TWM563457U - Fireproof roof system of metal building - Google Patents

Fireproof roof system of metal building Download PDF

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Publication number
TWM563457U
TWM563457U TW106217644U TW106217644U TWM563457U TW M563457 U TWM563457 U TW M563457U TW 106217644 U TW106217644 U TW 106217644U TW 106217644 U TW106217644 U TW 106217644U TW M563457 U TWM563457 U TW M563457U
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steel frame
steel plate
shaped
shaped steel
steel
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TW106217644U
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Chinese (zh)
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蘇睿豪
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蘇睿豪
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Abstract

本創作之金屬建築防火屋頂系統,至少包含:第一鋼架,係被設置於金屬建築之鋼樑上方,前述第一鋼架上方設第一鋼板,前述第一鋼板上方設M型鋼架,在相鄰M型鋼架之間,即位於第一鋼板與第二鋼板之間阻隔層,係由防火;隔熱;耐燃;隔音等材料組成,於前述M型鋼架上方再設置第二鋼板,並以適當栓設元件將前述第一鋼架、第一鋼板、M型鋼架及第二鋼板栓固結合,如此,得藉由M型鋼架,使防火屋頂系統達到縮小導熱點範圍、鋼架受力平均、減少鋼材使用量及成本、施工簡易化、抗風壓等功效,以符合政府防火、耐燃、抗風壓等建築法令之規定。 The metal roof fireproof roof system of the present invention comprises at least: a first steel frame which is arranged above a steel beam of a metal building, a first steel plate above the first steel frame, and an M-shaped steel frame above the first steel plate, Between the adjacent M-shaped steel frames, that is, the barrier layer between the first steel plate and the second steel plate is composed of fireproofing; heat insulation; flame resistance; sound insulation and the like, and the second steel plate is disposed above the M-shaped steel frame. And bolting the first steel frame, the first steel plate, the M-shaped steel frame and the second steel plate with appropriate bolting elements, so that the fire-resistant roof system can be reduced in the range of heat conduction points by the M-shaped steel frame, The steel frame is subjected to average force, reduced steel usage and cost, simplified construction, and wind pressure resistance to meet the requirements of the government's fire protection, fire resistance, wind pressure and other building laws.

Description

金屬建築防火屋頂系統 Metal building fire roof system

本創作係關於金屬建築防火屋頂系統,尤指一種於第一鋼板上方設M型鋼架,再於第一鋼板與第二鋼板之間阻隔層,以藉由M型鋼架得以縮小建築物第二鋼板的導熱點,並有效延緩建築物火災所生之破壞速度,並讓軸距間之鋼樑得以受力平均,減少用鋼量,施工更簡易,且支撐力量能直接往上傳導,達抗風壓、耐燃等符合防火、耐燃、抗風壓等建築法令規定之防火屋頂系統,以提升金屬建築的實用性與安全性。 This creation is about a metal building fireproof roof system, especially an M-shaped steel frame above the first steel plate and a barrier layer between the first steel plate and the second steel plate to reduce the building by the M-shaped steel frame. The heat conduction point of the two steel plates can effectively delay the damage speed of the building fire, and the steel beam between the wheelbases can be averaged by force, the steel consumption is reduced, the construction is simpler, and the supporting force can be directly transmitted upwards. Fire-resistant roof systems that comply with fire codes, fire resistance, wind pressure and other building codes, such as wind pressure and flame resistance, to enhance the practicality and safety of metal construction.

如圖1及2,為第一種習知防火建築,係於C型鋼架a1上方設置第一鋼板a2,再於前述C型鋼架a1上方設U型固定座a3,且於前述U型固定座a3內部設方型鋼架a4,再於方型鋼架a4上方設支撐座a5,以支承隱藏式第二鋼板a6之峰部,再於第一鋼板a2與第二鋼板a6之間鋪設有防火層a7(鋪設施工過程,當然是由下往上逐一鋪設完成)。該第一種習知者,施工複雜,必須以栓設元件a8自第一鋼板a2往下栓設到C型鋼架a1,再以栓設元件a9將方鋼鋼架a4與U型固定座a3栓設結合,之後,再以栓設元件a10自第二鋼板a6往下栓設支撐座a5及方型鋼架a4,雖可讓方型鋼架a4平均成承受來自第二鋼板的重量,但施工程序複雜,成本過高,且C型鋼架a1、U型固定座a3及方型鋼架a4互為接觸的面積甚大,無法解決來自由室內高溫度下往上傳遞或室外高溫由上往下傳遞之導熱面積過大之問題,如此,當建築物內發生火災時,室內高溫燃燒之火焰會直接接觸到第一鋼板,此時,前述C型鋼架a1、U型固定座a3及方型鋼架a4互為接觸面積過大, 將增快來自由室內高溫度由下往上傳遞到第二鋼板,造成方型鋼架a4與第二鋼板的快速崩塌,無法有效延緩熱源導引到方型鋼架a4與第二鋼板之速度,致使金屬建築物的防火、耐燃效果受到限制。 1 and 2, the first conventional fireproof building is provided with a first steel plate a2 above the C-shaped steel frame a1, and a U-shaped fixing base a3 above the C-shaped steel frame a1, and the U-shaped portion A square steel frame a4 is arranged inside the fixed seat a3, and a support base a5 is arranged above the square steel frame a4 to support the peak of the hidden second steel plate a6, and then laid between the first steel plate a2 and the second steel plate a6. There is a fire-retardant layer a7 (the laying process, of course, is completed one by one from bottom to top). The first conventional person has complicated construction and must be bolted down from the first steel plate a2 to the C-shaped steel frame a1 by the bolting member a8, and then the square steel frame a4 and the U-shaped fixed seat a3 are bolted by the bolting member a9. After the combination, the support member a5 and the square steel frame a4 are bolted down from the second steel plate a6 by the bolting member a10, and the square steel frame a4 can be averaged to bear the weight from the second steel plate, but the construction is carried out. The procedure is complicated and the cost is too high, and the area of the C-shaped steel frame a1, the U-shaped fixed seat a3 and the square-shaped steel frame a4 are in contact with each other, and it cannot be solved from the high temperature in the room or the outdoor high temperature from the top to the bottom. The problem of excessive heat transfer area is such that when a fire occurs in a building, the indoor high-temperature combustion flame directly contacts the first steel plate. At this time, the aforementioned C-shaped steel frame a1, U-shaped fixed seat a3 and square steel The frame a4 has too much contact area with each other. The increase in the free indoor high temperature from the bottom to the second steel plate causes the rapid collapse of the square steel frame a4 and the second steel plate, which cannot effectively delay the speed of the heat source to the square steel frame a4 and the second steel plate. The fire and flame resistance of metal buildings are limited.

如圖3及4,為第二種習知防火建築,係於C型鋼架b1上方設置第一鋼板b2,再於前述第一鋼板b2上方設Z型鋼架b3,且於前述Z型鋼架b3上方再鋪設第二鋼板b4,當然再於第一鋼板b2與第二鋼架之間防火層b5(鋪設施工過程,當然是由下往上逐一鋪設完成)。該第二種習知者,係以栓設元件b6自Z型鋼架b3的下平面往下穿過第一鋼板b2再往下栓設到C型鋼架b1,再以栓設元件b7將自第二鋼板b4往下栓設到Z型鋼架b3的上平面,使得Z型鋼板的受力位置集中於Z型鋼架b3的中立面,無法平均承受來自第二鋼板的重量,稍有不慎,Z型鋼架即會變形翻轉,且C型鋼架b1與第一鋼板b2、第一鋼板b2與Z型鋼架b3、Z型鋼架b3與第二鋼板b4彼此之間的接觸面積大,無法解決來自由室內高溫度下往上傳遞或室外高溫由上往下傳遞之導熱面積過大之問題,如此,當建築物內發生火災時,室內高溫燃燒之火焰會直接接觸到第一鋼板,此時,因為前述接觸面積過大,將增快來自由室內高溫度由下往上傳遞到第二鋼板,造成Z型鋼架與第二鋼板的快速崩塌,無法有效延緩熱源導引到Z型鋼架與第二鋼板之速度,致使金屬建築物的防火、耐燃效果受到限制。 3 and 4, a second conventional fireproof building is provided with a first steel plate b2 above the C-shaped steel frame b1, and a Z-shaped steel frame b3 above the first steel plate b2, and the aforementioned Z-shaped steel. A second steel plate b4 is laid over the frame b3, and of course, a fireproof layer b5 between the first steel plate b2 and the second steel frame (the laying process is of course completed one by one from bottom to top). The second conventional person uses the bolting member b6 to pass down from the lower plane of the Z-shaped steel frame b3 through the first steel plate b2 and then to the C-shaped steel frame b1, and then to the bolting member b7. The second steel plate b4 is bolted down to the upper plane of the Z-shaped steel frame b3, so that the force position of the Z-shaped steel plate is concentrated on the neutral surface of the Z-shaped steel frame b3, and the weight from the second steel plate cannot be uniformly received. Inadvertently, the Z-shaped steel frame will be deformed and reversed, and the C-shaped steel frame b1 and the first steel plate b2, the first steel plate b2 and the Z-shaped steel frame b3, the Z-shaped steel frame b3 and the second steel plate b4 are mutually The contact area is large, and it is impossible to solve the problem that the heat conduction area is transmitted from the indoor high temperature or the outdoor high temperature is transmitted from the top to the bottom. Therefore, when a fire occurs in the building, the indoor high-temperature combustion flame directly contacts the first A steel plate, at this time, because the contact area is too large, the high temperature in the free chamber will be transferred from the bottom to the second steel plate, causing the rapid collapse of the Z-shaped steel frame and the second steel plate, and the heat source cannot be effectively delayed. The speed of the Z-shaped steel frame and the second steel plate, resulting in the fireproof and flameproof effect of the metal building Restrictions.

