TWI402400B - Fire-resistant steel plate - Google Patents
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本發明係關於防火金屬鋼板結構(七)，尤指一種得將固定座將下層鋼架與上層鋼架結合，並利用下層鋼板與上層鋼架結合，確保下層鋼架承受火場高溫時，延長變形時間，避免建築物迅速塌陷，讓位於建築物內之人得有較長時間撤離；或財產得有較長時間搬出，以減少人命與財產損害之防火金屬鋼板結構，並可達到國家防火標準之防火時效者。The invention relates to a fireproof metal steel plate structure (7), in particular to a combination of a lower steel frame and an upper steel frame, and a lower steel plate combined with an upper steel frame to ensure that the lower steel frame is subjected to a high temperature of the fire field and is extended. Deformation time, to avoid rapid collapse of buildings, to allow people in the building to have a long time to evacuate; or to have a long time to move out to reduce the life and property damage of fire-resistant metal steel plate structure, and to achieve national fire prevention Standard fire protection.
按習知金屬鋼板結構之建築物，如台灣專利公告第575036號「具較長跨距之複層鋼承板」，為由第一鋼承板及第二鋼層板組成，並於第一鋼承板之一面藉由模具滾壓出複數個等間距且呈U形之肋體，肋體下端設嵌合元件以束合開口，使開口緊密貼合；及第二鋼承板彎折成矩形波浪板體，使波浪板體透過固定元件鎖固於第一鋼承板之肋體頂面上，以增強樓板淨高及複層鋼承板之斷面強度，進而增長跨距，於施工安裝於樓層時，不需次樑之支撐，故簡化施工之過程，並減少施工之成本。According to the conventional metal plate structure, such as Taiwan Patent Publication No. 575036 "Multi-layer steel plate with longer span", it consists of the first steel plate and the second steel plate, and is the first One side of the steel plate plate is rolled out by a plurality of equally spaced U-shaped ribs, and the lower end of the rib body is provided with a fitting member to close the opening to make the opening closely fit; and the second steel plate is bent into The rectangular wave plate body is used to lock the wave plate body through the fixing member to the top surface of the rib body of the first steel plate plate, so as to enhance the net height of the floor plate and the section strength of the multi-layer steel plate plate, thereby increasing the span, in the construction When installed on the floor, the support of the secondary beam is not required, so the construction process is simplified and the construction cost is reduced.
又如台灣專利公告第576884號「組合鋼承板及其施工方法」，係於鋼承板設平底鋼承板，平底鋼承板一側設平底，及另一側設有數個凸部及凹部，該平底鋼承板係可由該平底側連接至少一鋼樑；及於平底鋼承板之各凹部設玻璃棉，及再於平底鋼承板之各凸部螺固結合浪形鋼，以使該平底鋼承板及浪形鋼板組成一組合鋼承板。Another example is Taiwan Patent Publication No. 576884 "Combined Steel Bearing Plate and Construction Method", which is provided with a flat bottom steel bearing plate on a steel bearing plate, a flat bottom on one side of the flat bottom steel bearing plate, and a plurality of convex portions and concave portions on the other side. The flat bottom steel support plate may be connected to the at least one steel beam by the flat bottom side; and the glass wool is disposed in each concave portion of the flat bottom steel support plate, and then the convex portions of the flat bottom steel support plate are screwed and combined with the wave shaped steel to enable The flat bottom steel plate and the wave plate form a combined steel plate.
次如台灣專利公告第430706號「Z型樓層板(D-Deck)之新施工構造與方法」，係包含樓層板，且相鄰樓層板可利用結合面互相結合，該樓層板係設於鋼樑，並於樓層板內填設有隔音、隔熱、 耐燃之玻璃棉，而後再與鍍鋅鋼板即屋頂以自攻螺絲鎖於樓層板之結合面之位置即可達到屋頂施工之功能。For example, Taiwan Patent Publication No. 430706 "D-Deck New Construction Structure and Method" includes floor panels, and adjacent floor panels can be combined with each other using a joint surface. The beam is filled with sound insulation and heat insulation in the floor panel. The flame-resistant glass wool is then used to achieve the function of roof construction with the position of the galvanized steel sheet, that is, the roof with the self-tapping screws locked to the floor panel.
上述習知金屬鋼板結構，均係利用鋼層板之特性組成金屬鋼板建築物之結構，共同之缺點為該利用鋼層板之結構，當以前述各習知結構構築而成之金屬建築，遇有火警發生時，只能藉由鋼承板之結構形成支撐之功能，無法支撐火場高溫，易造成建築物塌陷，造成人員傷亡，且使救災不易之問題。The above-mentioned conventional metal steel plate structure adopts the characteristics of the steel laminate to form the structure of the metal steel plate building, and the common disadvantage is that the structure of the steel laminate is constructed by using the above-mentioned various conventional structures. When a fire occurs, it can only form a support function by the structure of the steel plate, which cannot support the high temperature of the fire field, easily cause the building to collapse, cause casualties, and make the disaster relief difficult.
