TWM591110U - Stranded buckle type steel plate - Google Patents
Stranded buckle type steel plate Download PDFInfo
- Publication number
- TWM591110U TWM591110U TW108210558U TW108210558U TWM591110U TW M591110 U TWM591110 U TW M591110U TW 108210558 U TW108210558 U TW 108210558U TW 108210558 U TW108210558 U TW 108210558U TW M591110 U TWM591110 U TW M591110U
- Authority
- TW
- Taiwan
- Prior art keywords
- steel plate
- steel
- coupling
- fastening
- plate
- Prior art date
Links
Images
Landscapes
- Building Environments (AREA)
- Connection Of Plates (AREA)
Abstract
本創作為絞合扣固型鋼板,至少包含鋼板,設板面,位於板面二側分別設有第一結合部與第二結合部,藉由前述鋼板的第一結合部可為固定座之扣固部包覆結合,再以相鄰鋼板的第二結合部包覆於前述鋼板的第一結合部與固定座之結合端外圍,讓前述相鄰鋼板的第二結合部形成下延伸面,以增大相鄰鋼板之間的扣固應力,提昇抗風壓之效益;前述固定座設第一元件與第二元件,前述第一元件設扣固部以與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或鋼承板或鍍鋅板或烤漆板上方,前述第一元件可與第二元件結合,且形成可滑動之狀態,以配合前述鋼板熱脹冷縮之變化,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。This creation is a twisted and fastened steel plate, which includes at least a steel plate and a plate surface. On the two sides of the plate surface, there are a first coupling portion and a second coupling portion. The first coupling portion of the steel plate can be a fixed seat The fastening part is covered with a joint, and then the second joint part of the adjacent steel plate is wrapped around the periphery of the joint end of the first joint part of the steel plate and the fixing seat, so that the second joint part of the adjacent steel plate forms a lower extension surface, In order to increase the buckling stress between adjacent steel plates and improve the effectiveness of wind pressure resistance; the aforementioned fixed seat is provided with a first element and a second element, and the first element is provided with a buckling portion to connect The two connecting parts are mutually connected, and the aforementioned second element is bolted above the steel beam or steel frame or steel bearing plate or galvanized sheet or paint plate, and the aforementioned first element can be combined with the second element and form a slidable one The state is to match the change of the thermal expansion and contraction of the steel plate, so as to prevent the temperature of the steel plate and the fixing seat from changing the combination state of the two.
Description
本創作係指定申請第108202988號、第108205466號及第108207188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。This creation designates the application for domestic priority in three cases No. 108202988, No. 108205466, and No. 108207188. The first fastening part of the steel plate and the fastening part of the fixed seat are pre-combined, and then the adjacent steel plate The second fastening part is wrapped around the first fastening part of the steel plate and the periphery of the fastening part of the fixing seat, so that the two steel plates combined with each other can generate a strong fastening force and resist the strong wind. And the sliding space formed by the first element and the second element of the fixing base being hooked together to ensure that the steel plate and the fixing base 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 With 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 of various adjacent metal plates (commonly referred to as steel plates in the industry), there are commonly stranded structures and snap-type structures, which usually need to be supplemented with fixing seats (bridging elements) to make the combination of adjacent steel plates stable. A fixed seat, such as a new type No. M537601 "hidden steel plate fixed seat", is bolted and combined with a steel frame or a steel beam by the first element, and then the upright surface on the side of the first element is combined with the second element and the third element The upright surfaces of each other are in close contact with each other to provide support for the abutting portion of the first steel plate; and then the second element is bolted to the steel frame or steel beam, and the upright surface on the side of the second element can be The upright surfaces of an element are close to each other, and the third element can be supported by the extension surface above the second element, and the third element can be locked with the second element by bolting the element, and the third element can be used The coupling portion is a coupling groove of the first steel plate and a fastening portion of the second steel plate. The learner 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 be loosened and affect the wall of the building. The structural strength of the surface or roof is likely to be lifted when the wall is subjected to high wind pressure, which is its 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, the invention No. I547627 "Hidden steel plate fixing seat" is to fix the base on the steel frame or the steel beam, and the base is provided with a lateral coupling hole to set the coupling of the upper coupling element, so that the 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, a second processing and assembly must be performed for the conventional person, the cost increases, and the sliding space is greatly restricted.
