plate of the present invention and the first embodiment of the fixing seat. Figure 2A is a partial enlarged view of Figure 2 in action. Figure 3 is a view of two adjacent steel plates before being combined and stranded. Figure 3A is a partial enlarged view of Figure 3. Figure 4 is a view of two adjacent steel plates combined and stranded. Figure 4A is a partial enlarged view of Figure 4. Figure 5 is an exploded view of an embodiment of the fixing seat of the present invention. Fig. 5A is a side sectional view of the first element of the first embodiment of the fixing base of the present invention. Figure 6 is a combined view of the first embodiment of the fixing seat of the present invention. Fig. 7 is a sliding schematic diagram of the first embodiment of the fixing seat of the present invention. Figure 8 is a combined side view of the first embodiment of the steel plate and the fixing seat of the present invention. Fig. 9 is a schematic side view of the sliding view of the combination of the steel plate and the fixing seat of the first embodiment of the present invention. Figure 10A is a view of the first element of the second embodiment of the fixing base of the present invention. Figure 10B is a view of the first element of the third embodiment of the fixing base of the present invention. Figure 10C is a view of the first element of the fourth embodiment of the fixing base of the present invention. Figure 11 is a combined view of the fourth embodiment of the steel plate and the fixing base of the present invention. Figure 11A is a schematic diagram of the sliding side view of the combination of Figure 11. Figure 12 is an exploded view of the fifth embodiment of the fixing base of the present invention. Figure 13 is a partial cross-sectional view of the fifth embodiment of the fixing base of the present invention. Figure 14 is a combined view of the fifth embodiment of the steel plate and the fixing seat of the present invention. Figure 15 is a combined view of the fifth embodiment of the steel plate and the fixing base of the present invention. Figure 16 is a view of the first embodiment of the fixing base and isolation element of the present invention. Figure 17 is a view of the second embodiment of the fixing base and isolation element of the present invention. Figure 18 is a view of the third embodiment of the fixing base and isolation element of the present invention. Figure 19 is a combined view of the third embodiment of the steel plate, fixing seat and isolation element of the present invention. Figure 20 is a view of the fourth embodiment of the fixing base and isolation element of the present invention. Figure 21 is a combined view of the fourth embodiment of the steel plate, fixing seat and isolation element of the present invention.

2:固定座 2: fixed seat

20:第一元件 20: The first element

200c:扣折端 200c: buckle end

202:第一鉤部 202: first hook

21:第二元件 21: The second element

210:結合面 210: joint surface

210b:栓設元件 210b: bolting component

211a:第一支撐部 211a: first support part

211b:第二支撐部 211b: second support part

212:第二鉤部 212: second hook

3:鋼樑或鋼架 3: Steel beam or steel frame

Claims (16)