次如圖1-4所示之各種習知者，則是於C型鋼a上方設上層鋼板b1，於C型鋼中央設下層鋼板b2，再將C型鋼a與鋼樑c結合，而其結合方法，則可如圖1之直接結合；或如圖2，由二C型鋼a1、a2互相並靠而結合；或如圖3，於C型鋼a外側以一L型架d與鋼樑c互相結合，即可將C型鋼a與鋼樑結合；或如圖4，將C型鋼以Z型鋼e取代，而與圖1具相同之結合方式，即利用一L型d架與鋼樑c結合，即可將Z型鋼e與鋼樑c互相結合。As shown in the figure 1-4, the upper layer steel plate b1 is placed above the C-shaped steel a, the lower layer steel plate b2 is placed at the center of the C-shaped steel, and the C-shaped steel a is combined with the steel beam c, and the bonding method thereof is combined. , can be directly combined as shown in Figure 1; or as shown in Figure 2, by the two C-shaped steel a1, a2 combined with each other; or as shown in Figure 3, outside the C-shaped steel a with an L-shaped frame d and steel beam c combined with each other , the C-shaped steel a can be combined with the steel beam; or as shown in FIG. 4, the C-shaped steel is replaced by the Z-shaped steel e, and the same combination as that of FIG. 1 is that the L-shaped d-frame is combined with the steel beam c, that is, The Z-shaped steel e and the steel beam c can be combined with each other.
再如圖5-7為另一種習知者，該習知者即是將前述習知C型鋼或Z型鋼以ㄇ型鋼取代，ㄇ型鋼f設上層鋼板b1，再於ㄇ型鋼f設下層鋼板b2，之後，如圖5，再將ㄇ型鋼f與鋼樑c結合。或如圖6與7，於ㄇ型鋼f設U型架f1，再於u型架f1上方設上層鋼板b1，並於ㄇ型鋼f下方栓設有矽酸鈣板f2，亦可。其缺點為C型鋼與鋼樑為固定，無法調整區隔空間以提升防火時效，並因為施工困難，施工成本過高，且結構欠缺美感，隔熱效果欠佳。5-7 is another conventional one, that is, the conventional C-shaped steel or Z-shaped steel is replaced by a ㄇ-shaped steel, the ㄇ-shaped steel f is provided with the upper steel plate b1, and the ㄇ-shaped steel f is provided with the lower steel plate b2. Then, as shown in Fig. 5, the ㄇ-shaped steel f is combined with the steel beam c. Or, as shown in FIGS. 6 and 7, a U-shaped frame f1 is provided on the ㄇ-shaped steel f, and an upper steel plate b1 is placed above the U-shaped frame f1, and a calcium silicate plate f2 is inserted under the ㄇ-shaped steel f. The disadvantage is that the C-shaped steel and the steel beam are fixed, the compartment space cannot be adjusted to improve the fireproofing effect, and because of the construction difficulty, the construction cost is too high, the structure is lacking in aesthetics, and the heat insulation effect is not good.
為此，本發明者，針對前揭習知者之缺點加以研究改進，而發明本案。To this end, the inventors have researched and improved the shortcomings of the prior disclosure and invented the present case.
本發明之目的，乃在提供一種可以延長金屬建築物之防火時效，並避免火災發生時，建築物迅速塌陷之危險，以減少人命損 傷與財產損害之防火金屬鋼板結構。The object of the present invention is to provide a danger of prolonging the fire prevention of metal buildings and avoiding the rapid collapse of buildings when a fire occurs, thereby reducing human life loss. Fireproof metal steel plate structure for damage and property damage.
本發明之發明為防火金屬鋼板結構(七)，係將下層鋼架與上層鋼架之間距提高，讓上層鋼架得以遠離火源，延長變形時間，建築物不易塌陷，減少生命身體與財物之損害。The invention of the invention is a fireproof metal steel plate structure (7), which improves the distance between the lower steel frame and the upper steel frame, so that the upper steel frame can be kept away from the fire source, the deformation time is prolonged, the building is not easy to collapse, and the body and the property are reduced. damage.
本發明之發明為防火金屬鋼板結構(七)，係將下層鋼架與上層鋼架成交叉設置狀。The invention of the present invention is a fireproof metal steel plate structure (7) in which the lower steel frame and the upper steel frame are arranged in a cross shape.
本發明之發明為防火金屬鋼板結構(七)，係於下層鋼架與上層鋼架之間設置固定座，該固定座為L形狀或其他形狀，並可利用該固定架以將前述下層鋼架與上層鋼架結合固設。The invention of the present invention is a fireproof metal steel plate structure (7), which is provided with a fixing seat between the lower steel frame and the upper steel frame, the fixing seat has an L shape or other shape, and the fixing frame can be utilized to use the lower steel frame It is fixed in combination with the upper steel frame.
本發明之發明為防火金屬鋼板結構(七)，係將鋼板之下層鋼板設置於下層鋼架上方，並位於上層鋼架之下方，且利用下層鋼板之兩端結合部以與上層鋼架之結合面結合，讓下層鋼板間得以穩固結合。The invention of the present invention is a fireproof metal steel plate structure (7), wherein the steel plate lower layer steel plate is disposed above the lower steel frame and below the upper steel frame, and the combination of the two ends of the lower steel plate is used to combine with the upper steel frame. The combination of the faces allows the lower steel plates to be firmly combined.
本發明之發明為防火金屬鋼板結構(七)，係將防火層設置於前述下層鋼板與上層鋼架所形成之空間，以組成防火金屬鋼板之結構，符合國家標準之防火時效。The invention of the present invention is a fireproof metal steel plate structure (7), wherein a fireproof layer is disposed in a space formed by the lower steel plate and the upper steel frame to form a structure of the fireproof metal steel plate, which meets the national standard fire prevention and aging.