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 No. M469344 "Improvement of the fixed base of the stranded steel plate", which includes two bodies and two pads, which can support the steel plate by the body, and can fix the pad and the support unit of the body, and the two bodies, The two cushions are combined into one. However, according to the prior art, the cushion body and the body are fully combined and together, lacking a sliding space, unable to match the changes of the steel plate's thermal expansion and contraction, it is easy to separate the steel plate from the fixed seat, and cannot withstand large wind pressure. Was opened, causing property damage.
為此,本案創作人,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,乃創作本案。For this reason, the creator of this case specifically studied the problem of the fixed base of the twisted steel plate that was previously disclosed, unable to cooperate with the thermal expansion and contraction of the steel plate due to the external temperature change, and created this case.
本創作之目的,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 this creation is to use the preset sliding space of the fixed seat combined with the steel plate to match the change in the thermal expansion and contraction of the steel plate due to the external temperature change to ensure a stable combination between the fixed seat and the steel plate In order to maintain the wind pressure resistance of the roof or wall of the building and ensure the structural safety of the building.
為達上述目的,本創作之絞合扣固型鋼板,至少包含:鋼板,設板面,位於板面二側分別設第一結合部與第二結合部,可藉由前述鋼板的第一結合部為固定座之扣固部包覆結合,再以相鄰鋼板的第二結合部包覆於前述鋼板的第一結合部與固定座之結合端外圍,讓前述相鄰鋼板的第二結合部形成直立面,以增大相鄰鋼板之間的扣固應力,以形成複合式結構之施工,提昇抗風壓之效益。In order to achieve the above purpose, the stranded and fastened steel plate of the present invention includes at least: a steel plate, a plate surface, and a first joint portion and a second joint portion respectively located on both sides of the plate surface, which can be connected by the first joint of the aforementioned steel plates The part is covered by the fastening part of the fixed seat, and then the second joint part of the adjacent steel plate is coated on the periphery of the first joint part of the aforementioned steel plate and the joint end of the fixed seat, so that the second joint part of the adjacent steel plate Form an upright surface to increase the buckling stress between adjacent steel plates to form a composite structure for construction and enhance the effectiveness of wind pressure resistance.
本創作之鋼板,位於前述第二結合部的末端設下延伸面,並藉由該下延伸面可以緊貼於相鄰鋼板之第一結合部的內側壁面,讓相鄰二鋼板互為絞合結合後,可產生較大之扣固應力,可承受較大的風壓,不易被掀開。The steel plate of this creation is provided with a lower extension surface at the end of the second joint portion, and the lower extension surface can be closely attached to the inner wall surface of the first joint portion of the adjacent steel plate, so that the adjacent two steel plates are twisted with each other After the combination, it can generate a large buckling stress, can withstand a large wind pressure, and is not easy to be lifted.
本創作之絞合扣固型鋼板,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 twisted and fastened steel plate of this creation can have different changes in the construction and application due to the change in the height of the first support portion and the second support portion of the fixed base, such as the use of a higher first support portion and The second element of the fixing seat of the two supporting parts may be formed into a larger space on the side of the fixing seat, and may be filled with heat insulation, sound insulation, and flame-resistant materials or not filled with heat insulation, sound insulation, or flame-resistant materials. Or if the second element of the fixing base of the lower first support part and the second support part is used, a smaller space is formed on the side of the fixing base, or it may be filled with less heat insulation, sound insulation, flame resistant material or no It is also necessary to be filled with heat insulation, sound insulation and flame-resistant materials. Or during the construction process, various types of 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.