如圖5,為第三種習知防火建築,係於C型鋼架c1上方設置第一鋼板c2,再於前述第一鋼板c2上方設帽型鋼架c3,且於前述帽型鋼架c3上方再鋪設第二鋼板c4,當然再於第一鋼板c2與第二鋼架c4之間防火層c5(鋪設施工過程,當然是由下往上逐一鋪設完成)。該第三種習知者,係以栓設元件c6自帽型鋼架的下平面往下穿過第一鋼板再往下栓設到C型鋼架,再以栓設元件c7將自第 二鋼板往下栓設到帽型鋼架的上平面,使得帽型鋼板的受力位置集中於其中立面,並與C型鋼架產生互為拉引,無法平均承受來自第二鋼板的重量,稍有不慎,帽型鋼架即會變形,且C型鋼架與第一鋼板、第一鋼板與帽型鋼架、帽型鋼架與第二鋼板彼此之間的接觸面積大,無法解決來自由室內高溫度下往上傳遞或室外高溫由上往下傳遞之導熱面積過大之問題,如此,當建築物內發生火災時,室內高溫燃燒之火焰會直接接觸到第一鋼板,此時,因為前述接觸面積過大,將增快來自由室內高溫度由下往上傳遞到第二鋼板,造成帽型鋼架與第二鋼板的快速崩塌,無法有效延緩熱源導引到帽型鋼架與第二鋼板之速度,致使金屬建築物的防火、耐燃效果受到限制。 As shown in FIG. 5, it is a third conventional fireproof building, in which a first steel plate c2 is disposed above the C-shaped steel frame c1, and a cap steel frame c3 is disposed above the first steel plate c2, and the cap steel frame c3 is used. The second steel plate c4 is laid on top, and of course, the fireproof layer c5 between the first steel plate c2 and the second steel frame c4 (the laying process is of course completed from bottom to top). The third conventional person uses the bolting component c6 to pass down from the lower plane of the cap steel frame through the first steel plate and then to the C-shaped steel frame, and then to the bolting component c7 The second steel plate is bolted down to the upper plane of the hat-shaped steel frame, so that the force position of the hat-shaped steel plate is concentrated on the middle surface, and the C-shaped steel frame is mutually pulled, and the weight from the second steel plate cannot be uniformly received. A little careless, the cap-type steel frame will be deformed, and the contact area between the C-shaped steel frame and the first steel plate, the first steel plate and the cap steel frame, the cap steel frame and the second steel plate is large, and cannot be Solve the problem of excessive heat conduction from the high temperature in the room or the high temperature from the top to the bottom. Therefore, when a fire occurs in the building, the flame of high temperature combustion in the room will directly contact the first steel plate. Because the contact area is too large, the high temperature in the free chamber will be transferred from the bottom to the second steel plate, causing rapid collapse of the cap steel frame and the second steel plate, which cannot effectively delay the heat source guiding to the cap steel frame and The speed of the second steel plate limits the fire and flame resistance of the metal building.

如圖6,為第四種習知防火建築,係於C型鋼架d1上方設置第一鋼板d2,再於前述第一鋼板d2上方設方型鋼架d3,且於前述方型鋼架d3上方再鋪設第二鋼板d4,當然再於第一鋼板d2與第二鋼架d4之間防火層d5(鋪設施工過程,當然是由下往上逐一鋪設完成)。該第四種習知者,為方型鋼架須預先進行沖孔加工,加工程序過多,成本過高。且係以栓設元件d6自方型鋼架的下平面往下穿過第一鋼板再往下栓設到C型鋼架,再以栓設元件d7自第二鋼板往下栓設到方型鋼架的上平面,雖方型鋼架可平均承受來自第二鋼板的重量,惟因C型鋼架與第一鋼板、第一鋼板與方型鋼架、方型鋼架與第二鋼板彼此之間的接觸面積大,無法解決來自由室內高溫度下往上傳遞或室外高溫由上往下傳遞之導熱面積過大之問題,如此,當建築物內發生火災時,室內高溫燃燒之火焰會直接接觸到第一鋼板,此時,因為前述接觸面積過大,將增快來自由室內高溫度由下往上傳遞到第二鋼板,造成方型鋼架與第二鋼板的快速崩塌,無法有效延緩 熱源導引到帽型鋼架與第二鋼板之速度,致使金屬建築物的防火、耐燃效果受到限制。 6 is a fourth conventional fireproof building, wherein a first steel plate d2 is disposed above the C-shaped steel frame d1, and a square steel frame d3 is disposed above the first steel plate d2, and the square steel frame d3 is formed. The second steel plate d4 is laid on the upper side, and of course, the fireproof layer d5 between the first steel plate d2 and the second steel frame d4 (the laying process is of course completed one by one from bottom to top). The fourth conventional one is that the square steel frame must be pre-punched, the processing procedure is excessive, and the cost is too high. And the bolting element d6 is passed down from the lower plane of the square steel frame through the first steel plate and then to the C-shaped steel frame, and then bolted from the second steel plate to the square shape by the bolting component d7. The upper plane of the steel frame, although the square steel frame can bear the weight from the second steel plate on average, because the C-shaped steel frame and the first steel plate, the first steel plate and the square steel frame, the square steel frame and the second steel plate are mutually The large contact area between the two cannot solve the problem of excessive heat transfer from the high temperature in the room or from the top to the outside. Therefore, when a fire occurs in a building, the flame of high temperature combustion in the room will be directly Contact with the first steel plate. At this time, because the contact area is too large, the high temperature in the free chamber will be transmitted from the bottom to the second steel plate, causing the rapid collapse of the square steel frame and the second steel plate, which cannot effectively delay. The speed at which the heat source is directed to the cap steel frame and the second steel plate limits the fire and flame resistance of the metal building.

如圖7,為第五種習知防火建築,係於C型鋼架e1上方設置第一鋼板e2,再於前述第一鋼板e2上方設槽型鋼架e3,前述槽型鋼架e3上方再鋪設第二鋼板e4,再於第一鋼板e2與第二鋼架e4之間防火層e5(鋪設施工過程,當然是由下往上逐一鋪設完成)。該第五種習知者,係以栓設元件e6自槽型鋼架的上平面往下穿過第一鋼板再往下栓設到C型鋼架,使得栓設元件e6的帽部會長期碰觸第二鋼板的峰部或槽部,當施工者進行第二鋼板的鋪設時,踩踏過程,易使得栓設元件e6的帽部摩擦第二鋼板的峰部或槽部,造成二次破壞,屋頂滲漏。 7 is a fifth conventional fireproof building, in which a first steel plate e2 is disposed above the C-shaped steel frame e1, and a grooved steel frame e3 is disposed above the first steel plate e2, and the grooved steel frame e3 is above The second steel plate e4 is laid, and the fireproof layer e5 is placed between the first steel plate e2 and the second steel frame e4 (the laying process is of course completed one by one from bottom to top). The fifth conventional person uses the bolting element e6 to pass down from the upper plane of the trough steel frame through the first steel plate and then to the C-shaped steel frame, so that the cap portion of the embedding element e6 will be long-term. Touching the peak or groove portion of the second steel plate, when the constructor performs the laying of the second steel plate, the stepping process makes the cap portion of the plugging element e6 rub against the peak or groove portion of the second steel plate, causing secondary damage. The roof leaks.

如圖8,為第六種習知防火建築,係於C型鋼架f1上方設置第一鋼板f2,再於前述第一鋼板f2上方設C型鋼架f3,且於前述C型鋼架f3上方再鋪設第二鋼板f4,當然再於第一鋼板f2與第二鋼架f4之間防火層f5(鋪設施工過程,當然是由下往上逐一鋪設完成)。該第六種習知者,係以栓設元件f6自C型鋼架f3的下平面往下穿過第一鋼板再往下栓設到C型鋼架f1,再以栓設元件f7自第二鋼板往下栓設到C型鋼架f3的上平面,使得C型鋼架無法平均承受來自第二鋼板的重量。且因C型鋼架f1與第一鋼板、第一鋼板與C型鋼架f3、C型鋼架f3與第二鋼板彼此之間的接觸面積大,無法解決來自由室內高溫度下往上傳遞或室外高溫由上往下傳遞之導熱面積過大之問題,如此,當建築物內發生火災時,室內高溫燃燒之火焰會直接接觸到第一鋼板,此時,如前述,因接觸面積過大,將增快來自室內高溫度由下往上傳遞到第二鋼板,造成C型鋼架f3與第二鋼板的快速崩塌,無法有效延緩熱源導引到C型鋼架f3與第二鋼板之速度,致使金屬建築物的防火、耐燃效果受到限制。 FIG. 8 is a sixth conventional fireproof building, in which a first steel plate f2 is disposed above the C-shaped steel frame f1, and a C-shaped steel frame f3 is disposed above the first steel plate f2, and the C-shaped steel frame f3 is formed. The second steel plate f4 is laid on the upper side, and of course, the fireproof layer f5 between the first steel plate f2 and the second steel frame f4 (the laying process is of course completed one by one from bottom to top). The sixth conventional device is that the bolting element f6 is passed down from the lower plane of the C-shaped steel frame f3 through the first steel plate and then to the C-shaped steel frame f1, and then the bolting element f7 is used. The second steel plate is bolted down to the upper plane of the C-shaped steel frame f3, so that the C-shaped steel frame cannot bear the weight from the second steel plate on average. Moreover, since the contact area between the C-shaped steel frame f1 and the first steel plate, the first steel plate and the C-shaped steel frame f3, the C-shaped steel frame f3 and the second steel plate is large, it cannot be solved from the high temperature in the room. Or the problem that the outdoor heat transfer from the top to the bottom is too large. Therefore, when a fire occurs in the building, the indoor high-temperature combustion flame will directly contact the first steel plate. At this time, as the above, the contact area is too large, The increase from the indoor high temperature from the bottom to the second steel plate, causing the rapid collapse of the C-shaped steel frame f3 and the second steel plate, can not effectively delay the speed of the heat source to the C-shaped steel frame f3 and the second steel plate, resulting in Metal buildings are limited in their fire and flame resistance.

如圖9及10,為第七種習知防火建築,係於C型鋼架g1上方設置第一鋼板g2,再將前述C型鋼架g1上方與Z型鋼架g3接觸,再於前述Z型鋼架g3上方鋪設第二鋼板g4(鋪設施工過程,當然是由下往上逐一鋪設完成)。該第七種習知者,係以栓設元件g6自Z型鋼架g3的下平面往下穿過第一鋼板再往下栓設到C型鋼架,再以栓設元件g7自第二鋼板往下栓設到Z型鋼架的上平面,使得Z型鋼架無法平均承受來自第二鋼板的重量,易變形翻轉。且更因C型鋼架與第一鋼板、C型鋼架與Z型鋼架、Z型鋼架與第二鋼板彼此之間的接觸面積大,無法解決來自由室內高溫度下往上傳遞或室外高溫由上往下傳遞之導熱面積過大之問題,如此,當建築物內發生火災時,室內高溫燃燒之火焰會直接接觸到第一鋼板,此時,如前述,因接觸面積過大,將增快來自室內高溫度由下往上傳遞到第二鋼板,造成Z型鋼架與第二鋼板的快速崩塌,無法有效延緩熱源導引到Z型鋼架f3與第二鋼板之速度,致使金屬建築物的防火、耐燃效果受到限制。 9 and 10, in a seventh conventional fireproof building, a first steel plate g2 is disposed above the C-shaped steel frame g1, and the upper portion of the C-shaped steel frame g1 is contacted with the Z-shaped steel frame g3, and then the Z A second steel plate g4 is laid above the steel frame g3 (the laying process is of course carried out one by one from bottom to top). The seventh conventional person uses the bolting element g6 to pass down from the lower plane of the Z-shaped steel frame g3 through the first steel plate and then to the C-shaped steel frame, and then to the bolting component g7 from the second The steel plate is bolted down to the upper plane of the Z-shaped steel frame, so that the Z-shaped steel frame can not bear the weight from the second steel plate on average, and is easily deformed and reversed. Moreover, because of the large contact area between the C-shaped steel frame and the first steel plate, the C-shaped steel frame and the Z-shaped steel frame, the Z-shaped steel frame and the second steel plate, it cannot be solved from the high temperature in the room or The problem that the outdoor high temperature is transmitted from top to bottom is too large. Therefore, when a fire occurs in the building, the indoor high-temperature burning flame will directly contact the first steel plate. At this time, as the above, the contact area is too large, it will increase. The high temperature from the room is transferred from the bottom to the second steel plate, causing the rapid collapse of the Z-shaped steel frame and the second steel plate, which cannot effectively delay the speed of the heat source to the Z-shaped steel frame f3 and the second steel plate, resulting in metal construction. The fire and flame resistance of the object is limited.