如此，為使貴審查員可以充分了解本發明，茲依附圖示解說如下：如圖8、9及15所示，本發明為防火金屬鋼板結構(七)之實施例一，本發明至少包含：鋼架1，設下層鋼架10，該下層鋼架10可為H型鋼；或C型鋼；或其他形狀之型鋼為之，並設放置面100；鋼架1再設上層鋼架11，如圖15-21，上層鋼架11可為C型鋼，或如圖22，上層鋼架11可為Z型鋼；或如圖23-26，上層鋼架11可為ㄇ型鋼；或 如圖27及28所示，為其他形狀之型鋼為之，並將前述下層鋼架10與上層鋼架11為交叉設置狀，及該上層鋼架11設側壁面110與結合面111，結合面111係向上延伸狀，上層鋼架11又設放置面112。Thus, in order to enable the inspector to fully understand the present invention, the following description is made as follows: As shown in FIGS. 8, 9, and 15, the present invention is the first embodiment of the fire-resistant metal steel plate structure (7), and the present invention at least includes: The steel frame 1 is provided with a lower steel frame 10, which may be an H-shaped steel; or a C-shaped steel; or a shape steel of other shapes, and a placement surface 100; the steel frame 1 is further provided with an upper steel frame 11, as shown in the figure 15-21, the upper steel frame 11 may be a C-shaped steel, or as shown in FIG. 22, the upper steel frame 11 may be a Z-shaped steel; or as shown in FIGS. 23-26, the upper steel frame 11 may be a ㄇ-shaped steel; or As shown in FIGS. 27 and 28, the profiled steel of other shapes is formed, and the lower steel frame 10 and the upper steel frame 11 are arranged in an intersecting manner, and the upper steel frame 11 is provided with a side wall surface 110 and a joint surface 111, and a joint surface. The 111 series extends upward, and the upper steel frame 11 is further provided with a placement surface 112.
如圖23-26所示，上層鋼架11如為ㄇ型鋼，則須於下方另設封蓋14，封蓋14設孔140，以為U型固定座穿過；封蓋14設槽部141，槽部141可為空置狀(如圖23所示)或設置防火層(如圖24-26所示)亦無不可；封蓋設結合部142，如圖23及24，得利用該結合部142得以與前述上層鋼架11之結合面111結合，形成類似於拉引或掛置之效果。或如圖25，封蓋14之結合部142得延長狀，而另以栓設元件143將封蓋與上層鋼架11栓固。或如圖26，於上層鋼架11之側壁面110成型有斜向面110A，以與封蓋14之結合部142結合，且該封蓋14係自下方與上層鋼架11結合，而如前述形成類似於拉引或掛置之效果。As shown in FIG. 23-26, if the upper steel frame 11 is a ㄇ-shaped steel, a cover 14 is additionally provided below, and the cover 14 is provided with a hole 140 for the U-shaped fixed seat to pass through; the cover 14 is provided with a groove portion 141. The groove portion 141 may be vacant (as shown in FIG. 23) or provided with a fireproof layer (as shown in FIGS. 24-26). The cover portion 142, as shown in FIGS. 23 and 24, may be utilized. It can be combined with the joint surface 111 of the aforementioned upper steel frame 11 to form an effect similar to pulling or hanging. Or, as shown in Fig. 25, the joint portion 142 of the cover 14 is elongated, and the capping member 143 is used to bolt the cover to the upper steel frame 11. Or as shown in FIG. 26, the side surface 110 of the upper steel frame 11 is formed with an oblique surface 110A for bonding with the joint portion 142 of the cover 14, and the cover 14 is combined with the upper steel frame 11 from below, as described above. Forms an effect similar to pulling or hanging.
如圖27及28所示，上層鋼架11可為變體之Z型鋼，該上層鋼架11則是設有斜向之結合面111。As shown in Figs. 27 and 28, the upper steel frame 11 may be a modified Z-shaped steel, and the upper steel frame 11 is provided with an oblique joint surface 111.
鋼架1設固定座12，可如圖15-22，固定座12為L形狀；或如圖23-26，固定座12可為U形，或其他形狀，只要可以配合上層鋼架11之形狀即可，該固定座12設下結合面120得與前述下層鋼架10之放置面100以栓設元件121栓設結合(如圖9、15及20-22所示)；或以焊接方式結合(如圖16-19及23-26所示)，均無不可，固定座12設上結合面122，可利用固定座12之上結合面122以與前述上層鋼架11之側壁面110結合為一體，而如前述該固定座12之上結合面122得與前述上層鋼架11之側壁面110以栓設元件123栓設方式結合；或以焊接方式結合，均無不可，如此，即可將前述下層鋼架10與上層鋼架11結合固設連結，利用該固定座作為上層鋼架11拉引下層鋼架10之力量，延長下層鋼架10受到火場高溫時之變形塌陷時間，避免人員之損傷與財產 之損害。The steel frame 1 is provided with a fixing seat 12, which can be as shown in Fig. 15-22, and the fixing base 12 has an L shape; or as shown in Fig. 23-26, the fixing seat 12 can be U-shaped or other shapes as long as the shape of the upper steel frame 11 can be matched. That is, the fixing seat 12 is provided with the lower joint surface 120 so as to be bolted to the placement surface 100 of the lower steel frame 10 by the bolting element 121 (as shown in FIGS. 9, 15 and 20-22); or combined by welding. (As shown in FIGS. 16-19 and 23-26), the fixing seat 12 is provided with the bonding surface 122, and the bonding surface 122 of the fixing seat 12 can be used to be combined with the side wall surface 110 of the upper steel frame 11 as In one piece, as described above, the upper surface of the fixing seat 12 is combined with the side wall surface 110 of the upper steel frame 11 by the bolting element 123; or it is combined by welding, so that The lower steel frame 10 and the upper steel frame 11 are fixedly coupled, and the fixing seat is used as the upper steel frame 11 to pull the strength of the lower steel frame 10, thereby prolonging the deformation and collapse time of the lower steel frame 10 when the fire is at a high temperature, and avoiding personnel. Damage and property Damage.
