TW201447078A - Multi-layer anti-fire compound steel plate made of green materials - Google Patents

Multi-layer anti-fire compound steel plate made of green materials Download PDF

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TW201447078A
TW201447078A TW102119734A TW102119734A TW201447078A TW 201447078 A TW201447078 A TW 201447078A TW 102119734 A TW102119734 A TW 102119734A TW 102119734 A TW102119734 A TW 102119734A TW 201447078 A TW201447078 A TW 201447078A
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steel plate
steel frame
layer
steel
strong
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TWI516664B (en
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Mao-Hsuan Su
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Lu Fo Ga Engineering Co Ltd
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Abstract

A multi-layer anti-fire compound steel plate includes a first steel frame positioned on a steel beam, a first steel plate fixed on the first steel frame, an interfering layer formed on the first steel plate and made of anti-fire, heat-insulating, burn-enduring and sound-insulating materials, a fixing base installed on the first steel plate and provided with a supporting member for supporting a reinforcing frame on a wall of a groove of the fixing base, another interfering layer formed between the bottom wall of the groove of the fixing base and the reinforcing frame, and a second steel plate positioned on the reinforcing frame or the fixing base. The reinforcing frame is made of a square or C-shaped tube, firmly combined with the fixing base by means of bolts screwed from the outer wall of the groove of the fixing base into the reinforcing frame. Then the reinforcing frame is separated from the first steel plate by means of the fixing base, reducing the heat of the sunlight transmitted from the second steel plate to the first steel plate, therefore the temperature of the room can be kept as normal, with the impact of the strong sunlight diminished as possible. Even if a fire should happen, the first steel plate can absorb the heat inside the room, not to be transmitted to the reinforcing frame and then to the second steel plate. In this way, the multi-layer anti-fire compound steel plate can have enough function for enduring burning, meeting the regulations of the government.

Description

綠建材多層次防火複合鋼板結構 Green building material multi-layer fireproof composite steel plate structure

本發明係關於綠建材多層次防火複合鋼板結構,尤指一種於複合鋼板上設置複數固定座,且複數固定座得為平行排列;或為交叉排列;或為高低排列於第一鋼板上方,以為與第一鋼板為垂直設置之強固鋼架設置,並得以為相鄰之強固鋼架互為銜接,如此,得利用前述固定座將強固鋼架與第一鋼板分離,減少第二鋼板受陽光照射所生之熱源傳導到第一鋼板,足以維持室內溫度,減少受到室外陽光強烈程度之影響。如有發生火災事故時,第一鋼板吸收室內之熱源不易傳導強固鋼架與第二鋼板,更足以提升本多層次防火複合鋼板之耐燃等級,以符合達政府法令相關規定之防火等級者。 The invention relates to a multi-layer fireproof composite steel plate structure of a green building material, in particular to a plurality of fixing seats on a composite steel plate, and the plurality of fixing seats are arranged in parallel; or are arranged in a cross arrangement; or arranged in a height above the first steel plate, The first steel plate is arranged perpendicularly to the strong steel frame, and can be connected to the adjacent strong steel frames. Thus, the fixed steel frame is separated from the first steel plate by the aforementioned fixing seat, and the second steel plate is exposed to sunlight. The heat source generated is transmitted to the first steel plate, which is sufficient to maintain the indoor temperature and reduce the intensity of the outdoor sunlight. In the event of a fire accident, the heat source in the first steel plate absorption chamber is not easy to conduct the strong steel frame and the second steel plate, which is more sufficient to improve the fire resistance rating of the multi-layer fireproof composite steel plate to meet the fire rating of the relevant regulations of the government.

如圖1,為第一種習知複合鋼板,其係於第一鋼架a1上方設置第一鋼板a2,於前述第一鋼板a2上方再設第二鋼架a3,且於前述第一鋼板a2上方位於前述第二鋼架a3之間並設防火層a4,之後,再於前述第二鋼架a3上方鋪設第二鋼板a5,前述第一鋼板a1及第二鋼板a5較為常見者,為以一種金屬浪板構成。目前我國金屬浪板成型業者所製造之寬度約介於600mm~950mm之間。前述金屬浪板均由複數峰部a20、a50與對應之槽部a21、a51組成,前述峰部與峰部之間距,約介於187.5mm~223mm之間。至於前述第一鋼架a1及第二鋼架a3有以C型鋼或Z型鋼或雙C形鋼或方管為之,其單支之長度約介於6m-8m之間,端視實際施工之需求而定。如此,以最常見的750mm金屬浪板設五個峰部,且其峰部與峰部之間距為187.5mm為例,必須由八片750mm之金屬浪板鋪設銜接,其長度始達到 6m,而八片750mm之金屬浪板,奇峰部之總數為三十二個,亦即,前述第一鋼板與第二鋼架之間至少有三十二個接觸面,及前述第二鋼架與第二鋼板之間亦至少有三十二個接觸面,每一接觸面均是互為接觸對象互為熱傳導之介面。 1 is a first conventional composite steel plate, which is provided with a first steel plate a2 above the first steel frame a1, a second steel frame a3 above the first steel plate a2, and the first steel plate a2. a fireproof layer a4 is disposed between the second steel frame a3, and then a second steel plate a5 is laid over the second steel frame a3. The first steel plate a1 and the second steel plate a5 are relatively common. Metal wave board composition. At present, the width of the metal wave forming industry in China is between 600mm and 950mm. The metal wave plate is composed of a plurality of peak portions a20 and a50 and corresponding groove portions a21 and a51, and the distance between the peak portion and the peak portion is between 187.5 mm and 223 mm. As for the first steel frame a1 and the second steel frame a3, there are C-shaped steel or Z-shaped steel or double C-shaped steel or square tube, and the length of the single branch is about 6m-8m, depending on the actual construction. Depending on the needs. In this way, five peaks are set up with the most common 750mm metal wave board, and the distance between the peak and the peak is 187.5mm. For example, eight pieces of 750mm metal wave board must be laid and connected, and the length is reached. 6m, and eight pieces of 750mm metal wave board, the total number of odd peaks is thirty-two, that is, at least thirty-two contact faces between the first steel plate and the second steel frame, and the second steel frame and There are also at least thirty-two contact faces between the second steel plates, and each of the contact faces is a heat conduction interface between the mutually contacting objects.