為此,本案創作人基於從事金屬建材之加工、製造與施工經驗,特針對前揭習知技術之問題加以研究,乃創作本案。 To this end, the creator of this case is based on the experience of processing, manufacturing and construction of metal building materials, and specializes in the research on the problems of the prior art.

本創作之目的,乃是在提供一種得以縮小熱傳導面積,平時,當陽光照射於第二鋼板所產生的高溫,可減緩導引到室內的速度,保持建築物室內溫度適中,減少空調系統運作時間,節約能源。當火災發生時,直接接觸火場的第一鋼板,所產生的高溫可減緩傳導到M型鋼架與第二鋼板,得以延緩M型鋼架與第二鋼板塌陷速度,讓建築物內的人員得具備足夠時間離開建築物,達提升金屬建築的防火、耐燃係數,確保生命與財產安全的防火屋頂系統之創新。 The purpose of this creation is to provide a way to reduce the heat conduction area. When the sun shines on the second steel plate, the temperature can be slowed down to the indoors, the indoor temperature of the building is moderate, and the operation time of the air conditioning system is reduced. ,Energy saving. When a fire occurs, the first steel plate directly contacting the fire field can slow down the conduction to the M-shaped steel frame and the second steel plate, so as to delay the collapse speed of the M-shaped steel frame and the second steel plate, and let the personnel in the building Have enough time to leave the building to improve the fire protection and flame resistance of metal buildings and ensure the safety of life and property.

本創作之次一目的,乃是在提供一種可以讓栓設元件自M型鋼架之凹槽面往下栓鎖進入第一鋼板,讓栓設元件的頭部可以埋藏於M型鋼架的凹槽面中,更利於第二鋼板之鋪設作業,可避免第二鋼板與栓設元件的頭部互為摩擦破壞。本創作如運用於老舊屋頂之翻修,可直接將M型鋼架設置於屋頂上,再鋪設第二鋼板,即可達到快速翻修之目的。 The second purpose of this creation is to provide a bolting element that can be latched into the first steel plate from the groove surface of the M-shaped steel frame so that the head of the bolting component can be buried in the M-shaped steel frame. In the groove surface, the laying operation of the second steel plate is more favorable, and the friction between the second steel plate and the head of the plugging element can be avoided. If the creation is applied to the renovation of the old roof, the M-shaped steel frame can be directly placed on the roof, and the second steel plate can be laid to achieve the purpose of rapid renovation.

為達前述目的,本創作之金屬建築防火屋頂系統,係將第一鋼架設置於鋼樑上方,再於前述第一鋼架上方設第一鋼板,前述第一鋼板上方設M型鋼架,於相鄰M型鋼架之間,即位於第一鋼板與第二鋼板之間設阻隔層,係由防火;隔熱;耐燃;隔音等材料組成,於前述M型鋼架上方再設置第二鋼板,並分別以栓設元件將前述第一鋼架、第一鋼板、M型鋼架及第二鋼板栓固結合,如此,得藉由M型鋼架減緩由上往下或由下往上的導熱速度,以符合防火、耐燃、抗風壓等建築法令之規定。 In order to achieve the above purpose, the metal roof fireproof roof system of the present invention is to set the first steel frame above the steel beam, and then to provide the first steel plate above the first steel frame, and the M steel frame above the first steel plate. Between adjacent M-shaped steel frames, that is, a barrier layer is disposed between the first steel plate and the second steel plate, which is composed of fireproofing; heat insulation; flame resistance; sound insulation and the like, and is disposed second above the M-shaped steel frame. a steel plate, and the first steel frame, the first steel plate, the M-shaped steel frame and the second steel plate are bolted together by a bolting element, so that the M-shaped steel frame can be slowed down from the top to the bottom or from the bottom to the top. The thermal conductivity is in accordance with the building fire laws such as fire, fire and wind pressure.

本創作之金屬建築防火屋頂系統,其中可藉由M型鋼架以平均承受自第二鋼板之重量,並可減少M型鋼架與第二鋼板之接觸面積,且讓自M型鋼架往下穿設第一鋼板並栓入第一鋼架的第一栓設元件的帽部可以下沉,避免第一栓設元件的帽部與第二鋼板接觸,避免發生二次性破壞,且因M型鋼架平均成授第二鋼板的重量,使得中性軸距受力平均,可減少用鋼量,施工更快速簡易。 The metal roof fireproof roof system of the present invention can be subjected to an average weight from the second steel plate by the M-shaped steel frame, and can reduce the contact area between the M-shaped steel frame and the second steel plate, and allows the M-shaped steel frame to The cap portion of the first bolting member that is inserted through the first steel plate and is bolted into the first steel frame can be sunk to prevent the cap portion of the first bolting member from contacting the second steel plate to avoid secondary damage, and The M-shaped steel frame averages the weight of the second steel plate, so that the neutral wheelbase is subjected to an average force, which can reduce the amount of steel used, and the construction is quicker and easier.

本創作之金屬建築防火屋頂系統,其中M型鋼架可再配合U型固定座之運用,以配合不同之施工需求。 The metal roof fireproof roof system of the present invention, wherein the M-shaped steel frame can be combined with the U-shaped fixed seat to meet different construction needs.

本創作之金屬建築防火屋頂系統,其中M型鋼架包含第一平面,以貼觸於第一鋼板上方,位於前述第一平面外側設第一立面,位於第一立面的上端向內設第二平面,以為自第二鋼板設置,並當栓設元件自第二鋼板栓入後, 得以栓鎖進入於第二平面,並於前述第二立面之間形成凹槽面,以為栓設元件的頭部埋藏;或可於第二平面與凹槽面之間設第一斜面或第三立面,以形成不同之結構強度;或於第二平面外側形成置放面,以平整設置於U型固定座7的二立面70上方;如此可藉由M型鋼架以平均承受自第二鋼板之重量,並可減少M型鋼架與第二鋼板之接觸面積。 The metal building fireproof roof system of the present invention, wherein the M-shaped steel frame comprises a first plane to be in contact with the first steel plate, and a first vertical surface is disposed outside the first plane, and the upper end of the first vertical surface is located inward a second plane, which is disposed from the second steel plate, and when the bolting element is bolted from the second steel plate, The latch is inserted into the second plane, and a groove surface is formed between the second façade to bury the head of the bolting component; or a first slope or a second surface may be disposed between the second plane and the groove surface The three façades are formed to form different structural strengths; or the placement surface is formed on the outer side of the second plane to be flatly disposed above the two façades 70 of the U-shaped fixing base 7; The weight of the second steel plate can reduce the contact area between the M-shaped steel frame and the second steel plate.

1‧‧‧第一鋼架 1‧‧‧First steel frame

10‧‧‧立面 10‧‧‧Facade

11‧‧‧下平面 11‧‧‧ Lower plane

12‧‧‧上平面 12‧‧‧Upper plane

13‧‧‧L型連接座 13‧‧‧L type connector

2‧‧‧第一鋼板 2‧‧‧First steel plate

3‧‧‧M型鋼架 3‧‧‧M steel frame

30‧‧‧凹槽面 30‧‧‧ Groove face

31‧‧‧第一平面 31‧‧‧ first plane

32‧‧‧第一立面 32‧‧‧First Facade

33‧‧‧第二平面 33‧‧‧ second plane

34‧‧‧第一斜面 34‧‧‧First slope

34a‧‧‧第三立面 34a‧‧‧3rd facade

35‧‧‧置放面 35‧‧‧Place

4‧‧‧第二鋼板 4‧‧‧second steel plate

5‧‧‧阻隔層 5‧‧‧Barrier

60‧‧‧第一栓設元件 60‧‧‧First bolting component

600‧‧‧帽部 600‧‧‧Cap

60a‧‧‧第四栓設元件 60a‧‧‧4th bolting component

61‧‧‧第二栓設元件 61‧‧‧Second embedding components

62‧‧‧第三栓設元件 62‧‧‧ Third bolting component

7‧‧‧U型固定座 7‧‧‧U-shaped mount

70‧‧‧二立面 70‧‧‧Two facades

700‧‧‧突出部 700‧‧‧Protruding

71‧‧‧槽部 71‧‧‧Slots

72‧‧‧下平面 72‧‧‧ lower plane

圖1是第一種習知的側視圖。 Figure 1 is a first conventional side view.

圖2是圖1之A-A剖視圖。 Figure 2 is a cross-sectional view taken along line A-A of Figure 1;

圖3是第二種習知的側視圖。 Figure 3 is a second conventional side view.

圖4是圖3之B-B剖視圖。 Figure 4 is a cross-sectional view taken along line B-B of Figure 3;

圖5是第三種習知的剖視圖。 Figure 5 is a third cross-sectional view of the prior art.

圖6是第四種習知的剖視圖。 Figure 6 is a fourth conventional cross-sectional view.

圖7是第五種習知的剖視圖。 Figure 7 is a fifth conventional cross-sectional view.

圖8是第六種習知的剖視圖。 Figure 8 is a sixth conventional cross-sectional view.

圖9是第六種習知的側視圖。 Figure 9 is a sixth conventional side view.

圖10是圖9是之C-C剖視圖。 Figure 10 is a cross-sectional view taken along line C-C of Figure 9;

圖11是本創作M型鋼架實施例一的視圖 Figure 11 is a view of the first embodiment of the M-shaped steel frame of the present invention.

圖12是本創作實施例一之側視圖。 Figure 12 is a side view of the first embodiment of the present invention.

圖13是圖12是之D-D剖視圖。 Figure 13 is a cross-sectional view taken along line D-D of Figure 12;

圖14是本創作實施例二之剖視圖。 Figure 14 is a cross-sectional view showing the second embodiment of the present invention.

圖15是本創作實施例三之剖視圖。 Figure 15 is a cross-sectional view showing the third embodiment of the present invention.