本創作之固定座(或稱滑動式固定座),設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。The fixed base (or sliding type fixed base) of this creation is provided with a first element and a second element. The first element is provided with a fastening portion to be combined with the first and second coupling portions of the steel plate. The second component is bolted to the steel beam or steel frame (such as C-shaped steel, M-shaped steel, square-shaped steel, Z-shaped steel, ㄇ-shaped steel, etc.), or the steel beam or galvanized sheet or painted plate replaces the aforementioned steel beam or steel After the first element can be combined with the second element, a sliding space can be formed to match the expansion and contraction of the steel plate to prevent the steel plate and the fixing seat from being affected by temperature changes and changing the combination of the two.
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 portion is provided below the upright surface to hook-couple with the second hook portion of the second element and allow the first element to move left or right to match the steel plate Changes in the environment of rising heat and shrinking heat.
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 joint surface to be connected with a steel beam or a steel frame (such as C-shaped steel, M-shaped steel, square-shaped steel, Z-shaped steel, ㄇ-shaped steel, etc.), or a supporting steel plate of various shapes (such as a steel bearing plate, a floor bearing plate , Galvanized sheet, paint plate, etc.) instead of the aforementioned steel beam or steel frame, the fixed seat is bolted to the supporting steel plate, and the first support portion and the second support portion are provided on both sides of the connection surface, and the first support portion is The second support portion protrudes above the joint surface, and the lower surface of the plate surface of the steel plate can be provided with a support, and a second hook portion is provided between the first support portion and the second support portion. The portion is a hook of the first hook of the first element, so that the first element and the second element are combined with each other, the width of the first hook of the first element is smaller than the second hook of the second element, In order to form the sliding space of the first element, it can cooperate with the thermal expansion and contraction of the steel plate, allowing the first element to move together to prevent the steel plate from separating from the fixing seat, and can generate better buckling stress to improve the resistance of the metal building Wind pressure benefits.
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 portion of the aforementioned first element is provided with one or more buckling ends. When the fastening portion of the first element of the fixing base is combined with the first joint portion of the steel plate, it is only necessary to move it by hand The buckling end of the first element of the fixing seat is buckled into the first joint portion of the steel plate, so that the fastening portion of the first element of the fixing seat and the first joint portion of the steel plate are quickly combined and are not easy to come off.
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 base may be provided with an isolation element, and the isolation element is used to fill in both 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 may be closed It can also enhance the support force of the 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。The other 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-shaped steel, Z-shaped steel, ㄇ-shaped steel, etc.) or supporting steel plates (such as steel bearing plates, floor bearing plates, galvanized plates) , Paint board, etc.) and the fixed seat are made of different materials; or when the steel plate and the fixed seat are made of different materials, the steel beam or steel frame or the supporting steel plate and the fixed seat can be separated; or the steel plate and the fixed seat are properly isolated, Avoid contact with each other or avoid contact to avoid contact potential difference. Prevent steel beams or steel frames or supporting steel plates and fixing seats of different materials in advance; or steel plates and fixing seats of different materials due to the difference in material between them, resulting in weaker material potential differences, quick The problem of corrosion.
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 material in block form; or double-sided tape; or foamed tape; or various materials that can isolate the potential difference. It is composed of one or more isolation elements according to the usage requirements of the fixed base.
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 support portion and the second support portion of the aforementioned fixing seat can be formed by various processing methods. For example, by stamping, the two ends of the first support portion and the second support portion can be closed.