前述第一種習知技術,於平時建築物受到陽光照射,經由前述第二鋼板先行吸收熱源,前述第二鋼板經由前述三十二個熱傳導介面將熱源傳導到第二鋼架,再由前述第二鋼架經由三十二個熱傳導介面將熱源傳導到位於下方之第一鋼板,使得建築物之內部經由大面積的第二鋼板將熱源傳導到室內,室內溫度即因此而提高,勢必藉由空調系統進行降溫,造成能源消耗與金錢支出。如有發生火災時,則前述熱傳導之方向正好相反,即建築物因火災所生之高溫,經由前述第一鋼板先行吸收熱源,前述第一鋼板經由前述三十二個熱傳導介面將熱源傳導到第二鋼架,再由前述第二鋼架經由三十二個熱傳導介面將熱源傳導到位於上方之第二鋼板,使得建築物之內部經由大面積的第一鋼板將熱源傳導到第二鋼架與第二鋼板,造成第二鋼架受高溫而迅速塌陷,建築物亦因此而塌陷,室內人員將無足夠之時間逃生,造成極大之生命損傷。 According to the first prior art, the building is exposed to sunlight, and the heat source is first absorbed through the second steel plate, and the second steel plate transmits the heat source to the second steel frame via the thirty-two heat conduction interfaces, and then the foregoing The two steel frames transmit the heat source to the first steel plate located below through the thirty-two heat conduction interfaces, so that the interior of the building transmits the heat source to the room through the large second steel plate, and the indoor temperature is thus increased, which is bound to be improved by the air conditioner. The system cools down, causing energy consumption and money expenditure. In the event of a fire, the direction of the heat conduction is reversed, that is, the high temperature generated by the fire in the building, the first steel plate absorbs the heat source first, and the first steel plate transmits the heat source to the first through the thirty-two heat conduction interfaces. The second steel frame, and the second steel frame transmits the heat source to the second steel plate located above through the thirty-two heat conduction interfaces, so that the interior of the building transmits the heat source to the second steel frame via the large first steel plate and The second steel plate causes the second steel frame to collapse rapidly due to high temperature, and the building collapses accordingly. Indoor personnel will not have enough time to escape, causing great life damage.

如圖2,為第二種習知複合鋼板,乃是要解決前述第一種習知技術之室內高溫與快速塌陷之問題,故而乃於前述第一鋼板a2上方鋪設第二鋼架a3之前先鋪設防火層a4。惟如此,平時雖然可以阻隔建築物受到陽光照射,前述第二鋼板經由前述三十二個熱傳導介面將熱源傳導到第二鋼架,再由前述第二鋼架經由三十二個熱傳導介面將熱源傳導到位於下方之第一鋼板,使得建築物之內部經由大面積的第二鋼板將熱源傳導到室內,室內溫度即因此而提高之部分問題。如遇有火災時,前述第一鋼板經由前述三十二個熱傳導介面將熱源傳導到第二鋼架,再由前述第二鋼架經由三十二個熱傳導介面將熱源傳導到位於上方之第二鋼板,造成第二鋼架受高溫而迅速塌陷,建築物亦因此而塌陷之部分問題,但是亦因此造成施工困難,施工者無法準確得之第一鋼架與第一鋼板之接觸位置,造成鎖合第二鋼架之困難度,增加工期,增加施工成本。另者,防火層a4設置於第 一鋼板上方,無任何物品支承,吸收水分即會任意變形塌陷損壞,造成前述阻隔熱源之效益降低,增加建築物平時之維護費用,無法真正解決建築物之問題。 As shown in FIG. 2, the second conventional composite steel plate is to solve the problem of high temperature and rapid collapse in the first prior art, so that the second steel frame a3 is laid before the first steel plate a2. Lay fire barrier layer a4. However, although the building can be blocked from sunlight, the second steel plate transmits the heat source to the second steel frame via the thirty-two heat conduction interfaces, and the second steel frame passes the heat source through the thirty-two heat conduction interfaces. Conducted to the first steel plate located below, so that the interior of the building conducts the heat source to the room via the large second steel plate, and the indoor temperature is thus a part of the problem. In the event of a fire, the first steel plate transmits the heat source to the second steel frame via the thirty-two heat conduction interfaces, and the second steel frame transmits the heat source to the second upper portion via the thirty-two heat conduction interfaces. The steel plate causes the second steel frame to collapse rapidly due to high temperature, and the building is also partially collapsed, but it also causes construction difficulties. The constructor cannot accurately obtain the contact position of the first steel frame and the first steel plate, resulting in a lock. The difficulty of the second steel frame increases the construction period and increases the construction cost. In addition, the fire protection layer a4 is set in the first Above a steel plate, there is no support for any material, and the moisture absorption will be arbitrarily deformed and collapsed, which will reduce the benefit of the above-mentioned resistance heat insulation source, increase the maintenance cost of the building, and can not really solve the problem of the building.