圖16是本創作實施例四之剖視圖。 Figure 16 is a cross-sectional view showing the fourth embodiment of the present invention.

圖17是本創作實施例五之剖視圖。 Figure 17 is a cross-sectional view showing the fifth embodiment of the present invention.

圖18本創作實施例六之剖視圖。 Figure 18 is a cross-sectional view of the sixth embodiment of the present invention.

圖19是本創作M型鋼架實施例二的視圖。 Figure 19 is a view showing the second embodiment of the M-shaped steel frame of the present invention.

圖20本創作實施例七之剖視圖。 Figure 20 is a cross-sectional view showing the seventh embodiment of the present invention.

圖21本創作實施例八之剖視圖。 Figure 21 is a cross-sectional view showing the eighth embodiment of the present invention.

圖22是本創作M型鋼架實施例三的視圖。 Figure 22 is a view showing a third embodiment of the M-shaped steel frame of the present invention.

圖23本創作實施例九之剖視圖。 Figure 23 is a cross-sectional view of the ninth embodiment of the present invention.

為使 貴審查官得以充分了解本創作之金屬建築防火屋頂系統,茲依附圖式解說如下:如圖11,為本創作之M型鋼架實施例一,其中M型鋼架3至少包含第一平面31,以貼觸於第一鋼板上方,位於前述第一平面31外側設第一立面32,位於第一平面31的上端向內設第二平面33,以為第二鋼板設置,並當栓設元件自第二鋼板栓入後,得以栓鎖進入於第二平面,並於前述第二平面33之間形成凹槽面30,以為栓設元件的頭部埋藏,並於第二平面33與凹槽面30之間設第一斜面34,以形成結構強度,如此可藉由M型鋼架以平均承受自第二鋼板之重量,並可減少M型鋼架與第二鋼板之接觸面積。 In order to enable your examiner to fully understand the metal roof fireproof roof system of this creation, it is explained as follows: Figure 11 is the first embodiment of the M-shaped steel frame of the present invention, wherein the M-shaped steel frame 3 includes at least the first a plane 31 for contacting the first steel plate, a first vertical surface 32 disposed outside the first plane 31, and a second plane 33 disposed at an upper end of the first plane 31 for setting the second steel plate and After the component is bolted from the second steel plate, the latch is locked into the second plane, and a groove surface 30 is formed between the second planes 33 to bury the head of the plug component and is in the second plane 33 A first inclined surface 34 is disposed between the groove faces 30 to form a structural strength, so that the weight of the second steel plate can be averaged by the M-shaped steel frame, and the contact area between the M-shaped steel frame and the second steel plate can be reduced.

如圖12~13,為本創作之實施例一,本創作至少包含:第一鋼板2,可為浪型鋼板或樓層板或其他的金屬鋼板為之,前述第一鋼板2係被直接設置於H型或C型鋼樑的上方,並以栓設元件將第一鋼板2與H型或C型鋼樑栓設結合。再於前述第一鋼板2的上方適當間隔鋪設M型鋼架3,並以第一 栓設元件60自M型鋼架3的凹槽面30往下栓設並栓鎖進入前述H型或C型鋼樑,即可將M型鋼架3、第一鋼板2及H型或C型鋼樑三者栓固定位,並讓第一栓設元件60的帽部600沉藏於述M型鋼架3的凹槽面30,避免第一栓設元件60的帽部600接觸第二鋼板4,以避免第一栓設元件60的帽部600造成第二鋼板4的二次性破壞。再藉由前述M型鋼架3的第一平面31與第一鋼板2保持最小的接觸面積,以延緩由上往下的導熱速度,及藉由前述M型鋼架3的第二平面33與第二鋼板4保持最小的接觸面積,以延緩由上往下的導熱速度,讓本創作符合防火、耐燃、抗風壓等建築法令之規定。位於前述M型鋼架3的第一立面32外側,即位於前述第一鋼板2與第二鋼板4之間設阻隔層5,前述阻隔層5係由防火;隔熱;耐燃;隔音等材料組成。當然,亦可如圖18於前述第一鋼板2與第二鋼板4之間不設阻隔層,以配合實際使用需求。前述M型鋼架3的上方並鋪設有第二鋼板4,可為浪型鋼板或平面鋼板或其他型狀的金屬鋼板為之,並再藉由第二栓設元件61自第二鋼板4往下栓設到M型鋼架3之第二平面33,即可將前述鋼樑、第一鋼板2、M型鋼架3及第二鋼板4全部栓固結合。如此,得藉由M型鋼架以縮小導熱點,防止對於第二鋼板產生二次破壞,並讓M型鋼架平均承受第二鋼板的重量,讓中性軸距受力平均,並可減少用鋼量,讓施工更簡易快速,符合政府防火、耐燃、抗風壓等建築法令之規定。 12 to 13, in the first embodiment of the present invention, the present invention includes at least: a first steel plate 2, which may be a wave-shaped steel plate or a floor plate or other metal steel plate, and the first steel plate 2 is directly disposed on Above the H- or C-shaped steel beam, the first steel plate 2 is bolted to the H- or C-shaped steel beam with a bolting element. Further laying the M-shaped steel frame 3 at an appropriate interval above the first steel plate 2, and first The bolting member 60 is bolted down from the groove surface 30 of the M-shaped steel frame 3 and latched into the H-shaped or C-shaped steel beam, so that the M-shaped steel frame 3, the first steel plate 2, and the H-type or C-type The three-type steel beam is fixed at the position of the bolt, and the cap portion 600 of the first bolting member 60 is hidden in the groove surface 30 of the M-shaped steel frame 3, so that the cap portion 600 of the first plugging member 60 is prevented from contacting the second portion. The steel plate 4 prevents the cap portion 600 of the first plugging member 60 from causing secondary damage of the second steel sheet 4. Further, the first plane 31 of the M-shaped steel frame 3 maintains a minimum contact area with the first steel plate 2 to delay the heat transfer speed from the top to the bottom, and the second plane 33 of the M-shaped steel frame 3 is The second steel plate 4 maintains a minimum contact area to delay the heat transfer speed from top to bottom, so that the creation meets the requirements of fire protection, flame resistance, wind pressure and other building laws. Located on the outer side of the first façade 32 of the M-shaped steel frame 3, that is, a barrier layer 5 is disposed between the first steel plate 2 and the second steel plate 4, and the barrier layer 5 is protected by fire; heat insulation; flame resistance; composition. Of course, as shown in FIG. 18, there is no barrier layer between the first steel plate 2 and the second steel plate 4 to meet the actual use requirements. A second steel plate 4 is disposed above the M-shaped steel frame 3, and may be a wave-shaped steel plate or a flat steel plate or other shaped metal steel plate, and is further moved from the second steel plate 4 by the second bolting member 61. The lower steel plate, the first steel plate 2, the M-shaped steel frame 3 and the second steel plate 4 can be bolted together by being bolted to the second plane 33 of the M-shaped steel frame 3. In this way, the M-shaped steel frame can be used to reduce the thermal conduction point to prevent secondary damage to the second steel plate, and the M-shaped steel frame can bear the weight of the second steel plate on average, so that the neutral wheelbase can be averaged and reduced. The amount of steel used makes the construction easier and faster, and meets the requirements of the government's fire protection, fire resistance, wind pressure and other building laws.

如圖14,為本創作之實施例二,本實施例二係自前述實施例衍生而得,本實施例二至少包含:第一鋼架1,可由C型鋼、管型鋼、U型鋼、H型鋼等各類型鋼組成,前述第一鋼架1係被設置於H型或C型鋼樑的上方,前述第一鋼架1的立面10並與L型連接座13互為栓設,前述L型連接座13係焊接或栓設於前述H型或C型鋼樑,再以前述第一鋼架1的上平面12上方為第一 鋼板2鋪設。當前述第一鋼板2鋪設完成後,乃於前述第一鋼板2的上方設置M型鋼架3,讓前述第一鋼架1與M型鋼架3呈現平行同向,且與鋼樑為垂直向,並可藉由第一栓設元件60自前述M型鋼架3的凹槽面30往下穿設第一鋼板2、第一鋼架1的上平面,即可將M型鋼架3、第一鋼板2及第一鋼架1三者栓固定位,並讓第一栓設元件60的帽部600沉藏於述M型鋼架3的凹槽面30,避免第一栓設元件60的帽部600接觸第二鋼板4,以避免第一栓設元件60的帽部600造成第二鋼板4的二次性破壞。再藉由前述M型鋼架3的第一平面31與第一鋼板2保持最小的接觸面積,以延緩由上往下的導熱速度,及藉由前述M型鋼架3的凹槽面30兩側的第二平面33與第二鋼板4保持最小的接觸面積,以延緩由上往下的導熱速度,讓本創作符合防火、耐燃、抗風壓等建築法令之規定。位於前述M型鋼架3的第一立面32外側,即位於前述第一鋼板2與第二鋼板4之間設阻隔層5,前述阻隔層5係由防火;隔熱;耐燃;隔音等材料組成。當然,亦可如圖18於前述第一鋼板2與第二鋼板4之間不設阻隔層,以配合實際使用需求。再於前述M型鋼架3的第二平面33上方鋪設第二鋼板4,再藉由第二栓設元件61自第二鋼板4往下栓設到M型鋼架3之第二平面33,即可將前述第一鋼架1、第一鋼板2、M型鋼架3及第二鋼板4全部栓固結合。如此,得藉由M型鋼架以縮小導熱點,防止對於第二鋼板產生二次破壞,並讓M型鋼架平均承受第二鋼板的重量,讓中性軸距受力平均,並可減少用鋼量,讓施工更簡易快速,符合政府防火、耐燃、抗風壓等建築法令之規定。 FIG. 14 is a second embodiment of the present invention. The second embodiment is derived from the foregoing embodiment. The second embodiment includes at least: a first steel frame 1 which can be made of C-shaped steel, tubular steel, U-shaped steel, and H-shaped steel. For each type of steel composition, the first steel frame 1 is disposed above the H-shaped or C-shaped steel beam, and the vertical surface 10 of the first steel frame 1 is bolted to the L-shaped connecting seat 13, the L The type connecting seat 13 is welded or bolted to the H-shaped or C-shaped steel beam, and is firstly above the upper plane 12 of the first steel frame 1 The steel plate 2 is laid. After the first steel plate 2 is laid, the M-shaped steel frame 3 is disposed above the first steel plate 2, so that the first steel frame 1 and the M-shaped steel frame 3 are in the same direction and perpendicular to the steel beam. The M-shaped steel frame 3 can be inserted through the first plate member 2 and the upper surface of the first steel frame 1 from the groove surface 30 of the M-shaped steel frame 3 by the first bolting member 60. The first steel plate 2 and the first steel frame 1 are fixed in position, and the cap portion 600 of the first bolting member 60 is hidden in the groove surface 30 of the M-shaped steel frame 3 to avoid the first bolting component. The cap portion 600 of the 60 contacts the second steel sheet 4 to prevent the cap portion 600 of the first plug member 60 from causing secondary damage of the second steel sheet 4. The first plane 31 of the M-shaped steel frame 3 maintains a minimum contact area with the first steel plate 2 to delay the heat conduction speed from the top to the bottom, and the groove surface 30 of the M-shaped steel frame 3 is The second flat surface 33 of the side maintains a minimum contact area with the second steel sheet 4 to delay the heat transfer speed from top to bottom, so that the creation meets the requirements of fire protection, flame resistance, wind pressure and other building laws. Located on the outer side of the first façade 32 of the M-shaped steel frame 3, that is, a barrier layer 5 is disposed between the first steel plate 2 and the second steel plate 4, and the barrier layer 5 is protected by fire; heat insulation; flame resistance; composition. Of course, as shown in FIG. 18, there is no barrier layer between the first steel plate 2 and the second steel plate 4 to meet the actual use requirements. The second steel plate 4 is laid over the second plane 33 of the M-shaped steel frame 3, and then bolted from the second steel plate 4 to the second plane 33 of the M-shaped steel frame 3 by the second bolting element 61. The first steel frame 1, the first steel plate 2, the M-shaped steel frame 3, and the second steel plate 4 can all be bolted together. In this way, the M-shaped steel frame can be used to reduce the thermal conduction point to prevent secondary damage to the second steel plate, and the M-shaped steel frame can bear the weight of the second steel plate on average, so that the neutral wheelbase can be averaged and reduced. The amount of steel used makes the construction easier and faster, and meets the requirements of the government's fire protection, fire resistance, wind pressure and other building laws.