為了更貴審查官更了解本創作,該最佳實施方式,可參閱圖1~17所示,本創作至少包含:鋼板1及固定座2。In order for the more expensive examiner to understand this creation better, the best embodiment can be seen in Figures 1-17. This creation includes at least:
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 FIGS. 1 to 4A, the
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 FIGS. 2 to 4A, when the
如圖5~7、10A~10C、12、13、16、17、18及20,前述固定座(或稱滑動式固定座)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 Figs. 5-7, 10A-10C, 12, 13, 16, 17, 18 and 20, the fixed seat (or sliding fixed seat) 2 is provided with a
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 FIGS. 5 to 7, 10A to 10C, 12, 13, 13, 16, 18 and 20, the second element 21 of the fixed base 2 is provided with a bonding surface 210, and the bonding surface 210 can be preset with a plurality of holes 210a (of course, it can also be (No preset), and then the connecting surface 210 of the second element 21 and the steel beam or steel frame 3 (such as C-shaped steel (as shown in FIGS. 8 and 9), M-shaped steel (as shown in the figure 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, bolted together, or in various shapes of supporting steel plates 3a (such as steel bearing plates, floor bearing plates, galvanized) Plate, baking paint board (refer to Figure 15), hereinafter referred to as supporting steel plate) instead of the aforementioned steel beam or steel frame 3, so that the fixed seat and the supporting steel plate 3a can be bolted to each other, and each steel beam or steel frame 3 or supporting steel plate 3a Above, you can set a plurality of fixed seats 2 with specific or non-specific spacing. The
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 FIGS. 5-7, 12, 12, 13, 16, 17, 18 and 20, a
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)。且當將本創作作為屋頂施工時,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 FIGS. 5-7, 12, 13, 16, 17, 18 and 20, the
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 FIGS. 16 and 17, the fixing base may be provided with one or
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 FIGS. 18 and 20, the fixing base may be provided with one or
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 Figs. 1, 8, 9, 11, 11A, 14, 15, 19 and more, the
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 Figures 1, 8, 9, 11, 11A, 14, 15, 19 and 21, in the construction procedure, the fixed number of fixed
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 terms of construction and operation, there are different changes in accordance with construction requirements. If the
綜上指陳,本創作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 Chen, this creation uses twisted and fastened steel plates to be combined with the fixed base, and can also be used to select the second component of different fixed bases, so that the engineering implementation method is more diverse, and it can prevent the steel plate from being fixed. The combination of the seats is disintegrated to maintain the wind resistance performance of the metal building. As the roof of the metal building or other building elements and structures, it is more in line with the 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創作之態樣、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,皆應視為不脫離本創作請求項之範疇。The foregoing embodiments or drawings do not limit the appearance, structure, or usage of this creation. Any appropriate changes or modifications to those with ordinary knowledge in the technical field should be regarded as not departing from the scope of this creation request.
1‧‧‧鋼板1‧‧‧ Steel plate