再者,前述習知之複合鋼板最常用之第二鋼架,有C型鋼架或Z型鋼架或雙C型鋼架或方管形鋼架,其中C型鋼架與Z型鋼架,由於其剪應力過大,容易被剪斷,且其扭轉角越大,越容易扭轉變形,因此,如遇有火災發生時,C型鋼架或Z型鋼架即會快速扭轉變形,致使建築物亦因此原因而變形塌陷,人員無法適時逃出,造成人員重大之損傷。至於如採用雙C型鋼架或方形管鋼架,雖然可以克服前述C型鋼架與Z型鋼架之剪應力不足,扭轉角之變位過大之問題,但施工者必須預先於雙C型鋼架或方形管鋼架之上表面加工複數栓設孔,如此,才能將栓設工具伸入雙C型鋼架或方管型鋼架之內部,並以栓設元件自雙C型鋼架或方管型鋼架之下底壁栓設到下層鋼架上方,致使施工不易,施工進度緩慢,增加無謂的施工成本。 Furthermore, the second steel frame most commonly used in the conventional composite steel plate has a C-shaped steel frame or a Z-shaped steel frame or a double C-shaped steel frame or a square tubular steel frame, wherein the C-shaped steel frame and the Z-shaped steel frame, Because the shear stress is too large, it is easy to be sheared, and the larger the torsion angle is, the easier it is to twist the deformation. Therefore, in the event of a fire, the C-shaped steel frame or the Z-shaped steel frame will be quickly twisted and deformed, resulting in the building. For this reason, the deformation and collapse, the personnel can not escape in time, causing significant damage to personnel. As for the use of double C-shaped steel frame or square tube steel frame, although it can overcome the problem that the shear stress of the C-shaped steel frame and the Z-shaped steel frame is insufficient and the torsion angle is too large, the constructor must pre-type the double C type. The upper surface of the steel frame or the square tube steel frame is processed with a plurality of bolt holes, so that the bolting tool can be inserted into the interior of the double C-shaped steel frame or the square tube steel frame, and the bolting component is self-double C-shaped steel frame Or the bottom wall of the square tube steel frame is bolted to the upper steel frame, which makes the construction difficult, the construction progress is slow, and the unnecessary construction cost is increased.

如圖3,為第三種習知技術,其係於第一鋼架a1與第二鋼架a3之間以一連接件a6連結。惟為讓前述連結件a6得以將前述第一鋼板a1與第二鋼架a3連結,必須於第一鋼板a2預先加工複數穿孔a20,以為連結件a6往上穿過第一鋼板a2之穿孔a20。其缺點為第一鋼板安裝不易,又必須於設置連結件a6之位置預先穿孔,設置位置無法準確判斷,且因為必須於第一鋼板a2設置穿孔,造成建築物之屋頂無法再設置第二防水層,無法提升防水功能。其次,前述第一鋼架與第二鋼架無法同時施作,造成施工成本增加之問題。如遇有火災,火源會直接自該穿孔往上竄燒,造成熱源迅速往上傳導到第二鋼架a3與第二鋼板a5,致使建築物快速塌陷,室內人員無法有足夠之逃生時間,造成人員重大損傷。且整體建築物僅能藉由第二鋼架以連接件拉引第一鋼架a1,拉引支撐力道嚴重不足,最多僅能達到防火時效30分鐘,無法再提升防火等級及符合綠建築所要求之隔絕噪音之效施。 As shown in FIG. 3, it is a third conventional technique which is connected between the first steel frame a1 and the second steel frame a3 by a connecting member a6. However, in order to connect the first steel plate a1 and the second steel frame a3 to the connecting member a6, it is necessary to pre-process the plurality of through holes a20 in the first steel plate a2 so that the connecting member a6 passes through the through hole a20 of the first steel plate a2. The disadvantage is that the first steel plate is not easy to install, and the hole must be pre-punched at the position where the connecting member a6 is provided. The setting position cannot be accurately determined, and since the perforation must be provided on the first steel plate a2, the second waterproof layer cannot be disposed on the roof of the building. , can not improve the waterproof function. Secondly, the first steel frame and the second steel frame cannot be simultaneously applied, resulting in an increase in construction cost. In case of fire, the fire source will directly burn from the perforation, causing the heat source to be quickly transferred upward to the second steel frame a3 and the second steel plate a5, causing the building to collapse rapidly, and the indoor personnel cannot have enough escape time. Causes significant damage to personnel. And the whole building can only pull the first steel frame a1 with the connecting piece by the second steel frame, the pulling support force is seriously insufficient, and the fireproofing effect can only be up to 30 minutes, and the fireproof level can no longer be upgraded and meets the requirements of the green building. The effect of noise isolation.

為此,本發明者積多年相關金屬建材之製造與設計經驗,特針對目前各種金屬建材之結構問題,加以研究,乃發明本案。 To this end, the inventors have accumulated years of experience in the manufacture and design of related metal building materials, and have studied the structural problems of various metal building materials at present, and have invented the case.