如圖15,為本創作之實施例三,係衍生自前述各實施例,本實施例三與前述實施例二之差異在於前述第一鋼架1與M型鋼架3呈現垂直方向設置,且讓M型鋼架3與鋼樑為垂直向,即可藉由M型鋼架以縮小導熱點,防 止對於第二鋼板產生二次破壞,並讓M型鋼架平均承受第二鋼板的重量,讓中性軸距受力平均,並可減少用鋼量,讓施工更簡易快速,符合政府防火、耐燃、抗風壓等建築法令之規定。 As shown in FIG. 15 , the third embodiment of the present invention is derived from the foregoing embodiments. The difference between the third embodiment and the second embodiment is that the first steel frame 1 and the M-shaped steel frame 3 are disposed in a vertical direction, and Let the M-shaped steel frame 3 and the steel beam be perpendicular, that is, the M-shaped steel frame can be used to reduce the heat conduction point and prevent The second steel plate is subjected to secondary damage, and the M-shaped steel frame is subjected to the weight of the second steel plate on average, so that the neutral wheelbase is subjected to the average force, and the amount of steel used can be reduced, so that the construction is simpler and faster, and the government fire prevention is met. Regulations on building codes such as fire resistance and wind pressure resistance.

如圖16,為本創作之實施例四,係衍生自前述各實施例,本實施例四與前述實施例二、三之差異在於前述第一鋼架1與M型鋼架3呈現垂直方向設置,且讓M型鋼架3與鋼樑為平行同向設置,即可藉由M型鋼架以縮小導熱點,防止對於第二鋼板產生二次破壞,並讓M型鋼架平均承受第二鋼板的重量,讓中性軸距受力平均,並可減少用鋼量,讓施工更簡易快速,符合政府防火、耐燃、抗風壓等建築法令之規定。 As shown in FIG. 16, the fourth embodiment of the present invention is derived from the foregoing embodiments. The difference between the fourth embodiment and the foregoing embodiments 2 and 3 is that the first steel frame 1 and the M-shaped steel frame 3 are vertically disposed. And let the M-shaped steel frame 3 and the steel beam are arranged in parallel in the same direction, that is, the M-shaped steel frame can be used to reduce the thermal conduction point, prevent secondary damage to the second steel plate, and the M-shaped steel frame can bear the second on average. The weight of the steel plate makes the neutral wheelbase force average, and can reduce the amount of steel used, making the construction easier and faster, in line with the government's fire protection, fire resistance, wind pressure and other building laws.

如圖17,為本創作之實施例五,係衍生自前述各實施例,本實施例五與前述實施例之差異在於前述第二鋼板4係為一種平板狀的鋼板,可藉由M型鋼架以縮小導熱點,防止對於第二鋼板產生二次破壞,並讓M型鋼架平均承受第二鋼板的重量,讓中性軸距受力平均,並可減少用鋼量,讓施工更簡易快速,符合政府防火、耐燃、抗風壓等建築法令之規定。 As shown in FIG. 17, the fifth embodiment of the present invention is derived from the foregoing embodiments. The difference between the fifth embodiment and the foregoing embodiment is that the second steel plate 4 is a flat steel plate, which can be made of M-shaped steel. The frame is used to reduce the thermal conduction point to prevent secondary damage to the second steel plate, and the M-shaped steel frame is subjected to the weight of the second steel plate on average, so that the neutral wheelbase is subjected to the average force, and the amount of steel is reduced, thereby making the construction easier. It is fast and meets the requirements of the government's fire protection, fire resistance, wind pressure and other building laws.

如圖18,為本創作之實施例六,係衍生自前述各實施例,本實施例六與前述實施例之差異在於前述第一鋼板2與第二鋼板4之間不設阻隔層,以配合實際使用需求係為一種平板狀的鋼板。並仍可藉由M型鋼架以縮小導熱點,防止對於第二鋼板產生二次破壞,並讓M型鋼架平均承受第二鋼板的重量,讓中性軸距受力平均,並可減少用鋼量,讓施工更簡易快速,符合政府防火、耐燃、抗風壓等建築法令之規定。 As shown in FIG. 18, the sixth embodiment of the present invention is derived from the foregoing embodiments. The difference between the sixth embodiment and the foregoing embodiment is that no barrier layer is disposed between the first steel plate 2 and the second steel plate 4 to match The actual use requirement is a flat steel plate. The M-shaped steel frame can still be used to reduce the thermal conduction point to prevent secondary damage to the second steel plate, and the M-shaped steel frame can bear the weight of the second steel plate on average, so that the neutral wheelbase can be averaged and reduced. The amount of steel used makes the construction easier and faster, and meets the requirements of the government's fire protection, fire resistance, wind pressure and other building laws.

如圖19,為本創作之M型鋼架實施例二,其中M型鋼架3至少包含第一平面31,以貼觸於第一鋼板上方,位於前述第一平面31外側設第一立 面32,位於第一平面31的上端向內設第二平面33,以為第二鋼板設置,並當栓設元件自第二鋼板栓入後,得以栓鎖進入於第二平面,並於前述第二平面33之間形成凹槽面30,以為栓設元件的頭部埋藏,並於第二平面33與凹槽面30之間設第三平面34a,以形成結構強度,如此可藉由M型鋼架以平均承受自第二鋼板之重量,並可減少M型鋼架與第二鋼板之接觸面積。 FIG. 19 is a second embodiment of the M-shaped steel frame of the present invention, wherein the M-shaped steel frame 3 includes at least a first plane 31 for contacting the first steel plate, and is disposed on the outer side of the first plane 31. The surface 32 is located at the upper end of the first plane 31 and is provided with a second plane 33 to be disposed for the second steel plate, and is latched into the second plane after the bolting element is inserted from the second steel plate, and is in the foregoing A groove surface 30 is formed between the two planes 33 to bury the head of the bolting element, and a third plane 34a is disposed between the second plane 33 and the groove surface 30 to form a structural strength, so that the M type can be The steel frame is subjected to an average weight from the second steel plate, and the contact area between the M-shaped steel frame and the second steel plate can be reduced.