1a‧‧‧相鄰鋼板1a‧‧‧adjacent steel plate
10‧‧‧板面10‧‧‧Panel
100‧‧‧強化突緣100‧‧‧Strengthened flange
11‧‧‧第一結合部11‧‧‧First Joint Department
110‧‧‧第一扣合端110‧‧‧First snap end
111‧‧‧凹折線111‧‧‧Concave polyline
12‧‧‧第二結合部12‧‧‧The second joint
120a‧‧‧第二扣合端120a‧‧‧Second snap end
120b‧‧‧第三扣合端120b‧‧‧The third snap end
120c‧‧‧反折角120c‧‧‧Reflex angle
121‧‧‧下延伸面121‧‧‧ Lower extension
13‧‧‧絞合部13‧‧‧ Stranding Department
2‧‧‧固定座2‧‧‧Fixed seat
20‧‧‧第一元件20‧‧‧The first component
200‧‧‧扣固部200‧‧‧Locking Department
200a‧‧‧第四扣合端200a‧‧‧The fourth snap end
200b‧‧‧扣合突緣200b‧‧‧Snap flange
200c‧‧‧扣折端200c‧‧‧buckle end
200d‧‧‧反向彎折線200d‧‧‧Reverse bending line
201‧‧‧直立面201‧‧‧Elevation
201a‧‧‧加強肋201a‧‧‧reinforced rib
201b‧‧‧穿孔201b‧‧‧Perforation
202‧‧‧第一鉤部202‧‧‧The first hook
21‧‧‧第二元件21‧‧‧Second component
210‧‧‧結合面210‧‧‧Joint surface
210a‧‧‧孔210a‧‧‧hole
210b‧‧‧栓設元件210b‧‧‧bolting element
210c‧‧‧突緣210c‧‧‧Flange
211a‧‧‧第一支撐部211a‧‧‧First support
211b‧‧‧第二支撐部211b‧‧‧Second support
211c‧‧‧下凹槽211c‧‧‧Lower groove
211d‧‧‧突塊孔211d‧‧‧Bump hole
212‧‧‧第二鉤部212‧‧‧The second hook
22‧‧‧隔離元件22‧‧‧Isolation element
220‧‧‧填充塊220‧‧‧Padding block
221‧‧‧突塊221‧‧‧ bump
3‧‧‧鋼樑或鋼架3‧‧‧Steel beam or frame
3a‧‧‧支承鋼板3a‧‧‧support steel plate
4‧‧‧隔熱、隔音、耐燃材料4‧‧‧Insulation, sound insulation and flame-resistant materials
圖1是本創作鋼板與固定座實施例一組合前之視圖。
圖2是本創作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是本創作之固定座實施例一分解圖。
圖5A是本創作之固定座實施例一之第一元件側剖視圖。
圖6是本創作之固定座實施例一組合圖。
圖7是本創作之固定座實施例一滑動示意圖。
圖8是本創作鋼板與固定座實施例一之組合側視圖。
圖9是本創作鋼板與固定座實施例一之組合側視滑動示意圖。
圖10A是本創作的固定座實施例二之第一元件的視圖。
圖10B是本創作的固定座實施例三之第一元件的視圖。
圖10C是本創作的固定座實施例四之第一元件的視圖。
圖11是本創作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是本創作固定座實施例五之分解視圖。
圖13是本創作固定座實施例五之部分剖視圖。
圖14是本創作鋼板與固定座實施例五之組合視圖。
圖15是本創作鋼板與固定座實施例五之組合視圖。
圖16是本創作固定座與隔離元件實施例一之視圖。
圖17是本創作固定座與隔離元件實施例二之視圖。
圖18是本創作固定座與隔離元件實施例三之視圖。
圖19是本創作鋼板、固定座、隔離元件實施例三之組合視圖。
圖20是本創作固定座與隔離元件實施例四之視圖。
圖21是本創作鋼板、固定座、隔離元件實施例四之組合視圖。
Fig. 1 is a view before combining the first embodiment of the authoring steel plate and the fixing base.
FIG. 2 is a partially enlarged view of the first embodiment of the combination of the steel plate and the fixed base.
FIG. 2A is a partially enlarged view of FIG. 2.
Figure 3 is a view before two adjacent steel plates are combined and stranded.
FIG. 3A is a partially enlarged view of FIG. 3.
Figure 4 is a view after the adjacent two steel plates are combined and stranded.
FIG. 4A is a partially enlarged view of FIG. 4.
Figure 5 is an exploded view of the first embodiment of the fixed base of this creation.
FIG. 5A is a side cross-sectional view of the first component of the first embodiment of the fixed base of the creation.
Fig. 6 is a combined view of the first embodiment of the fixed base of this creation.
Figure 7 is a sliding schematic view of the first embodiment of the fixed base of the creation.
Fig. 8 is a side view of the combination of the first embodiment of the creative steel plate and the fixed base.
FIG. 9 is a schematic view of the side sliding view of the first embodiment of the combination of the steel plate and the fixed base.
Fig. 10A is a view of the first component of the second embodiment of the fixed base of this creation.
Fig. 10B is a view of the first element of the third embodiment of the fixed base of this creation.
Fig. 10C is a view of the first element of the fourth embodiment of the fixed base of the creation.
Fig. 11 is a combined view of the fourth embodiment of the authoring steel plate and the fixing base.
Fig. 11A is a schematic view of the combined side view of Fig. 11 sliding.
Figure 12 is an exploded view of the fifth embodiment of the creative fixing base.