本發明之目的,乃是在提供一種施工安裝更快速,足以維持室內溫度,減少受到室外陽光強烈程度之影響。及提升本多層次防火複合鋼板之耐燃等級,以強化金屬建築結構強度與安全性之綠建材多層次防火複合鋼板結構創新。 It is an object of the present invention to provide a construction and installation that is faster enough to maintain room temperature and to reduce the intensity of outdoor sunlight. And to improve the fire resistance rating of this multi-level fireproof composite steel plate, to strengthen the structural strength and safety of the metal building structure, the multi-layer fireproof composite steel plate structure innovation.

為達前述目的,本發明之綠建材多層次防火複合鋼板結構,至少包含:第一鋼架,係被設置於鋼樑上方,並於前述第一鋼架之上方設置有第一鋼板,位於前述第一鋼板之上方並被設置有阻隔層,前述阻隔層係由防火;隔熱;耐燃;隔音等各類材料組成,於前述第一鋼板上方並被設置有固定座,前述固定座設置有開口向上狀之開放槽,於前述開放槽之槽壁並設有支承件,得利用前述支承件以為強固鋼架設置於前述開放槽中,前述強固鋼架得為方形管狀或C型管狀,並以栓設元件自開放槽之槽壁外側向內栓將強固鋼架與固定座結合固定,且於開放槽之底壁與強固鋼架之間設有阻隔層;再於前述固定座或強固鋼架上方再設置第二鋼板;如此,得利用前述固定座將強固鋼架與第一鋼板分離,減少第二鋼板受陽光照射所生之熱源傳導到第一鋼板,足以維持室內溫度,減少受到室外陽光強烈程度之影響。如遇有火災事故時,第一鋼板吸收室內之熱源不易傳導強固鋼架與第二鋼板,更足以提升本多層次防火複合鋼板之耐燃等級,以符合達政府法令之規定。 In order to achieve the above objective, the green building material multi-layer fireproof composite steel plate structure of the present invention comprises at least: a first steel frame disposed above the steel beam, and a first steel plate disposed above the first steel frame, located at the foregoing a barrier layer is disposed above the first steel plate, and the barrier layer is composed of various materials such as fireproofing, heat insulation, flame resistance, sound insulation, etc., and is disposed above the first steel plate and is provided with a fixing seat, and the fixing seat is provided with an opening. An upwardly-shaped open groove, and a support member is disposed on the groove wall of the open groove, and the support member is used to provide a strong steel frame in the open groove, and the reinforcing steel frame has a square tubular shape or a C-shaped tubular shape, and The bolting element is fixed from the outer side of the groove wall of the open groove to fix the steel frame and the fixed seat, and a barrier layer is arranged between the bottom wall of the open groove and the strong steel frame; and then the fixed seat or the strong steel frame The second steel plate is further disposed on the upper side; thus, the reinforcing steel frame is separated from the first steel plate by using the aforementioned fixing seat, and the heat source generated by the second steel plate being exposed to sunlight is reduced to be transmitted to the first steel plate, which is sufficient to maintain the indoor The temperature is reduced by the intensity of outdoor sunlight. In the event of a fire accident, the heat source in the first steel plate absorption chamber is not easy to conduct the strong steel frame and the second steel plate, which is more sufficient to improve the fire resistance rating of the multi-layer fireproof composite steel plate in order to comply with the requirements of the government regulations.

本發明之綠建材多層次防火複合鋼板結構,主要乃是利用固定座將第一鋼板、強固鋼架與第二鋼板為適當之區隔,讓三者不易互為熱傳導,足以維持室內溫度,減少受到室外陽光強烈程度之影響。並於發生火災時,得以延長建築物倒塌塌陷之時間,讓室內之人員、物品或部分財產得以被適時救援逃出,減少人員死傷或財產損害者。 The multi-layer fireproof composite steel plate structure of the green building material of the invention mainly uses the fixed seat to separate the first steel plate, the strong steel frame and the second steel plate, so that the three are not easy to conduct heat conduction for each other, and are sufficient to maintain the indoor temperature and reduce It is affected by the intensity of outdoor sunlight. In the event of a fire, it is possible to prolong the collapse of the building, so that people, articles or parts of the property can be rescued in a timely manner, reducing the number of casualties or property damage.

本發明之綠建材多層次防火複合鋼板結構,其中位於第一鋼 板上方之固定座,其開放槽之槽壁並設有複數上、下設置之支承件,得利用前述支承件以為第一強固鋼架與第二強固鋼架,或再為第三強固鋼架設置於前述開放槽中,藉以將第二鋼架與前述第一鋼架之間距加大,提升防火及隔音之效益。 The multi-layer fireproof composite steel plate structure of the green building material of the invention, wherein the first steel is located a fixing seat above the plate, the groove wall of the open groove is provided with a plurality of upper and lower support members, and the support member is used to be the first strong steel frame and the second strong steel frame, or the third strong steel frame The utility model is disposed in the open slot, so as to increase the distance between the second steel frame and the first steel frame, thereby improving the benefits of fire prevention and sound insulation.

本發明之綠建材多層次防火複合鋼板結構,其中位於第一鋼板上方之固定座得以設置於第一鋼板之峰部或槽部,端視其強固鋼架與第一鋼架,或與第二鋼架間之結合方法而定。 The multi-layer fireproof composite steel plate structure of the green building material of the invention, wherein the fixing seat above the first steel plate is disposed at the peak or the groove portion of the first steel plate, and the reinforcing steel frame and the first steel frame are viewed from the end, or the second The method of combining steel frames depends on the method.