再者為拉大相鄰之二上層鋼架11之間距，可如圖20與21所示，於前述各實施例之相鄰二上層鋼架11之間，乃設有一拉桿13，該拉桿13係以上層鋼架11之側壁面110互相栓設結合固定，具有利用該拉桿13以防止上層鋼架11翻轉方向並提高承受風壓之效果。及該拉桿13並可為下層鋼板20之中段吊掛，以對下層鋼板20形成拉引作用。In addition, as shown in FIGS. 20 and 21, between the adjacent two upper steel frames 11 of the foregoing embodiments, a tie rod 13 is provided, and the tie rod 13 is provided. The side wall faces 110 of the upper steel frame 11 are bolted and fixed to each other, and the tie rod 13 is used to prevent the upper steel frame 11 from being turned over and to improve the wind pressure. And the tie rod 13 can be suspended from the middle portion of the lower steel plate 20 to form a pulling action on the lower steel plate 20.
如圖29所示，鋼架1，如前述各實施例並設下層鋼架10與上層鋼架11，下層鋼架10與上層鋼架11間並形成防火區隔間，並可將下層鋼架10與上層鋼架11直接焊接結合，惟於上層鋼架11之結合面111設置延伸桿4，延伸桿4一端勾設於前述結合面111，並以栓設元件40栓固，而延伸桿4之另一端則是作為鋼板2之下層鋼板20之結合部200、201結合之用，即可將下層鋼板20設置於下層鋼架10之下方，讓下層鋼架10亦具防火效果。As shown in FIG. 29, the steel frame 1, as in the foregoing embodiments, is provided with a lower steel frame 10 and an upper steel frame 11, a lower steel frame 10 and an upper steel frame 11 and forms a fire compartment compartment, and the lower steel frame can be 10 is directly welded to the upper steel frame 11 , but the joint surface 111 of the upper steel frame 11 is provided with an extension rod 4 , one end of the extension rod 4 is hooked on the joint surface 111 , and is bolted by the bolting element 40 , and the extension rod 4 is extended The other end is used as a combination of the joint portions 200, 201 of the steel sheet 20 under the steel sheet 2, so that the lower steel sheet 20 can be placed below the lower steel frame 10, so that the lower steel frame 10 also has a fireproof effect.
如圖30所示，鋼架1，如前述各實施例並設下層鋼架10與上層鋼架11，並可將下層鋼架10與上層鋼架11直接焊接結合，如圖29，係於上層鋼架11之結合面111設延伸桿4，延伸桿4一端勾設於前述結合面111，另一端則是作為鋼板2之下層鋼板20之結合部200、201結合之用，即可將下層鋼板20設置於下層鋼架10之下方。惟為強化上層鋼架11之結構，乃設有連結件5，該連結件5係固設於上層鋼架11之結合面111與上結合面111A之間。As shown in FIG. 30, the steel frame 1, as in the foregoing embodiments, is provided with a lower steel frame 10 and an upper steel frame 11, and the lower steel frame 10 and the upper steel frame 11 can be directly welded and combined, as shown in Fig. 29, attached to the upper layer. The joint surface 111 of the steel frame 11 is provided with an extension rod 4, one end of the extension rod 4 is hooked on the joint surface 111, and the other end is used as a joint portion 200, 201 of the steel sheet 20 under the steel plate 2, and the lower layer steel plate can be used. 20 is disposed below the lower steel frame 10. However, in order to strengthen the structure of the upper steel frame 11, a connecting member 5 is provided, which is fixed between the joint surface 111 of the upper steel frame 11 and the upper joint surface 111A.
如圖31所示，鋼架1，如前述各實施例，設下層鋼架10與上層鋼架11，並於下層鋼架10與上層鋼架11之間設有固定座12，並於上層鋼架11與掛置件6之間設連結桿7，而掛置件6則是設置有結合面60，以為下層鋼板20之結合部200、201結合之用，即可將下層鋼板20設置於下層鋼架10之下方。As shown in FIG. 31, the steel frame 1, as in the foregoing embodiments, is provided with a lower steel frame 10 and an upper steel frame 11, and a fixing seat 12 is disposed between the lower steel frame 10 and the upper steel frame 11, and is in the upper steel layer. A connecting rod 7 is disposed between the frame 11 and the hanging member 6, and the hanging member 6 is provided with a joint surface 60 for combining the joint portions 200 and 201 of the lower steel plate 20, so that the lower steel plate 20 can be disposed on the lower layer. Below the steel frame 10.