Figure 13 is a partial cross-sectional view of
1‧‧‧鋼板 1‧‧‧ Steel plate
10‧‧‧板面 10‧‧‧Panel
12‧‧‧第二結合部 12‧‧‧The second joint
121‧‧‧下延伸面 121‧‧‧ Lower extension
13‧‧‧絞合部 13‧‧‧ Stranding Department
2‧‧‧固定座 2‧‧‧Fixed seat
20‧‧‧第一元件 20‧‧‧The first component
200c‧‧‧扣折端 200c‧‧‧buckle end
202‧‧‧第一鉤部 202‧‧‧The first hook
21‧‧‧第二元件 21‧‧‧Second component
210‧‧‧結合面 210‧‧‧Joint surface
210b‧‧‧栓設元件 210b‧‧‧bolting element
211a‧‧‧第一支撐部 211a‧‧‧First support
211b‧‧‧第二支撐部 211b‧‧‧Second support
212‧‧‧第二鉤部 212‧‧‧The second hook
3‧‧‧鋼樑或鋼架 3‧‧‧Steel beam or frame
Claims (10)
Applications Claiming Priority (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW108202988 | 2019-03-13 | ||
TW108202988 | 2019-03-13 | ||
TW108205466 | 2019-05-03 | ||
TW108205466 | 2019-05-03 | ||
TW108207188 | 2019-06-06 | ||
TW108207188 | 2019-06-06 |
Publications (1)
Publication Number | Publication Date |
---|---|
TWM591110U true TWM591110U (en) | 2020-02-21 |
Family
ID=70414936
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
TW108210598U TWM594624U (en) | 2019-03-13 | 2019-08-09 | Slidable mounting seat |
TW108210558U TWM591110U (en) | 2019-03-13 | 2019-08-09 | Stranded buckle type steel plate |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
TW108210598U TWM594624U (en) | 2019-03-13 | 2019-08-09 | Slidable mounting seat |
Country Status (1)
Country | Link |
---|---|
TW (2) | TWM594624U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI724491B (en) * | 2019-03-13 | 2021-04-11 | 蘇睿豪 | Twisted locking metal plate |
-
2019
- 2019-08-09 TW TW108210598U patent/TWM594624U/en unknown
- 2019-08-09 TW TW108210558U patent/TWM591110U/en unknown
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI724491B (en) * | 2019-03-13 | 2021-04-11 | 蘇睿豪 | Twisted locking metal plate |
Also Published As
Publication number | Publication date |
---|---|
TWM594624U (en) | 2020-05-01 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR101781378B1 (en) | Slab roof steel waterproof system | |
TWM591110U (en) | Stranded buckle type steel plate | |
TWI724491B (en) | Twisted locking metal plate | |
KR20130068856A (en) | Adiabatic efficiency excellent for construction panel | |
JP6917865B2 (en) | Soundproof wall unit | |
KR101410788B1 (en) | Slim floor panel for parking building and floor structure using this panel | |
KR100672087B1 (en) | Closed Section Type Stud Member and Wall Pannel System using The Same | |
JP2020076252A (en) | Metal fitting for construction | |
JP5904052B2 (en) | Connecting structure of upper and lower floors of thin lightweight steel structure | |
JP2005325637A (en) | Bearing wall frame | |
JP5357646B2 (en) | Floor expansion joint device and floor expansion joint manufacturing method | |
JP2018080564A (en) | Base plate and column base structure using the same | |
TWI405892B (en) | Steel plate with hidden bolts | |
JP7145003B2 (en) | Reinforcement and double folded plate roof | |
CN205637355U (en) | Roofing system , interlock formula roofing layer structure and sliding button spare | |
JP5981831B2 (en) | External wall panel mounting structure | |
TW201326523A (en) | Hidden-type steel plate | |
JP5031439B2 (en) | Building structures and metal structural members | |
JP2930338B2 (en) | Building panel | |
KR102640984B1 (en) | Stiffner Reinforcement Bendable Angle Fastener | |
JP2001199499A (en) | Heat-insulating structure for assembly type stainless steel liquid storage tank | |
TW202001051A (en) | Double-layer metal plate structure | |
JP5814590B2 (en) | Construction panel connection structure | |
JP4559793B2 (en) | Multi-story shear wall | |
TW202246625A (en) | Metal plate |