1‧‧‧第一鋼架 1‧‧‧First steel frame

A‧‧‧鋼樑 A‧‧‧Steel beam

10‧‧‧L型件 10‧‧‧L-piece

2‧‧‧第一鋼板 2‧‧‧First steel plate

3‧‧‧阻隔層 3‧‧‧Barrier

30‧‧‧小阻隔層 30‧‧‧Small barrier

3a‧‧‧第一阻隔層 3a‧‧‧First barrier

30a‧‧‧小阻隔層 30a‧‧‧Small barrier

3b‧‧‧第二阻隔層 3b‧‧‧Second barrier

30b‧‧‧小阻隔層 30b‧‧‧Small barrier

4‧‧‧固定座 4‧‧‧ Fixed seat

40‧‧‧開放槽 40‧‧‧Open slot

41‧‧‧槽壁 41‧‧‧ slot wall

42‧‧‧支承件 42‧‧‧Support

42a‧‧‧下支承件 42a‧‧‧ lower support

42b‧‧‧上支承件 42b‧‧‧Upper support

43‧‧‧栓設元件 43‧‧‧Equipment components

44‧‧‧支承面 44‧‧‧ support surface

5、5’‧‧‧強固鋼架 5, 5'‧‧‧Strength steel frame

5a‧‧‧下層強固鋼架 5a‧‧‧Underlying strong steel frame

5b‧‧‧上層強固鋼架 5b‧‧‧Upper solid steel frame

50‧‧‧栓設元件 50‧‧‧Equipment components

6‧‧‧第二鋼板 6‧‧‧second steel plate

7‧‧‧空氣層 7‧‧‧ air layer

7a‧‧‧下空氣層 7a‧‧‧ lower air layer

7b‧‧‧上空氣層 7b‧‧‧Upper air layer

8‧‧‧中層鋼板 8‧‧‧ middle steel plate

80‧‧‧孔 80‧‧‧ hole

81‧‧‧栓設元件 81‧‧‧Equipment components

圖1是第一種習知技術之側視圖。 Figure 1 is a side view of a first prior art.

圖2是第二種習知技術之側視圖。 Figure 2 is a side view of a second prior art.

圖3是第二種習知技術之側視圖。 Figure 3 is a side view of a second prior art.

圖4是本發明之複合鋼板實施例一之前視圖。 Figure 4 is a front elevational view of the first embodiment of the composite steel sheet of the present invention.

圖5是本發明之複合鋼板實施例一之側視圖。 Fig. 5 is a side view showing the first embodiment of the composite steel sheet of the present invention.

圖6是本發明之複合鋼板實施例二之側視圖。 Figure 6 is a side view of a second embodiment of the composite steel sheet of the present invention.

圖7是本發明之複合鋼板實施例三之側視圖。 Figure 7 is a side view showing the third embodiment of the composite steel sheet of the present invention.

圖8是本發明之固定座實施例一與強固鋼架實施例一結合前之視圖。 Figure 8 is a front view of the first embodiment of the fixing base of the present invention in combination with the first embodiment of the reinforcing steel frame.

圖9是本發明之第一鋼板、固定座實施例一、阻隔層與強固鋼架實施例一結合前之視圖。 Figure 9 is a front view of the first steel plate and the first embodiment of the present invention, and the barrier layer is combined with the first embodiment of the strong steel frame.

圖10是本發明之第一鋼板、固定座實施例一、阻隔層實施例一與強固鋼架實施例一結合後,與第二鋼板結合前之視圖。 Fig. 10 is a view showing the first steel plate and the fixing seat of the first embodiment of the present invention, and the first embodiment of the barrier layer is combined with the first embodiment of the solid steel frame, and before being joined with the second steel plate.

圖11是本發明之第一鋼板、固定座實施例一、阻隔層實施例二與強固鋼架實施例一結合後,與第二鋼板結合前之視圖。 Fig. 11 is a view showing the first steel plate, the first embodiment of the fixing plate, the second embodiment of the barrier layer, and the first embodiment of the reinforcing steel frame, before being joined with the second steel plate.

圖12是本發明之固定座實施例二與相鄰二支強固鋼架實施例一結合前之視圖。 Figure 12 is a front view of the second embodiment of the fixing base of the present invention combined with the first embodiment of the two adjacent rigid steel frames.

圖13是本發明之第一鋼板、固定座實施例二、阻隔層實施例一與相鄰二支強固鋼架實施例一部分結合後,與第二鋼板結合前之視圖。 Figure 13 is a front view of the first steel plate, the second embodiment of the first steel plate and the fixed seat, and the first embodiment of the barrier layer combined with a portion of the adjacent two-strength steel frame.

圖14是本發明之固定座實施例一與強固鋼架實施例二結合前之視圖。 Figure 14 is a front view of the first embodiment of the fixing base of the present invention in combination with the second embodiment of the reinforcing steel frame.

圖15是本發明之固定座實施例一或二之支承件實施例一之側視圖。 Figure 15 is a side elevational view of the first embodiment of the support member of the first or second embodiment of the mount of the present invention.

圖16是本發明之固定座實施例一或二之支承件實施例二之側視圖。 Figure 16 is a side elevational view of the second embodiment of the support member of the first or second embodiment of the mount of the present invention.