如圖32所示，鋼架1，如前述各實施例，設下層鋼架10與上 層鋼架11，並於下層鋼架10與上層鋼架11之間設有固定座12，且為配合建築物之不同設置位置，乃於上層鋼架11與掛置件6之間斜向設置連結桿7，而掛置件6則是設置有結合面60，以為下層鋼板20之結合部200、201結合之用，即可將下層鋼板20設置於下層鋼架10之下方。As shown in FIG. 32, the steel frame 1, as in the foregoing embodiments, is provided with a lower steel frame 10 and upper The steel frame 11 is provided with a fixing seat 12 between the lower steel frame 10 and the upper steel frame 11, and is disposed obliquely between the upper steel frame 11 and the hanging member 6 in order to match different positions of the building. The connecting rod 7 is connected, and the hanging member 6 is provided with a joint surface 60 for joining the joint portions 200, 201 of the lower steel sheet 20, so that the lower steel sheet 20 can be disposed below the lower steel frame 10.
鋼板2，設下層鋼板20，下層鋼板20可以為各種形狀，如圖9之較短形狀；或如圖12為較長形狀；或依據建築物之施工需求而延伸一定之長度；或如圖13亦可設有吸音孔；或如圖14A-14E之各種形狀，均無不可。The steel plate 2 is provided with a lower steel plate 20, and the lower steel plate 20 may have various shapes, such as the shorter shape of FIG. 9; or a longer shape as shown in FIG. 12; or a certain length according to the construction requirements of the building; or as shown in FIG. Sound absorbing holes may also be provided; or as shown in various shapes of Figs. 14A-14E.
下層鋼板20係設置於前述下層鋼架10之上方，下層鋼板20之兩端設結合部200、201，其中結合部201可於施工現場再以輔助工具彎折成型，或亦可被預先彎折成型(如圖14E所示)，而下層鋼板20之結合部200、201均得與上層鋼架11之結合面111結合，如前述，當下層鋼板20之結合部201未被預先彎折成型時，得將下層鋼板20之結合部201設置於上層鋼架11之結合面111上方(如圖10所示)，再以輔助工具將前述下層鋼板20之結合部201彎折，並與上層鋼架11之結合面111結合，即可完成下層鋼板20之結合部201與上層鋼架11之結合面111之結合；而於相鄰之下層鋼板20A、20B互相結合時，係於第一下層鋼板20A之結合部201與上層鋼架11之結合面111之先行結合之後，再以第二下層鋼板20B之結合部200直接包覆於下層鋼板20A之結合部201與上層鋼架11之結合面111之上方(如圖11所示)，即可完成相鄰下層鋼板20A、20B間與上層鋼架11間之結合關係。或如圖16所示，再輔以栓設元件206栓固之，亦無不可。或如圖17所示，於下層鋼板20之結合部201另設抵設部201A，以為上層鋼架11之下結合面抵設，亦具撐持上層鋼架之效果。The lower steel plate 20 is disposed above the lower steel frame 10, and the two ends of the lower steel plate 20 are provided with joint portions 200 and 201. The joint portion 201 can be bent and formed by an auxiliary tool at the construction site, or can be pre-bent. Forming (as shown in Fig. 14E), and the joint portions 200, 201 of the lower steel sheet 20 are combined with the joint surface 111 of the upper steel frame 11, as described above, when the joint portion 201 of the lower steel sheet 20 is not bent in advance. The joint portion 201 of the lower steel plate 20 is disposed above the joint surface 111 of the upper steel frame 11 (as shown in FIG. 10), and the joint portion 201 of the lower steel plate 20 is bent by an auxiliary tool, and the upper steel frame is folded. When the bonding surface 111 of the 11 is combined, the bonding of the bonding portion 201 of the lower steel plate 20 and the bonding surface 111 of the upper steel frame 11 can be completed; and when the adjacent lower steel plates 20A, 20B are combined with each other, the first lower steel plate is bonded. After the joint portion 201 of the 20A is joined to the joint surface 111 of the upper steel frame 11, the joint portion 200 of the second lower steel sheet 20B is directly coated on the joint surface 111 of the joint portion 201 of the lower steel sheet 20A and the upper steel frame 11 Above (as shown in Figure 11), you can complete the adjacent lower layer Plates 20A, 20B and the binding relationship between the upper layer 11 of steel. Or as shown in FIG. 16, it is also possible to supplement the plugging element 206 to be fixed. Or as shown in FIG. 17, the joint portion 201A of the lower steel plate 20 is additionally provided with the abutting portion 201A so as to be in contact with the lower joint surface of the upper steel frame 11, and also has the effect of supporting the upper steel frame.
再者，前述下層鋼板20係設置於前述下層鋼架10之上方，並位於上層鋼架11之下方，因此，為閃避固定座12，乃於下層鋼板 20設置有缺槽202，得讓下層鋼板20順利穿設於下層鋼架10與上層鋼架11之間。如此，即可利用前述下層鋼板20之兩端結合部200、201以與上層鋼架11之結合面111結合，不需再以任何栓設元件或焊接方式將下層鋼板20與上層鋼架11結合，提高施工速度與強化防火金屬鋼板之結構。Furthermore, the lower steel plate 20 is disposed above the lower steel frame 10 and below the upper steel frame 11, and therefore, is a dodge fixing seat 12, and is a lower steel plate. 20 is provided with a notch 202, so that the lower steel plate 20 can be smoothly passed between the lower steel frame 10 and the upper steel frame 11. In this way, the joint portions 200, 201 of the lower steel plate 20 can be used to join the joint surface 111 of the upper steel frame 11, and the lower steel plate 20 can be combined with the upper steel frame 11 without any bolting or welding. Improve construction speed and strengthen the structure of fireproof metal steel plate.