如圖20,為本創作之實施例七,係運用M型鋼架實施例二的結構,並本實施例七亦係自前述實施例衍生而得,本實施例七至少包含:第一鋼架1,可由C型鋼、管型鋼、U型鋼、H型鋼等各類型鋼組成,前述第一鋼架1係被設置於H型或C型鋼樑的上方,前述第一鋼架1的立面10並與L型連接座13互為栓設,前述L型連接座13係焊接或栓設於前述H型或C型鋼樑,再以前述第一鋼架1的上平面12上方為第一鋼板2鋪設。當前述第一鋼板2鋪設完成後,乃於前述第一鋼板2的上方設置M型鋼架3,讓前述第一鋼架1與M型鋼架3呈現平行同向,且讓M型鋼架3與鋼樑為垂直向;或將前述第一鋼架1與M型鋼架3呈現垂直向設置,且讓M型鋼架3與鋼樑為垂直向(可參圖15);或將前述第一鋼架1與M型鋼架3呈現垂直向設置,且讓M型鋼架3與鋼樑為平行向(可參圖16),均無不可。並可藉由第一栓設元件60自前述M型鋼架3的凹槽面30往下穿設第一鋼板2、第一鋼架1的上平面,即可將M型鋼架3、第一鋼板2及第一鋼架1三者栓固定位,並讓第一栓設元件60的帽部600沉藏於述M型鋼架3的凹槽面30,避免第一栓設元件60的帽部600接觸第二鋼板4,以避免第一栓設元件60的帽部600造成第二鋼板4的二次性破壞。再藉由前述M型鋼架3的第一平面31與第一鋼板2保持最小的接觸面積,以延緩由上往下的導熱速度,及藉由前述M型鋼架3的凹槽面30兩側的第二平面33與第二鋼 板4保持最小的接觸面積,以延緩由上往下的導熱速度,讓本創作符合防火、耐燃、抗風壓等建築法令之規定。位於前述M型鋼架3的第一立面32外側,即位於前述第一鋼板2與第二鋼板4之間設阻隔層5,前述阻隔層5係由防火;隔熱;耐燃;隔音等材料組成。當然,亦可參照圖18,於前述第一鋼板2與第二鋼板4之間不設阻隔層,以配合實際使用需求。再於前述M型鋼架3的第二平面33上方鋪設第二鋼板4,再藉由第二栓設元件61自第二鋼板4往下栓設到M型鋼架3之第二平面33,即可將前述第一鋼架1、第一鋼板2、M型鋼架3及第二鋼板4全部栓固結合。如此,得藉由M型鋼架以縮小導熱點,防止對於第二鋼板產生二次破壞,並讓M型鋼架平均承受第二鋼板的重量,讓中性軸距受力平均,並可減少用鋼量,讓施工更簡易快速,符合政府防火、耐燃、抗風壓等建築法令之規定。 FIG. 20 is a seventh embodiment of the present invention, which is a structure of the second embodiment of the M-shaped steel frame, and the seventh embodiment is derived from the foregoing embodiment. The seventh embodiment includes at least: the first steel frame. 1. It may be composed of various types of steel such as C-shaped steel, tubular steel, U-shaped steel and H-shaped steel. The first steel frame 1 is disposed above the H-shaped or C-shaped steel beam, and the vertical surface 10 of the first steel frame 1 is And the L-shaped connecting seat 13 is bolted to each other, and the L-shaped connecting seat 13 is welded or bolted to the H-shaped or C-shaped steel beam, and the first steel plate is above the upper plane 12 of the first steel frame 1 2 laying. After the first steel plate 2 is laid, the M-shaped steel frame 3 is disposed above the first steel plate 2, so that the first steel frame 1 and the M-shaped steel frame 3 are in the same direction, and the M-shaped steel frame is allowed. 3 is perpendicular to the steel beam; or the first steel frame 1 and the M-shaped steel frame 3 are arranged vertically, and the M-shaped steel frame 3 and the steel beam are perpendicular (refer to FIG. 15); or the foregoing The first steel frame 1 and the M-shaped steel frame 3 are arranged in a vertical direction, and the M-shaped steel frame 3 and the steel beam are parallel (see Fig. 16). The first steel plate 2 and the upper surface of the first steel frame 1 can be passed down from the groove surface 30 of the M-shaped steel frame 3 by the first bolting member 60, so that the M-shaped steel frame 3, A steel plate 2 and a first steel frame 1 are fixed in position, and the cap portion 600 of the first bolting member 60 is hidden in the groove surface 30 of the M-shaped steel frame 3 to avoid the first bolting member 60. The cap portion 600 contacts the second steel sheet 4 to prevent the cap portion 600 of the first plugging member 60 from causing secondary damage of the second steel sheet 4. The first plane 31 of the M-shaped steel frame 3 maintains a minimum contact area with the first steel plate 2 to delay the heat conduction speed from the top to the bottom, and the groove surface 30 of the M-shaped steel frame 3 is Side second plane 33 and second steel Plate 4 maintains a minimum contact area to delay the heat transfer from top to bottom, allowing the creation to comply with building, fire, and wind pressure regulations. Located on the outer side of the first façade 32 of the M-shaped steel frame 3, that is, a barrier layer 5 is disposed between the first steel plate 2 and the second steel plate 4, and the barrier layer 5 is protected by fire; heat insulation; flame resistance; composition. Of course, referring to FIG. 18, no barrier layer is disposed between the first steel plate 2 and the second steel plate 4 to meet the actual use requirements. The second steel plate 4 is laid over the second plane 33 of the M-shaped steel frame 3, and then bolted from the second steel plate 4 to the second plane 33 of the M-shaped steel frame 3 by the second bolting element 61. The first steel frame 1, the first steel plate 2, the M-shaped steel frame 3, and the second steel plate 4 can all be bolted together. In this way, the M-shaped steel frame can be used to reduce the thermal conduction point to prevent secondary damage to the second steel plate, and the M-shaped steel frame can bear the weight of the second steel plate on average, so that the neutral wheelbase can be averaged and reduced. The amount of steel used makes the construction easier and faster, and meets the requirements of the government's fire protection, fire resistance, wind pressure and other building laws.

如圖21,為本創作之實施例八,係運用M型鋼架實施例二的結構,本實施例八係自前述實施例衍生而得,本實施例八與實施例七的最大差異在於前述M型鋼架3的外側並設置有U型固定座7,前述U型固定座7設二立面70,前述二立面70均設突出部700,並於二立面70之間形成槽部71,且於槽部71下方設下平面72,以為M型鋼架3設置其中。本實施例的施工過程,係先將前述U型固定座7設置於第一鋼板2的槽部,再藉由第四栓設元件60a自前述U型固定座7之下平面72栓設穿過第一鋼架1的上平面,即可將第一鋼板2、U型固定座7及第一鋼架1三者栓固定位。再於第一鋼板上方,配合前述U型固定座鋪設M型鋼架3,並讓M型鋼架3的第一平面31抵頂於前述U型固定座7的二立面70所設之突出部700,再以第三栓設元件62分別自U型固定座7的二立面70外側向內栓設穿過M型鋼架3的第一立面32,即可將M型鋼架3 與U型固定座7栓固。且此同時,並以第一栓設元件60自前述M型鋼架3的凹槽面30往下穿設第一鋼板2、第一鋼架1的上平面,即可將M型鋼架3、第一鋼板2及第一鋼架1三者栓固,並讓第一栓設元件60的帽部600沉藏於述M型鋼架3的凹槽面30,避免第一栓設元件60的帽部600接觸第二鋼板4,以避免第一栓設元件60的帽部600造成第二鋼板4的二次性破壞。再藉由前述M型鋼架3的第一平面31與第一鋼板2保持最小的接觸面積,以延緩由上往下的導熱速度,及藉由前述M型鋼架3的凹槽面30兩側的第二平面33與第二鋼板4保持最小的接觸面積,以延緩由上往下的導熱速度,讓本創作符合防火、耐燃、抗風壓等建築法令之規定。位於前述M型鋼架3的第一立面32外側,即位於前述第一鋼板1與第二鋼板4之間設阻隔層5,前述阻隔層5係由防火;隔熱;耐燃;隔音等材料組成。當然,亦可參照圖18,於前述第一鋼板1與第二鋼板4之間不設阻隔層,以配合實際使用需求。再於前述M型鋼架3的第二平面33上方鋪設第二鋼板4,再藉由第二栓設元件61自第二鋼板4往下栓設到M型鋼架3之第二平面33,即可將前述第一鋼架1、第一鋼板2、M型鋼架3及第二鋼板4全部栓固結合。如此,得藉由M型鋼架以縮小導熱點,防止對於第二鋼板產生二次破壞,並讓M型鋼架平均承受第二鋼板的重量,讓中性軸距受力平均,並可減少用鋼量,讓施工更簡易快速,符合政府防火、耐燃、抗風壓等建築法令之規定。 As shown in FIG. 21, the eighth embodiment of the present invention is the structure of the second embodiment of the M-shaped steel frame. The eighth embodiment of the present invention is derived from the foregoing embodiment. The biggest difference between the eighth embodiment and the seventh embodiment lies in the foregoing. A U-shaped fixing base 7 is disposed on the outer side of the M-shaped steel frame 3, and the U-shaped fixing base 7 is provided with two vertical surfaces 70. The two vertical surfaces 70 are respectively provided with a protruding portion 700, and a groove portion is formed between the two vertical surfaces 70. 71, and a lower plane 72 is provided below the groove portion 71 to be disposed in the M-shaped steel frame 3. In the construction process of the present embodiment, the U-shaped fixing base 7 is first disposed on the groove portion of the first steel plate 2, and then the fourth bolting member 60a is inserted through the lower plane 72 of the U-shaped fixing base 7. The upper surface of the first steel frame 1 can fix the first steel plate 2, the U-shaped fixing base 7 and the first steel frame 1 in a fixed position. Further, above the first steel plate, the M-shaped steel frame 3 is laid with the U-shaped fixing seat, and the first plane 31 of the M-shaped steel frame 3 is placed against the protrusion of the two vertical faces 70 of the U-shaped fixing base 7 The portion 700 is further inserted into the first façade 32 of the M-shaped steel frame 3 from the outside of the two façades 70 of the U-shaped fixing base 7 by the third tying member 62, so that the M-shaped steel frame 3 can be It is fastened with the U-shaped fixing base 7. At the same time, the first plate member 2 is passed down from the groove surface 30 of the M-shaped steel frame 3 to the upper surface of the first steel plate 2 and the first steel frame 1, so that the M-shaped steel frame 3 can be The first steel plate 2 and the first steel frame 1 are bolted, and the cap portion 600 of the first plugging member 60 is hidden in the groove surface 30 of the M-shaped steel frame 3 to avoid the first plugging member 60. The cap portion 600 contacts the second steel plate 4 to prevent the cap portion 600 of the first plugging member 60 from causing secondary damage of the second steel sheet 4. The first plane 31 of the M-shaped steel frame 3 maintains a minimum contact area with the first steel plate 2 to delay the heat conduction speed from the top to the bottom, and the groove surface 30 of the M-shaped steel frame 3 is The second flat surface 33 of the side maintains a minimum contact area with the second steel sheet 4 to delay the heat transfer speed from top to bottom, so that the creation meets the requirements of fire protection, flame resistance, wind pressure and other building laws. Located on the outer side of the first façade 32 of the M-shaped steel frame 3, that is, a barrier layer 5 is disposed between the first steel plate 1 and the second steel plate 4, and the barrier layer 5 is made of fireproof; heat insulation; flame resistance; composition. Of course, referring to FIG. 18, no barrier layer is disposed between the first steel plate 1 and the second steel plate 4 to meet the actual use requirements. The second steel plate 4 is laid over the second plane 33 of the M-shaped steel frame 3, and then bolted from the second steel plate 4 to the second plane 33 of the M-shaped steel frame 3 by the second bolting element 61. The first steel frame 1, the first steel plate 2, the M-shaped steel frame 3, and the second steel plate 4 can all be bolted together. In this way, the M-shaped steel frame can be used to reduce the thermal conduction point to prevent secondary damage to the second steel plate, and the M-shaped steel frame can bear the weight of the second steel plate on average, so that the neutral wheelbase can be averaged and reduced. The amount of steel used makes the construction easier and faster, and meets the requirements of the government's fire protection, fire resistance, wind pressure and other building laws.

如圖22,為本創作之M型鋼架實施例三,其中M型鋼架3至少包含第一平面31,以貼觸於第一鋼板上方,位於前述第一平面31外側設第一立面32,位於第一平面31的上端向內設第二平面33,以為第二鋼板設置,並當栓設元件自第二鋼板栓入後,得以栓鎖進入於第二平面,前述M型鋼架3的第二 平面33稍微向外延伸彎折形成置放面35,以配合U型固定座7的設置需求。前述第二平面33之間形成凹槽面30,以為栓設元件的頭部埋藏,並於第二平面33與凹槽面30之間設第一斜面34,以形成結構強度,如此可藉由M型鋼架以平均承受自第二鋼板之重量,並可減少M型鋼架與第二鋼板之接觸面積。 FIG. 22 is a third embodiment of the M-shaped steel frame of the present invention, wherein the M-shaped steel frame 3 includes at least a first plane 31 for contacting the first steel plate, and the first elevation surface is disposed outside the first plane 31. 32. A second plane 33 is disposed inwardly at an upper end of the first plane 31 to be disposed for the second steel plate, and is latched into the second plane after the bolting element is bolted from the second steel plate, the M-shaped steel frame Second of 3 The plane 33 is slightly extended outwardly and bent to form a placement surface 35 to match the setting requirements of the U-shaped mount 7. A groove surface 30 is formed between the second planes 33 to bury the head of the bolting element, and a first slope 34 is disposed between the second plane 33 and the groove surface 30 to form a structural strength, so that The M-shaped steel frame is subjected to an average weight from the second steel plate, and the contact area between the M-shaped steel frame and the second steel plate can be reduced.