圖17是本發明之固定座實施例一或二之支承件實施例三之側視圖。 Figure 17 is a side elevational view of the third embodiment of the support member of the first or second embodiment of the mount of the present invention.

圖18是本發明之固定座實施例三之側視圖。 Figure 18 is a side elevational view of the third embodiment of the mount of the present invention.

圖19是本發明之固定座實施例四之側視圖。 Figure 19 is a side elevational view of the fourth embodiment of the mount of the present invention.

圖20是本發明之複合鋼板實施例四之側視圖。 Figure 20 is a side view showing the fourth embodiment of the composite steel sheet of the present invention.

圖21是本發明之固定座實施例五之側視圖。 Figure 21 is a side elevational view of the fifth embodiment of the mount of the present invention.

圖22是本發明之固定座實施例六之側視圖。 Figure 22 is a side elevational view of the sixth embodiment of the mount of the present invention.

圖23是本發明之固定座實施例七之側視圖。 Figure 23 is a side elevational view of the seventh embodiment of the mount of the present invention.

圖24是本發明之固定座實施例八之側視圖。 Figure 24 is a side elevational view of the eighth embodiment of the mount of the present invention.

如此,為使 貴審查員得以充分了解本發明之綠建材多層次防火複合鋼板結構,茲依附圖示說明如下:如圖4及5,為本發明之綠建材多層次防火複合鋼板結構實施例一,本實施例一至少包含:第一鋼架1,係被設置於鋼樑A之上方,並以一L型件10與前述鋼樑結合或焊接結合,再將前述第一鋼架1與前述L型件10栓設結合成一體,即可將前述第一鋼架1與鋼樑A穩固結合。於前述第一鋼架1之上方設置第一鋼板2,位於前述第一鋼板2之上方並鋪設有阻隔層3,前述阻隔層3係由防火;隔熱;耐燃;隔音等各類可利用之材料組成,目的是要至少達成隔音56(-5;-13)分貝(db)以上(ISO717-1宣告隔音量RW),降低室內噪音,於前述第一鋼板2上方再設固定座4(如圖9~11),前述固定座4係依據強固鋼架之長度而設置,通常如強固鋼架為6m~8m,只需設置3個固定座,因此,得以減少第一鋼板與強固鋼架之間的熱傳導介面。前述第一鋼板2、阻隔層3與固定座4之間的結合,乃是先於前述第一鋼板2上方設置固定座4,並將前述固定座4以栓設元件43向下栓設到前述第一鋼架1,以產生連結狀,因為固定座4設置有向上狀之開口,因此,並不須如習知方型管架必須再加工有貫穿孔,破壞結構強度之問題。再將前述阻隔層3鋪設並覆蓋於第一鋼板2與固定座4上方,並動 手將位於固定座4上方之阻隔層3壓迫使其沉設於固定座4之開放槽40之內底部以形成小阻隔層30即可。 In this way, in order to enable the examiner to fully understand the multi-layer fireproof composite steel plate structure of the green building material of the present invention, the following description is as follows: FIG. 4 and FIG. 5 are the first embodiment of the green building material multi-layer fireproof composite steel plate structure of the present invention. The first embodiment includes at least a first steel frame 1 disposed above the steel beam A, and combined or welded by an L-shaped member 10 and the steel beam, and the first steel frame 1 and the foregoing The L-shaped member 10 is bolted into one body, and the first steel frame 1 and the steel beam A can be firmly combined. A first steel plate 2 is disposed above the first steel frame 1, and is disposed above the first steel plate 2 and is provided with a barrier layer 3, wherein the barrier layer 3 is made of fireproof; heat insulation; flame resistance; Material composition, the purpose is to achieve at least 56 (-5; -13) decibels (db) or more (ISO717-1 declared sound insulation RW), reduce indoor noise, and then set the fixed seat 4 above the first steel plate 2 (such as Figure 9~11), the above-mentioned fixing seat 4 is set according to the length of the strong steel frame. Usually, if the reinforcing steel frame is 6m~8m, only three fixing seats are needed, so that the first steel plate and the strong steel frame can be reduced. The thermal conduction interface between the two. The first steel plate 2, the barrier layer 3 and the fixing seat 4 are combined with the fixing seat 4 disposed above the first steel plate 2, and the fixing seat 4 is bolted down to the foregoing by the bolting member 43. The first steel frame 1 is formed in a joint shape. Since the fixing base 4 is provided with an upward opening, it is not necessary to rework the through hole as in the conventional square pipe frame, thereby deteriorating the structural strength. The barrier layer 3 is laid and covered over the first steel plate 2 and the fixed seat 4, and is moved. The hand presses the barrier layer 3 above the mount 4 to force it to settle in the inner bottom of the open slot 40 of the mount 4 to form the small barrier layer 30.