一種滑動式固定座,至少包含: 第一元件,設扣固部,前述扣固部下方設第一鉤部; 第二元件,設結合面,位於前述結合面的兩側設第一支撐部與第二支撐部,位於前述第一支撐部與第二支撐部之間設第二鉤部,前述第二鉤部並與前述第一支撐部與第二支撐部為垂直向或接近於垂直向或非同向之設置狀;前述第二元件的第二鉤部可與前述第一元件的第一鉤部互為結合。A sliding type fixing seat, at least including: The first element is provided with a fastening part, and a first hook part is provided under the aforementioned fastening part; The second element is provided with a coupling surface, a first support portion and a second support portion are provided on both sides of the aforementioned coupling surface, a second hook portion is provided between the aforementioned first support portion and the second support portion, the aforementioned second hook portion And the first support part and the second support part are arranged in a vertical direction or close to a vertical direction or a non-same direction; the second hook part of the second element can be mutually with the first hook part of the first element Combine. 根據請求項1所述之滑動式固定座,前述第一元件的扣固部並形成一定之內圓弧狀,前述扣固部形成第四扣合端以為前述相鄰鋼板的第二結合部所設之第二扣合端扣合,前述扣固部的外下緣並被加工形成有一或一以上之扣固突緣,以配合相鄰鋼板的第二結合部之反折角;位於前述扣固部下方設直立面,前述直立面的高度係取決於鋼板的第一結合部與第二結合部的高度而定,位於前述直立面下方設第一鉤部,係自前述直立面的下端向內彎折所形成之向上鉤槽。According to the sliding fixing seat described in claim 1, the fastening portion of the first element forms a certain inner arc shape, and the fastening portion forms a fourth fastening end for the second joining portion of the adjacent steel plate The second buckling end is provided for buckling, and the outer lower edge of the buckling part is processed to form one or more buckling flanges to match the reflex angle of the second joint part of the adjacent steel plate; There is an upright surface below the upper part. The height of the upright surface depends on the height of the first and second connecting parts of the steel plate. A first hook is arranged below the upright surface, which is inward from the lower end of the upright surface. The upward hook groove formed by bending. 根據請求項1所述之滑動式固定座,前述第一元件的扣固部設一或以上之扣折端,前述扣折端並設有反向彎折線,可輕易將前述固定座之第一元件的扣固部與鋼板之第一結合部互為寇固結合穩固。According to the sliding fixing seat described in claim 1, the buckling part of the first element is provided with one or more buckle ends, and the buckle ends are provided with a reverse bending line, so that the first The fastening part of the element and the first joining part of the steel plate are mutually firmly and firmly combined. 根據請求項2所述之滑動式固定座,前述第一元件的扣固部的外下緣被加工形成有一或一以上之扣固突緣。According to the sliding fixing seat according to claim 2, the outer lower edge of the fastening portion of the first element is processed to form one or more fastening flanges. 根據請求項2所述之滑動式固定座,前述第一元件的直立面可設一或一以上之加強肋,以強化直立面的結構強度;前述直立面可預設穿孔,必要時可以自攻螺栓將鋼板與直立面栓固。According to the sliding fixing seat described in claim 2, the vertical surface of the first element can be provided with one or more reinforcing ribs to strengthen the structural strength of the vertical surface; the vertical surface can be preset with perforations and can be self-tapping if necessary Bolts bolt the steel plate to the upright surface. 根據請求項2所述之滑動式固定座,前述第二元件之結合面可預設複數孔,可藉由栓設元件將前述結合面與鋼樑或鋼架或支承鋼板栓設結合;位於前述結合面的兩側之第一支撐部與第二支撐部係突出於前述結合面,以為該鋼板的板面下表面設置,並產生支撐力量。According to the sliding fixing seat described in claim 2, the joint surface of the second element can be preset with a plurality of holes, and the joint surface can be bolted and combined with the steel beam or steel frame or supporting steel plate by bolting elements; The first support portion and the second support portion on both sides of the joint surface protrude from the aforementioned joint surface to provide support for the lower surface of the steel plate. 根據請求項6所述之滑動式固定座,前述第二元件之結合面可預設一或一以上之突緣,以強化結構強度。According to the sliding fixing seat described in claim 6, the joint surface of the second element can be preset with one or more flanges to strengthen the structure. 根據請求項6所述之滑動式固定座,前述第一支撐部與第二支撐部之間設第二鉤部,係由前述結合面加工所形成之向下鉤槽,以對應於第一元件的第一鉤部;前述第二鉤部與第一支撐部與第二支撐部之間形成垂直方向(或稱交叉狀)之結合,以強化固定座之結構強度。According to the sliding fixing seat according to claim 6, a second hook is provided between the first supporting part and the second supporting part, which is a downward hook groove formed by processing the joint surface to correspond to the first element The first hook; the aforementioned second hook and the first support portion and the second support portion form a vertical (or cross-shaped) combination to strengthen the structural strength of the fixing seat. 根據請求項1所述之滑動式固定座,設隔離元件,前述隔離元件係被設置於前述第一支撐部、第二支撐部的兩端,以將前述第一支撐部與第二支撐部之兩端封閉;或可產生隔離不同金屬材質之效果。