如圖23,為本創作之實施例九,係運用M型鋼架3的實施例三的實施例,本實施例九係衍生自前述各實施例,本實施例九與前述實施例的差異在於M型鋼架3係被架設於U型固定座7內上方,並讓前述M型鋼架3的置放面35可為U型固定座7的二立面70的頂端抵頂定位。前述U型固定座7則設二立面70,並於二立面70之間形成槽部71,且於槽部71下方設下平面72,以為M型鋼架3設置其中。本實施例的施工過程,係將前述U型固定座7設置於第一鋼板2的槽部,可藉由第四栓設元件60a自前述U型固定座7之下平面72往下栓設並穿過第一鋼板2的槽部,至第一鋼架1的上平面,即可將第一鋼板2、U型固定座7及第一鋼架1三者栓固定位。再於第一鋼板2上方,配合前述U型固定座7鋪設M型鋼架3,即可藉由M型鋼架3的置放面35平整設置於U型固定座7的二立面70上方,再以第三栓設元件62分別自U型固定座7的二立面70外側向內栓設穿過M型鋼架3的第一立面32,即可將M型鋼架3與U型固定座7栓固。且此同時,並以第一栓設元件60自前述M型鋼架3的凹槽面30往下穿設第一鋼板2、第一鋼架1的上平面,即可將M型鋼架3、第一鋼板2及第一鋼架1三者栓固,並讓第一栓設元件60的帽部600沉藏於述M型鋼架3的凹槽面30,避免第一栓設元件60的帽部600接觸第二鋼板4,以避免第一栓設元件60的帽部600造成第二鋼板4的二次性破壞。再藉由前述M型鋼架3的第一平面31與第一鋼板2保持最小的接觸面積,以延緩由上往下的導熱 速度,及藉由前述M型鋼架3的凹槽面30兩側的第二平面33與第二鋼板4保持最小的接觸面積,以延緩由上往下的導熱速度,讓本創作符合防火、耐燃、抗風壓等建築法令之規定。位於前述M型鋼架3的第一立面32外側,即位於前述第一鋼板2與第二鋼板4之間設阻隔層5,前述阻隔層5係由防火;隔熱;耐燃;隔音等材料組成。當然,亦可參照圖18,於前述第一鋼板2與第二鋼板4之間不設阻隔層,以配合實際使用需求。再於前述M型鋼架3的第二平面33上方鋪設第二鋼板4,再藉由第二栓設元件61自第二鋼板4往下栓設到M型鋼架3之第二平面33,即可將前述第一鋼架1、第一鋼板2、M型鋼架3及第二鋼板4全部栓固結合。如此,得藉由M型鋼架以縮小導熱點,防止對於第二鋼板產生二次破壞,保持鋼架受力平均(即M型鋼架平均承受第二鋼板的重量),讓中性軸距受力平均,並可減少用鋼量,讓施工更簡易快速,符合政府防火、耐燃、抗風壓等建築法令之規定。 FIG. 23 is a ninth embodiment of the present invention, which is an embodiment of the third embodiment of the M-shaped steel frame 3. The ninth embodiment of the present invention is derived from the foregoing embodiments. The difference between the ninth embodiment and the foregoing embodiment lies in The M-shaped steel frame 3 is mounted above the U-shaped fixing base 7, and the placement surface 35 of the M-shaped steel frame 3 can be positioned at the top end of the two vertical faces 70 of the U-shaped fixing base 7. The U-shaped fixing base 7 is provided with two vertical faces 70, and a groove portion 71 is formed between the two vertical faces 70, and a lower plane 72 is provided below the groove portion 71 to be disposed in the M-shaped steel frame 3. In the construction process of the present embodiment, the U-shaped fixing base 7 is disposed on the groove portion of the first steel plate 2, and can be bolted down from the lower plane 72 of the U-shaped fixing base 7 by the fourth bolting member 60a. The first steel plate 2, the U-shaped fixing base 7 and the first steel frame 1 can be fixed in position by passing through the groove portion of the first steel plate 2 to the upper surface of the first steel frame 1. Further, above the first steel plate 2, the M-shaped steel frame 3 is laid with the U-shaped fixing base 7, and the flat surface 35 of the M-shaped steel frame 3 can be flatly disposed above the two vertical surfaces 70 of the U-shaped fixing base 7. Then, the third bolting member 62 is respectively inserted from the outer side of the two vertical surfaces 70 of the U-shaped fixing base 7 through the first vertical surface 32 of the M-shaped steel frame 3, so that the M-shaped steel frame 3 and the U can be The type fixing seat 7 is bolted. At the same time, the first plate member 2 is passed down from the groove surface 30 of the M-shaped steel frame 3 to the upper surface of the first steel plate 2 and the first steel frame 1, so that the M-shaped steel frame 3 can be The first steel plate 2 and the first steel frame 1 are bolted, and the cap portion 600 of the first plugging member 60 is hidden in the groove surface 30 of the M-shaped steel frame 3 to avoid the first plugging member 60. The cap portion 600 contacts the second steel plate 4 to prevent the cap portion 600 of the first plugging member 60 from causing secondary damage of the second steel sheet 4. Further, the first plane 31 of the M-shaped steel frame 3 maintains a minimum contact area with the first steel plate 2 to delay heat conduction from top to bottom. The speed and the second plane 33 on both sides of the groove surface 30 of the M-shaped steel frame 3 maintain a minimum contact area with the second steel plate 4 to delay the heat conduction speed from top to bottom, so that the creation is in compliance with fire prevention. Regulations on building codes such as fire resistance and wind pressure resistance. Located on the outer side of the first façade 32 of the M-shaped steel frame 3, that is, a barrier layer 5 is disposed between the first steel plate 2 and the second steel plate 4, and the barrier layer 5 is protected by fire; heat insulation; flame resistance; composition. Of course, referring to FIG. 18, no barrier layer is disposed between the first steel plate 2 and the second steel plate 4 to meet the actual use requirements. The second steel plate 4 is laid over the second plane 33 of the M-shaped steel frame 3, and then bolted from the second steel plate 4 to the second plane 33 of the M-shaped steel frame 3 by the second bolting element 61. The first steel frame 1, the first steel plate 2, the M-shaped steel frame 3, and the second steel plate 4 can all be bolted together. In this way, it is necessary to reduce the thermal conduction point by the M-shaped steel frame to prevent secondary damage to the second steel plate, and to maintain the average force of the steel frame (that is, the M-shaped steel frame receives the weight of the second steel plate on average), so that the neutral wheelbase It is evenly stressed and can reduce the amount of steel used, making construction easier and faster, in line with the government's fire protection, fire resistance, wind pressure and other building laws.

綜上指陳,本創作之金屬建築防火屋頂系統,藉由M型鋼架以減少與鋼板之間的接觸面積,可有效減緩陽光照射的二鋼板所產生之高溫由上往下傳導的速度,得以確保金屬建築物內的溫度變化不致過大,減少空調系統之持續運作,節約能源。當發生火災時,可減緩的第一鋼板受到火場高溫的加熱作用,減緩高溫傳遞到M型鋼架與第二鋼板之時間,延緩金屬建築物塌陷之時點,確保人員生命的安全,如此,以提升金屬建築物之抗風壓、防火及耐燃係數符合建築法規之規定。且者本創作將第一栓設元件的頭部埋藏於M型鋼架的凹槽面內,可避免第一栓設元件與第二鋼板接觸,讓第二鋼板的鋪設更順暢,且可避免第二鋼板發生損傷,提升鋼板建築物的耐用年限。並可藉由M型鋼架直接設置建築物的既有屋頂上方栓固後,再於M型鋼架上方鋪設鋼板,不須拆 除舊屋頂,即可再施作新的屋頂,達快速施工的目的,與為本案新穎性與進步性之組成。 In summary, Chen, the metal roof fireproof roof system of this creation, can reduce the contact area between the steel plate and the steel plate by M-shaped steel frame, which can effectively slow down the high-temperature conduction from the top to bottom of the two steel plates. It is ensured that the temperature change in the metal building is not excessive, reducing the continuous operation of the air conditioning system and saving energy. When a fire occurs, the first steel plate that can be slowed down is heated by the high temperature of the fire field, slowing down the time of high temperature transmission to the M-shaped steel frame and the second steel plate, delaying the collapse of the metal building, and ensuring the safety of personnel life. To improve the wind pressure, fire resistance and flame resistance coefficient of metal buildings in compliance with building regulations. In this creation, the head of the first bolting component is buried in the groove surface of the M-shaped steel frame, which can avoid the first bolting component contacting the second steel plate, so that the laying of the second steel plate is smoother and can be avoided. The second steel plate is damaged to improve the durability of the steel plate building. The upper part of the existing roof of the building can be directly fixed by the M-shaped steel frame, and then the steel plate is laid above the M-shaped steel frame without dismantling. In addition to the old roof, it can be applied as a new roof for the purpose of rapid construction and the composition of the novelty and progress of the case.

前述之實施例或圖式並非限定本創作之態樣或使用方式,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之專利範疇。 The above-mentioned embodiments or the drawings are not intended to limit the scope of the present invention, and any suitable variations or modifications of the ordinary skill in the art should be considered as not departing from the scope of the invention.