前述固定座4設置有開口向上狀之開放槽40(如圖8),於前述開放槽40之槽壁41設對稱等高的支承件42,得利用前述支承件42以為強固鋼架5設置於前述開放槽42之中,並保持強固鋼架5之水平設置,即可利用前述固定座將前述第一鋼板2與強固鋼架5維持不接觸之分離設置狀(如圖4~7)。再於前述強固鋼架5上方設置第二鋼板6,且於前述第二鋼板6與阻隔層3之間形成空氣層7,以提升防火隔音之效果,讓本發明多層次之防火複合鋼板具備防火時效1小時或以上之效益,符合政府法令之規定。 The fixing base 4 is provided with an open groove 40 having an upward opening shape (see FIG. 8), and a support member 42 having a symmetrical height is disposed on the groove wall 41 of the open groove 40, and the support member 42 is used to provide the reinforcing steel frame 5 to the reinforcing steel frame 5. In the open groove 42 and maintaining the horizontal arrangement of the reinforcing steel frame 5, the first steel plate 2 and the reinforcing steel frame 5 can be separated from each other by the fixing seat (see FIGS. 4 to 7). Further, a second steel plate 6 is disposed above the reinforcing steel frame 5, and an air layer 7 is formed between the second steel plate 6 and the barrier layer 3 to enhance the effect of fireproofing and soundproofing, so that the multi-layer fireproof composite steel plate of the present invention is provided with fireproofing Benefits of 1 hour or more are in accordance with government regulations.

前述強固鋼架5,本實施例所採用者為方形管(如圖8),並以栓設元件50自前述固定座4之開放槽40的槽壁41外側向內栓設,以將前述強固鋼架5與固定座4結合固定,且於開放槽40之底壁與強固鋼架5之間亦設有阻隔層。以本發明之強固鋼架每支長度為6m-8m,故而僅需於第一鋼板2之上方設置約三個固定座,亦即前述第一鋼板2與強固鋼架5雖為不接觸之分離設置,僅有三個固定座設置於第一鋼板上方而成為前述第一鋼板2與強固鋼架5的熱傳導接觸面。惟亦較習知者動輒超過三十二個熱傳導接觸面,少了將近十倍之多。因此本發明,縱使前述第二鋼板6受陽光照射所生之熱源直接傳導到強固鋼架5,再經由前述強固鋼架5傳導到固定座4,但是卻可利用前述固定座4之開放槽40底壁與強固鋼架5之間所設之小阻隔層30,以降低熱傳導率,如此即僅有少量之熱源經由前述固定座4以傳導到前述第一鋼板2,而與習知者相比較,確實足以維持室內之溫度,減少受到室外陽光強烈程度之影響,得以減少空調系統之使用,符合綠色環保之要求。如遇有火災事故時,本發明之前述第一鋼板2雖會吸收室內之高溫熱源,然而亦不易傳導到前述強固鋼架5與第二鋼板6,延長強固鋼架與第二鋼板塌陷之時間,提供足夠之時間讓建築物內之人員疏散逃生,足以降低人命之損傷,提升本多層次防火複合鋼板之耐燃等級,符合政府法令之相關規定。 The above-mentioned strong steel frame 5 is a square tube (as shown in FIG. 8), and is bolted inwardly from the outside of the groove wall 41 of the open groove 40 of the fixed seat 4 by the bolting member 50 to strengthen the foregoing. The steel frame 5 is fixedly fixed to the fixing base 4, and a barrier layer is also disposed between the bottom wall of the open groove 40 and the strong steel frame 5. The length of the strong steel frame of the present invention is 6m-8m, so that only about three fixing seats are disposed above the first steel plate 2, that is, the first steel plate 2 and the strong steel frame 5 are separated from each other. It is provided that only three fixing seats are disposed above the first steel plate to become the heat conduction contact surface of the first steel plate 2 and the reinforcing steel frame 5. However, more than thirty-two heat-conducting contact surfaces have been used by more than ten people, which is nearly ten times less. Therefore, in the present invention, even if the heat source generated by the second steel plate 6 is directly transmitted to the strong steel frame 5, and then transmitted to the fixing base 4 via the above-mentioned strong steel frame 5, the open groove 40 of the fixing base 4 can be utilized. a small barrier layer 30 is provided between the bottom wall and the reinforcing steel frame 5 to reduce the thermal conductivity, so that only a small amount of heat is transmitted to the first steel plate 2 via the aforementioned fixing seat 4, compared with the conventional one. It is indeed enough to maintain the indoor temperature, reduce the impact of the outdoor sunlight, reduce the use of air-conditioning systems, and meet the requirements of green environmental protection. In the event of a fire accident, the first steel plate 2 of the present invention absorbs the high temperature heat source in the room, but is not easily transmitted to the above-mentioned strong steel frame 5 and the second steel plate 6, and prolongs the collapse time of the strong steel frame and the second steel plate. Provide sufficient time for people in the building to evacuate and escape, which is enough to reduce the damage of human life and improve the fire resistance rating of this multi-layer fireproof composite steel plate, in line with the relevant provisions of the government decree.

故而,本發明之綠建材多層次防火複合鋼板結構,主要乃是利用前述固定座4將第一鋼板2、強固鋼架5與第二鋼板6為適當之區隔,讓三者不易互為熱傳導,足以維持室內溫度,減少受到室外陽光強烈程度之影響。並於發生火災時,得以延長建築物倒塌塌陷之時間,讓室內之人員、物品或部分財產得以被適時救援逃出,減少人員死傷或財產損害者。 Therefore, the multi-layer fireproof composite steel plate structure of the green building material of the present invention mainly uses the aforementioned fixing seat 4 to appropriately partition the first steel plate 2, the solid steel frame 5 and the second steel plate 6, so that the three are not easily mutually thermally conductive. It is enough to maintain the indoor temperature and reduce the intensity of the outdoor sunlight. In the event of a fire, it is possible to prolong the collapse of the building, so that people, articles or parts of the property can be rescued in a timely manner, reducing the number of casualties or property damage.