According to the sliding fixing seat described in claim 1, an isolation element is provided, and the isolation element is provided at both ends of the first support portion and the second support portion to separate the first support portion and the second support portion. The two ends are closed; or can produce the effect of isolating different metal materials. 根據請求項9所述之滑動式固定座,前述隔離元件的兩端可設有填充塊以分別塞設入前述第一支撐部與第二支撐部所設之下凹槽,即可固定;或於前述隔離元件兩端內側分別設有突塊以分別卡固於前述第一支撐部與第二支撐部的側壁所設之突塊孔中,即可固定。According to the sliding fixing seat according to claim 9, the two ends of the isolation element may be provided with filling blocks to be respectively plugged into the lower grooves of the first support portion and the second support portion, and then the device can be fixed; or Protruding blocks are respectively provided on the inner sides of the two ends of the isolation element to be respectively clamped in the protruding block holes provided on the side walls of the first support portion and the second support portion for fixing. 根據請求項1所述之滑動式固定座,設隔離元件,前述隔離元件係被固置於前述第一支撐部、第二支撐部的表面,以產生隔離不同金屬材質之效果。According to the sliding fixing seat according to claim 1, an isolation element is provided, and the isolation element is fixed on the surface of the first support portion and the second support portion to produce the effect of isolating different metal materials. 根據請求項11所述之滑動式固定座,前述隔離元件可以架橋劑或自黏性以與前述第一支撐部、第二支撐部的表面結合。According to the sliding fixing seat described in claim 11, the aforementioned isolation element can be bridging agent or self-adhesive to be combined with the surfaces of the aforementioned first support portion and the second support portion. 根據請求項9或11所述之滑動式固定座,前述隔離元件可由橡膠或塑膠或發泡材料或其他可以隔離不同金屬材質之材料製成。According to the sliding fixing seat described in claim 9 or 11, the aforementioned isolation element can be made of rubber, plastic, foamed material, or other materials that can isolate different metal materials. 根據請求項1所述之滑動式固定座,前述第一支撐部、第二支撐部的兩端可為開放狀或封閉狀。According to the sliding fixing seat according to claim 1, the two ends of the first support portion and the second support portion may be open or closed. 根據請求項1所述之滑動式固定座,前述第一元件與第二元件的安裝結合後所形成的滑動空間,係將前述第一元件之第一鉤部鉤扣於第二元件的第二鉤部,且前述第一元件的第一鉤部之寬度小於前述第二元件之第二鉤部的寬度,即可形成前述第一元件之滑動空間,讓前述第一元件可配合鋼板的熱漲冷縮而於滑動空間移動,可避免鋼板與固定座分離,並可產生較佳的扣固應力,以提升金屬建築物的抗風壓效益。According to the sliding fixing seat of claim 1, the sliding space formed after the installation and combination of the first element and the second element is used to hook the first hook of the first element to the second element of the second element. The hook portion, and the width of the first hook portion of the first element is smaller than the width of the second hook portion of the second element, the sliding space of the first element can be formed, so that the first element can cooperate with the thermal expansion of the steel plate Cold shrinking and moving in the sliding space can prevent the steel plate from being separated from the fixed seat, and can produce better fastening stress, so as to improve the wind pressure resistance of the metal building. 根據請求項1所述之滑動式固定座,前述固定座係被栓設於鋼樑或鋼架,前述鋼樑或鋼架可採用C型鋼或M型鋼或方型鋼或Z型鋼或ㄇ型鋼;或以支承鋼板取代前述鋼樑或鋼架,以為前述固定座固設,前述支承鋼板可採用鋼承板或樓承板或鍍鋅板或烤漆板。According to the sliding fixing seat described in claim 1, the fixing seat is bolted to a steel beam or steel frame, and the steel beam or steel frame may be C-shaped steel, M-shaped steel, square steel, Z-shaped steel, or ㄇ-shaped steel; or The aforementioned steel beam or steel frame is replaced by a supporting steel plate to fix the aforementioned fixed seat. The aforementioned supporting steel plate can be a steel bearing plate or a floor bearing plate or a galvanized plate or a paint plate.
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US4224775A (en) * 1978-02-06 1980-09-30 Amca International Corporation Building panel
US5692352A (en) * 1984-01-04 1997-12-02 Harold Simpson, Inc. Roof panel standing seam assemblies
EP2715010B1 (en) * 2011-05-26 2016-07-13 Bjarnes System AB Mounting clip for holding roof panel seam
TWM469344U (en) * 2013-09-27 2014-01-01 Naitsao Stell Co Ltd Improvement of hidden stranded fastening seat of steel plate
TWI547627B (en) * 2013-12-23 2016-09-01 後東機械有限公司 The hidden-style deck bracket
CN204152090U (en) * 2014-10-14 2015-02-11 沈阳三新实业有限公司 A kind of pre-perforated metal roof panel and Roof system application thereof
TWM537601U (en) * 2016-05-30 2017-03-01 Yuan Tai Hing Enterprise Co Ltd Concealed steel plate holder
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