如圖18與19所示，為配合相鄰之二上層鋼架11之距離拉長效果，乃可將下層鋼板20之長度加長，該下層鋼板20並成型有突出部203，於突出部203設穿孔204，以為前述拉桿13穿過；或亦可以吊掛環205為前述拉桿13穿過，亦具有將下層鋼板20之長度加長，但不失其應有強度者。As shown in FIGS. 18 and 19, in order to match the distance stretching effect of the adjacent two upper steel frames 11, the length of the lower steel plate 20 can be lengthened, and the lower steel plate 20 is formed with a protruding portion 203, which is formed in the protruding portion 203. The through hole 204 is such that the aforementioned tie rod 13 passes through; or the hanging ring 205 may pass through the pull rod 13 as well, and the length of the lower steel plate 20 may be lengthened without losing its strength.
如圖20或21所示，於下層鋼板20兩端均設有延伸部206，利用該延伸部206得設置於上層鋼架11之下方，以產生撐持之效果，並於下層鋼板20設孔207以為固定座12穿過，再如圖20，相鄰二下層鋼板20之與上層鋼架11結合，係以第二下層鋼板20B之結合部200自上層鋼架11之一側以部分包覆於上層鋼架11外圍，之後，再將第一下層鋼板20A之結合部201自上層鋼架11之另一側部分包覆於上層鋼架11與前述第二下層鋼板20B之結合部200之外圍，即可將相鄰二下層鋼板20與上層鋼架11結合。或如圖21，係將第一下層鋼板20A之結合部201自上層鋼架11之另一側以部分包覆於上層鋼架11外圍，而第二下層鋼板20B則是以結合部200與上層鋼架11之結合面111結合，即可將相鄰之二下層鋼板20與上層鋼架11結合。As shown in FIG. 20 or 21, an extension portion 206 is provided at both ends of the lower steel plate 20, and the extension portion 206 is disposed under the upper steel frame 11 to produce a supporting effect, and a hole 207 is formed in the lower steel plate 20. It is assumed that the fixing seat 12 passes through, and as shown in FIG. 20, the adjacent two lower steel sheets 20 are combined with the upper steel frame 11, and the joint portion 200 of the second lower steel plate 20B is partially covered from the side of the upper steel frame 11 The outer layer of the upper steel frame 11 is, and then the joint portion 201 of the first lower steel plate 20A is partially covered from the other side of the upper steel frame 11 to the periphery of the joint portion 200 of the upper steel frame 11 and the second lower steel plate 20B. Then, the adjacent two lower steel sheets 20 can be combined with the upper steel frame 11. Or, as shown in FIG. 21, the joint portion 201 of the first lower steel plate 20A is partially covered on the outer side of the upper steel frame 11 from the other side of the upper steel frame 11, and the second lower steel plate 20B is joined by the joint portion 200. The joining surface 111 of the upper steel frame 11 is combined, and the adjacent two lower steel sheets 20 can be combined with the upper steel frame 11.
如圖23-25所示，當上層鋼架11為ㄇ型鋼，並設有封蓋14時，則是於封蓋14之結合部142與前述上層鋼架11之結合面111結合後，再將相鄰之二下層鋼板20各自之結合部200、201分別覆蓋於前述封蓋14之結合部142外部，即可將讓相鄰二下層鋼板20與上層鋼架互相結合，並以栓設元件143栓固。As shown in FIG. 23-25, when the upper steel frame 11 is made of ㄇ-shaped steel and the cover 14 is provided, the joint portion 142 of the cover 14 is combined with the joint surface 111 of the upper steel frame 11, and then The joint portions 200 and 201 of the adjacent two lower steel sheets 20 respectively cover the outside of the joint portion 142 of the cover 14 so that the adjacent two lower steel sheets 20 and the upper steel frame are combined with each other, and the plugging member 143 is used. Tethered.
如圖26所示，則是將相鄰之二下層鋼板20以各自之結合部 200、201分別與上層鋼架之結合面111結合，即可將相鄰之二下層鋼板20與上層鋼架11互相結合。As shown in Fig. 26, the adjacent two lower steel sheets 20 are joined to each other. 200, 201 are respectively combined with the joint surface 111 of the upper steel frame, so that the adjacent two lower steel plates 20 and the upper steel frame 11 can be combined with each other.
如圖27及28所示，當上層鋼架11為變體之Z型鋼時，則是將相鄰之二下層鋼板20各自之結合部200、201分別與上層鋼架之之結合面111結合，其中於結合部201並僅抵靠於斜向之結合面111，之後，再以栓設元件206栓固，即可將讓相鄰二下層鋼板20與上層鋼架11互相結合。As shown in FIGS. 27 and 28, when the upper steel frame 11 is a modified Z-shaped steel, the joint portions 200, 201 of the adjacent two lower steel plates 20 are respectively combined with the joint faces 111 of the upper steel frame. The joint portion 201 is only abutted against the oblique joint surface 111, and then the plug member 206 is bolted to join the adjacent two lower steel sheets 20 and the upper steel frame 11 to each other.
如圖15-32所示，於相鄰之二上層鋼架11之間，且位於下層鋼板20上方並形成有設置防火層3之空間22，以舖設各式防火材料而形成之防火層3。As shown in Fig. 15-32, between the adjacent upper steel frames 11, and above the lower steel plate 20, a space 22 in which the fireproof layer 3 is disposed is formed to lay the fireproof layer 3 formed by various fireproof materials.