Claims (9)

一種金屬建築防火屋頂系統,至少包含:第一鋼板,係被設置於H型或C型鋼樑的上方,並將前述第一鋼板與H型或C型鋼樑為適當栓設結合;M型鋼架,係被以適當間隔鋪設於前述第一鋼板上方,並以第一栓設元件自M型鋼架的凹槽面往下栓設並栓鎖進入前述H型或C型鋼樑,即可將M型鋼架、第一鋼板及H型或C型鋼樑三者栓固定位,讓前述第一栓設元件的帽部埋藏於述M型鋼架的凹槽面;或設阻隔層,係由防火、隔熱、耐燃、隔音等材料組成,係被鋪設於相鄰M型鋼架之間,即位於第一鋼板與第二鋼板之間;第二鋼板,係被鋪設於前述M型鋼架上方,並以第二栓設元件自前述第二鋼板往下栓設到M型鋼架之第二平面;如此,即可減少M型鋼架與第一鋼板,或M型鋼架與第二鋼板之接觸面積,減緩熱源由上往下或由下往上傳導之時間,以符合防火、耐燃、抗風壓等建築法令之規定。 A metal building fireproof roof system comprising at least: a first steel plate disposed above an H-shaped or C-shaped steel beam, and combining the first steel plate with an H-shaped or C-shaped steel beam; The steel frame is laid on the first steel plate at an appropriate interval, and is bolted downward from the groove surface of the M-shaped steel frame with the first bolting element and latched into the H-shaped or C-shaped steel beam, that is, The M-shaped steel frame, the first steel plate and the H-shaped or C-shaped steel beam can be fixed in position, and the cap portion of the first bolting component is buried in the groove surface of the M-shaped steel frame; or a barrier layer is provided. It consists of fireproof, heat-insulating, flame-resistant, sound-insulating materials, etc., which are laid between adjacent M-shaped steel frames, that is, between the first steel plate and the second steel plate; the second steel plate is laid on the aforementioned M Above the steel frame, and the second bolting member is bolted down from the second steel plate to the second plane of the M-shaped steel frame; thus, the M-shaped steel frame and the first steel plate, or the M-shaped steel frame can be reduced Contact area with the second steel plate to slow down the heat source from top to bottom or from bottom to top to meet the requirements of fire prevention, flame resistance, wind pressure resistance, etc. The provisions of the Act. 一種金屬建築防火屋頂系統,至少包含:第一鋼架,係被設置於鋼樑上方,前述第一鋼架上方再鋪設第一鋼板;M型鋼架,係被以適當間隔鋪設於前述第一鋼板上方,並以第一栓設元件自M型鋼架的凹槽面往下栓設並栓鎖進入前述第一鋼架的上平面,即可將M型鋼架、第一鋼板及第一鋼架三者栓固定位;或設阻隔層,係由防火、隔熱、耐燃、隔音等材料組成,係被鋪設於相鄰M型鋼架之間,即位於第一鋼板與第二鋼板之間;第二鋼板,係被鋪設於前述M型鋼架上方,並以第二栓設元件自前述第二鋼板往下栓設到M型鋼架之第二平面;如此,即可減少M型鋼架與第一鋼板,或M型鋼架與第二鋼板之接觸面積,減緩熱源由上往下或由下往上傳導之時間,以符合防火、耐燃、抗風壓等建築法令之規定。 A metal building fireproof roof system comprises at least: a first steel frame disposed above a steel beam, a first steel plate being laid over the first steel frame; and an M-shaped steel frame laid at an appropriate interval in the first Above the steel plate, and the first bolting element is bolted down from the groove surface of the M-shaped steel frame and bolted into the upper plane of the first steel frame, the M-shaped steel frame, the first steel plate and the first The steel frame is fixed by three bolts; or the barrier layer is composed of fireproof, heat-insulating, flame-resistant, sound-proof materials, etc., which are laid between adjacent M-shaped steel frames, that is, located in the first steel plate and the second steel plate. The second steel plate is laid on the M-shaped steel frame and is bolted from the second steel plate to the second plane of the M-shaped steel frame by the second bolting element; thus, the M-shaped can be reduced The contact area between the steel frame and the first steel plate, or the M-shaped steel frame and the second steel plate, slows down the heat source from the top to the bottom or from the bottom to the top to meet the requirements of fire protection, flame resistance, wind pressure and other building laws. 依請求項1或2所述之金屬建築防火屋頂系統,其中前述第一栓設元件帽部係被埋沉藏於前述M型鋼架的凹槽面,可避免第一栓設元件的帽部接觸摩擦第二鋼板,防止第一栓設元件的帽部對第二鋼板造成二次性破壞。 The metal building fireproof roof system according to claim 1 or 2, wherein the first capping member cap portion is buried in the groove surface of the M-shaped steel frame to avoid the cap portion of the first bolting member Contacting the frictional second steel plate prevents the cap portion of the first plugging element from causing secondary damage to the second steel plate. 依請求項1或2所述之金屬建築防火屋頂系統,其中係藉由前述M型鋼架的第一平面與第一鋼板保持最小的接觸面積,以延緩由上往下的導熱速度,及藉由前述M型鋼架的第二平面與第二鋼板保持最小的接觸面積,以延緩由上往下的導熱速度。 The metal building fireproof roof system according to claim 1 or 2, wherein the first plane of the M-shaped steel frame maintains a minimum contact area with the first steel plate to delay the heat conduction speed from top to bottom, and The second plane of the aforementioned M-shaped steel frame maintains a minimum contact area with the second steel plate to retard the heat conduction speed from top to bottom. 一種金屬建築防火屋頂系統,至少包含:第一鋼架,係被設置於鋼樑上方,前述第一鋼架上方設第一鋼板,前述第一鋼板上方適當間隔設U型固定座,再以第四栓設元件自U型固定座往下栓設到第一鋼架的上平面;M型鋼架,係被設置於前述U型固定座內部,再以第一栓設元件自前述M型鋼架的凹槽面往下栓設並栓鎖進入前述第一鋼架的上平面,即可將M型鋼架、第一鋼板及第一鋼架三者栓固定;或設阻隔層,係由防火、隔熱、耐燃、隔音等材料組成,係被鋪設於相鄰M型鋼架之間,即位於第一鋼板與第二鋼板之間;第二鋼板,係鋪設於前述M型鋼架上方,並以第二栓設元件自前述第二鋼板往下栓設到M型鋼架之第二平面;如此,即可減少M型鋼架與第一鋼板,或M型鋼架與地二鋼板之接觸面積,減緩熱源由上往下或由下往上傳導之時間,以符合防火、耐燃、抗風壓等建築法令之規定。 A metal building fireproof roof system comprises at least a first steel frame disposed above a steel beam, a first steel plate disposed above the first steel frame, and a U-shaped fixed seat disposed above the first steel plate, and then The four bolting components are bolted down from the U-shaped fixing seat to the upper plane of the first steel frame; the M-shaped steel frame is disposed inside the U-shaped fixing seat, and then the first bolting component is from the aforementioned M-shaped steel The groove surface of the frame is bolted down and latched into the upper plane of the first steel frame, so that the M-shaped steel frame, the first steel plate and the first steel frame can be fixed by bolts; or a barrier layer is provided. The fireproof, heat-insulating, flame-resistant, sound-proof and other materials are laid between adjacent M-shaped steel frames, that is, between the first steel plate and the second steel plate; the second steel plate is laid above the M-shaped steel frame. And the second bolting member is bolted down from the second steel plate to the second plane of the M-shaped steel frame; thus, the M-shaped steel frame and the first steel plate, or the M-shaped steel frame and the second steel plate can be reduced. Contact area, slowing down the heat source from top to bottom or from bottom to top to meet fire, flame and resistance Building Act and other provisions of the press. 依請求項2或5所述之金屬建築防火屋頂系統,其中前述第一鋼架與M型鋼架為平行向,且讓前述M型鋼架與鋼樑為垂直向;或前述第一鋼架與M型鋼架為垂直向,且讓前述M型鋼架與鋼樑為垂直向;或前述第一鋼架與M型鋼架為垂直向,且讓前述M型鋼架與鋼樑為平行同向,均無不可。 The metal building fireproof roof system according to claim 2 or 5, wherein the first steel frame and the M-shaped steel frame are parallel, and the M-shaped steel frame and the steel beam are perpendicular; or the first steel frame It is perpendicular to the M-shaped steel frame, and the M-shaped steel frame is perpendicular to the steel beam; or the first steel frame and the M-shaped steel frame are perpendicular, and the M-shaped steel frame is parallel to the steel beam. In the same direction, nothing can be done. 依請求項1或2或5所述之金屬建築防火屋頂系統,其中M型鋼架,至少包含:第一平面,以貼觸於第一鋼板上方,位於前述第一平面外側設第一立面,位於第一立面的上端向內設第二平面,以為第二鋼板設置,並當栓設元件自第二鋼板栓入後,得以栓鎖進入於第二平面,並於前述第二立面之間形成凹槽面,以為栓設元件的頭部埋藏,並於第二平面與凹槽面之間設第一斜面或第三立面,或於第二平面外側形成置放面,以形成結構強度,如此可藉由M型鋼架以平均承受自第二鋼板之重量,並可減少M型鋼架與第二鋼板之接觸面積。 The metal building fireproof roof system according to claim 1 or 2 or 5, wherein the M-shaped steel frame comprises at least: a first plane for contacting the first steel plate, and a first façade located outside the first plane a second plane is disposed at an upper end of the first façade to provide a second steel plate, and when the tying member is bolted from the second steel plate, the latch is locked into the second plane, and the second façade is Forming a groove surface therebetween to bury the head of the bolting element, and providing a first slope or a third elevation between the second plane and the groove surface, or forming a placement surface outside the second plane to form The structural strength can be averaged from the weight of the second steel plate by the M-shaped steel frame, and the contact area between the M-shaped steel frame and the second steel plate can be reduced. 依請求項5所述之金屬建築防火屋頂系統,其中前述U型固定座,至少包含:二立面,於前述二立面之間形成槽部,且於前述槽部下方設下平面,或於前述二立面的內側均設突出部,如此,可藉由M型鋼架的置放面平整設置於U型固定座的二立面上方或讓M型鋼架的第一立面設置於U型固定座之二粒面內側,並以M型鋼架的第一平面抵頂於U型固定座的二立面的突出部,即可將M型鋼架與U型固定座準確定位,再以第三栓設元件分別自U型固定座的二立面外側向內栓設穿過M型鋼架的第一立面,即可將M型鋼架與U型固定座栓固。 The metal building fireproof roof system according to claim 5, wherein the U-shaped fixing base comprises at least two façades, a groove portion is formed between the two façades, and a lower plane is disposed below the groove portion, or The inner side of the two façades is provided with a protruding portion, so that the placement surface of the M-shaped steel frame can be flattened above the two façades of the U-shaped fixing seat or the first façade of the M-shaped steel frame can be set at the U The inner side of the two-grain surface of the type fixing seat, and the first plane of the M-shaped steel frame abuts against the protruding portion of the two vertical surfaces of the U-shaped fixing seat, the M-shaped steel frame and the U-shaped fixing seat can be accurately positioned, and then The M-shaped steel frame and the U-shaped fixing seat can be bolted by inserting the third bolting element into the first façade of the M-shaped steel frame from the outside of the two façades of the U-shaped fixing seat. 依請求項5所述之金屬建築防火屋頂系統,其中係藉由前述M型鋼架的第二平面與第二鋼板保持最小的接觸面積,以延緩由上往下或由上往下的導熱速度。 The metal building fireproof roof system according to claim 5, wherein the second plane of the M-shaped steel frame and the second steel plate maintain a minimum contact area to delay the heat conduction speed from top to bottom or from top to bottom. .
TW106217644U 2017-09-11 2017-11-28 Fireproof roof system of metal building TWM563457U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI662174B (en) * 2017-09-11 2019-06-11 蘇睿豪 Fireproof roof systems for metal buildings

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI662174B (en) * 2017-09-11 2019-06-11 蘇睿豪 Fireproof roof systems for metal buildings

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