如圖15-32所示，前述鋼板2設上層鋼板23，該上層鋼板23可為浪形；或琉璃瓦形；或平板形狀；或隱藏狀；或任意形狀皆可，上層鋼板23係舖設於前述上層鋼架11之放置面112上方，並再以栓設元件230栓固之，並於上層鋼板23與上層鋼架11之間形成防火區隔間，提高防火時效。As shown in Fig. 15-32, the steel plate 2 is provided with an upper steel plate 23, which may be a wave shape; or a glazed tile shape; or a flat plate shape; or a hidden shape; or any shape may be used, and the upper steel plate 23 is laid in the foregoing The upper surface of the upper steel frame 11 is placed above the surface 112, and then bolted by the bolting member 230, and a fire compartment is formed between the upper steel plate 23 and the upper steel frame 11 to improve the fireproofing effect.
防火層3，係設置於前述下層鋼板20與上層鋼架11所形成之空間22中，如此，即可共同組成本防火金屬鋼板之結構，以符合國家標準之防火時效。如圖29-32所示，防火層3亦可設置下層鋼板20之空間22中，並為下層鋼板20與上層鋼架11所夾設，即可共同組成本防火金屬鋼板之結構，以符合國家標準之防火時效。The fireproof layer 3 is disposed in the space 22 formed by the lower steel plate 20 and the upper steel frame 11, so that the structure of the fireproof metal steel plate can be jointly formed to meet the national standard fire prevention and aging. As shown in Fig. 29-32, the fireproof layer 3 may also be disposed in the space 22 of the lower steel plate 20, and the lower steel plate 20 and the upper steel frame 11 may be sandwiched together to form the structure of the fireproof metal steel plate to conform to the state. Standard fire protection.
再如圖33-35所示，係本發明配合屋頂通風器8之結構，該屋頂通風器8設下凹狀之採光板80，並於邊壁設上斜狀之熱氣出口81，以提高排熱效果。33-35, the roof ventilator 8 is provided with a concave glazing panel 80, and a slanted hot gas outlet 81 is arranged on the side wall to improve the platoon. Thermal effect.
綜上，前述各種實施例，最終目的乃是要將上層鋼架11與下層鋼架10之間距曾長；或要將上層鋼架11與下層鋼板20之間距D1得以增長，其優點，乃是可讓上層鋼架11更遠離火場，如此，當 建築物發生火警時，下層鋼架10與下層鋼板20係最先與火場接觸，但因為該上層鋼架11與下層鋼架10；或與下層鋼板20保持一定之間距D1，讓上層鋼架11之接觸火源之時間再延長，而得以延長上層鋼架11之變形塌陷之時間，防止建築物受到火場高溫立即塌陷，避免危害建築物內的生命或財物之危險，降低損失，符合國家標準之防火時效，為本案之組成。In summary, the final objective of the foregoing various embodiments is to lengthen the distance between the upper steel frame 11 and the lower steel frame 10; or to increase the distance D1 between the upper steel frame 11 and the lower steel plate 20, the advantage is Can make the upper steel frame 11 farther away from the fire, so when When a fire occurs in a building, the lower steel frame 10 and the lower steel plate 20 are first in contact with the fire field, but because the upper steel frame 11 and the lower steel frame 10; or the lower steel plate 20 is kept at a certain distance D1, the upper steel frame is allowed. 11 The time of contact with the fire source is extended, and the time of deformation and collapse of the upper steel frame 11 is prolonged, and the building is prevented from being immediately collapsed by the high temperature of the fire field, thereby avoiding the danger of damaging life or property in the building and reducing the loss, in line with the state. The standard fire protection time is the composition of this case.
1‧‧‧鋼架1‧‧‧ steel frame
10‧‧‧下層鋼架10‧‧‧Under steel frame
100‧‧‧放置面100‧‧‧Place
11‧‧‧上層鋼架11‧‧‧Upper steel frame
110‧‧‧側壁面110‧‧‧ side wall
110A‧‧‧斜向面110A‧‧‧ oblique plane
111‧‧‧結合面111‧‧‧ joint surface
111A‧‧‧上結合面111A‧‧‧ upper joint
112‧‧‧放置面112‧‧‧Place surface
12‧‧‧固定座12‧‧‧ Fixed seat
120‧‧‧下結合面120‧‧‧Under joint surface
121‧‧‧栓設元件121‧‧‧Equipment components
122‧‧‧上結合面122‧‧‧Upper joint
123‧‧‧栓設元件123‧‧‧Equipment components
13‧‧‧拉桿13‧‧‧ lever
14‧‧‧封蓋14‧‧‧ Cover
140‧‧‧孔140‧‧‧ hole
141‧‧‧槽部141‧‧‧Slots
142‧‧‧結合部142‧‧‧Combination Department
2‧‧‧鋼板2‧‧‧ steel plate
20、20A、20B、20C‧‧‧下層鋼板20, 20A, 20B, 20C‧‧‧ lower steel plate
200、201‧‧‧結合部200, 201‧‧‧ Joint Department
201A‧‧‧抵設部201A‧‧‧Responsible Department
202‧‧‧缺槽202‧‧‧ Missing slot
203‧‧‧突出部203‧‧‧ protruding parts
204‧‧‧穿孔204‧‧‧Perforation
205‧‧‧吊掛環205‧‧‧ hanging ring
22、22A‧‧‧空間22, 22A‧‧‧ space
23‧‧‧上層鋼板23‧‧‧Upper steel plate
230‧‧‧栓設元件230‧‧‧Equipment components
3‧‧‧防火層3‧‧‧ fire barrier
4‧‧‧延伸桿4‧‧‧Extension rod
40‧‧‧栓設元件40‧‧‧Equipment components
5‧‧‧連結件5‧‧‧Links
6‧‧‧掛置件6‧‧‧Hanging
60‧‧‧結合面60‧‧‧ joint surface
7‧‧‧連結桿7‧‧‧ Connecting rod
8‧‧‧屋頂通風器8‧‧‧ Roof ventilator
80‧‧‧採光板80‧‧‧Lighting board
81‧‧‧熱氣出口81‧‧‧hot air outlet
圖1-7是各種習知者之實施例示意圖。1-7 are schematic illustrations of various embodiments of the various prior art.
圖8是本發明實施例一之組合視圖。Figure 8 is a combination view of the first embodiment of the present invention.
圖9是本發明實施例一之分解視圖。Figure 9 is an exploded view of the first embodiment of the present invention.
圖10是下層鋼板與上層鋼架結合前之剖視圖。Figure 10 is a cross-sectional view of the lower steel sheet before being joined to the upper steel frame.
圖11是下層鋼板與上層鋼架結合後之剖視圖。Figure 11 is a cross-sectional view showing the lower steel plate joined to the upper steel frame.
圖12-14E是下層鋼板之各種可實施例之視圖。12-14E are views of various embodiments of the underlying steel sheet.
圖15-32是本發明實施例一~十八之剖視圖。15-32 are cross-sectional views of the first to eighteenth embodiments of the present invention.
圖33是本發明與屋頂通風器組合運用實施例之剖視圖。Figure 33 is a cross-sectional view showing an embodiment of the present invention in combination with a roof ventilator.
圖34與35屋頂通風器之實施例一與二之剖視圖。Figures 34 and 35 are cross-sectional views of Embodiments 1 and 2 of a roof ventilator.
1．．．鋼架1. . . Steel frame
10．．．下層鋼架10. . . Lower steel frame
100．．．放置面100. . . Placement surface
11．．．上層鋼架11. . . Upper steel frame
110．．．側壁面110. . . Side wall surface
111．．．結合面111. . . Joint surface
112．．．放置面112. . . Placement surface
12．．．固定座12. . . Fixed seat
120．．．下結合面120. . . Lower joint surface
121．．．栓設元件121. . . Bolting component
122．．．上結合面122. . . Upper joint surface
2．．．鋼板2. . . Steel plate
20、20A、20B．．．下層鋼板20, 20A, 20B. . . Lower steel plate
200、201．．．結合部200, 201. . . combination
202．．．缺槽202. . . Missing slot
22．．．空間twenty two. . . space
23．．．上層鋼板twenty three. . . Upper steel plate
230．．．栓設元件230. . . Bolting component
3．．．防火層3. . . Fire barrier
D1．．．間距D1. . . spacing
Claims (36)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW99103474A TWI402400B (en) | 2009-12-22 | 2010-02-05 | Fire-resistant steel plate |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW98144203 | 2009-12-22 | ||
| TW99103474A TWI402400B (en) | 2009-12-22 | 2010-02-05 | Fire-resistant steel plate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| TW201122188A TW201122188A (en) | 2011-07-01 |
| TWI402400B true TWI402400B (en) | 2013-07-21 |
Family
ID=45045962
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| TW99103474A TWI402400B (en) | 2009-12-22 | 2010-02-05 | Fire-resistant steel plate |
Country Status (1)
| Country | Link |
|---|---|
| TW (1) | TWI402400B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI564456B (en) * | 2014-09-12 | 2017-01-01 | Gan-Yang Yan | Sound insulation structure of the insulation board |
| TWI629398B (en) * | 2016-12-21 | 2018-07-11 | 坴賦佳金屬有限公司 | Metal building material |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TW200500541A (en) * | 2003-06-26 | 2005-01-01 | Chia Chi Engineering Co Ltd | Complex building floors |
| TW200604413A (en) * | 2004-07-29 | 2006-02-01 | Lu Fo Ga Engineering Co Ltd | Fire-resistant steel plate (Ⅰ) |
| TW200821441A (en) * | 2006-11-14 | 2008-05-16 | Lu Fo Ga Engineering Co Ltd | Fireproof metal plate |
| TW200823344A (en) * | 2006-11-22 | 2008-06-01 | Mao-Hsuan Su | A covert flat steel plate |
-
2010
- 2010-02-05 TW TW99103474A patent/TWI402400B/en not_active IP Right Cessation
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TW200500541A (en) * | 2003-06-26 | 2005-01-01 | Chia Chi Engineering Co Ltd | Complex building floors |
| TW200604413A (en) * | 2004-07-29 | 2006-02-01 | Lu Fo Ga Engineering Co Ltd | Fire-resistant steel plate (Ⅰ) |
| TW200821441A (en) * | 2006-11-14 | 2008-05-16 | Lu Fo Ga Engineering Co Ltd | Fireproof metal plate |
| TW200823344A (en) * | 2006-11-22 | 2008-06-01 | Mao-Hsuan Su | A covert flat steel plate |
Also Published As
| Publication number | Publication date |
|---|---|
| TW201122188A (en) | 2011-07-01 |
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| Date | Code | Title | Description |
|---|---|---|---|
| MM4A | Annulment or lapse of patent due to non-payment of fees |