如圖6,為本發明之綠建材多層次防火複合鋼板結構實施例二,本實施例二乃是衍生自前述實施例一之結構特徵,本實施例二乃是將固定座4設置於第一鋼板2之槽部,以與前述實施例一將固定座4設置於第一鋼板2之峰部之特徵有所差異,但端視實際需求而定。目的亦是利用前述固定座4將第一鋼板2、強固鋼架5與第二鋼板6為適當之區隔,讓三者不易互為熱傳導,足以維持室內溫度,減少受到室外陽光強烈程度之影響。並於發生火災時,得以延長建築物倒塌塌陷之時間,讓室內之人員、物品或部分財產得以被適時救援逃出,減少人員死傷或財產損害者。 FIG. 6 is a second embodiment of a green building material multi-layer fireproof composite steel plate structure according to the present invention. The second embodiment is a structural feature derived from the first embodiment. The second embodiment is to set the fixing base 4 to the first embodiment. The groove portion of the steel plate 2 differs from the above-described first embodiment in that the fixing seat 4 is provided at the peak portion of the first steel plate 2, but it depends on actual needs. The purpose is also to use the aforementioned fixing seat 4 to appropriately partition the first steel plate 2, the reinforcing steel frame 5 and the second steel plate 6, so that the three are not easily mutually thermally conductive, and are sufficient to maintain the indoor temperature and reduce the influence of the outdoor sunlight. . In the event of a fire, it is possible to prolong the collapse of the building, so that people, articles or parts of the property can be rescued in a timely manner, reducing the number of casualties or property damage.

如圖7,為本發明之綠建材多層次防火複合鋼板結構實施例三,本實施例三乃是衍生自前述實施例一及二之結構特徵,本實施例三乃是改變前述實施例一及二之固定座4的高度(可參圖18),藉以改變第一鋼架1與強固鋼架5之間距,及改變第一鋼板2與第二鋼板6之間距,可再提昇本綠建材多層次防火複合鋼板的防火時效與隔音之效益。目的亦是利用前述固定座4將第一鋼板2、強固鋼架5與第二鋼板6為適當之區隔,讓三者不易互為熱傳導,足以維持室內溫度,減少受到室外陽光強烈程度之影響。並於發生火災時,得以延長建築物倒塌塌陷之時間,讓室內之人員、物品或部分財產得以被適時救援逃出,減少人員死傷或財產損害者。 Figure 3 is a third embodiment of the green building material multi-layer fireproof composite steel plate structure of the present invention. The third embodiment is derived from the structural features of the first embodiment and the second embodiment. The height of the fixed seat 4 (refer to Fig. 18), thereby changing the distance between the first steel frame 1 and the strong steel frame 5, and changing the distance between the first steel plate 2 and the second steel plate 6, can further enhance the green building materials The fireproof aging and sound insulation benefits of the layer fireproof composite steel plate. The purpose is also to use the aforementioned fixing seat 4 to appropriately partition the first steel plate 2, the reinforcing steel frame 5 and the second steel plate 6, so that the three are not easily mutually thermally conductive, and are sufficient to maintain the indoor temperature and reduce the influence of the outdoor sunlight. . In the event of a fire, it is possible to prolong the collapse of the building, so that people, articles or parts of the property can be rescued in a timely manner, reducing the number of casualties or property damage.

如圖10與11揭示本發明之綠建材多層次防火複合鋼板結構之阻隔層實施例一及二,前述阻隔層3得依據需求改變高度,目的是要增加防火與隔音之效益,亦是要將第一鋼板2、強固鋼架5與第二鋼板6為適當之區隔,讓三者不易互為熱傳導,足以維持室內溫度,減少受到室外陽光強烈程度之影響。並於發生火災時,得以延長建築物倒塌塌陷之時 間,讓室內之人員、物品或部分財產得以被適時救援逃出,減少人員死傷或財產損害者。 10 and 11 disclose Embodiments 1 and 2 of the barrier layer of the multi-layer fireproof composite steel plate structure of the green building material of the present invention. The foregoing barrier layer 3 can be changed according to requirements, and the purpose is to increase the benefits of fire prevention and sound insulation, and The first steel plate 2, the solid steel frame 5 and the second steel plate 6 are appropriately separated, so that the three are not easily mutually thermally conductive, and are sufficient to maintain the indoor temperature and reduce the influence of the outdoor sunlight. And in the event of a fire, it is possible to prolong the collapse of the building. In the meantime, people, articles or parts of property in the room can be rescued in a timely manner to reduce casualties or property damage.

如圖12及13,為本發明之固定座實施例二,本發明之固定座4,得依據需求製作成不同之長度,如本實施例二,即是較前述實施例一為長,目的是要讓相鄰的二支強固鋼架5、5’得以同時被設置於前述固定座4之開放槽40之中,並以支承件42分別支承各對應之二強固鋼架5、5’,並產生銜接之效果,強化整體複合鋼板之結構特徵,增加耐燃效果。 12 and 13 are the second embodiment of the fixing base of the present invention. The fixing base 4 of the present invention can be made to have different lengths according to requirements. For example, in the second embodiment, it is longer than the first embodiment. The two adjacent rigid steel frames 5, 5' are simultaneously disposed in the open groove 40 of the fixing seat 4, and the supporting members 42 respectively support the corresponding two strong steel frames 5, 5', and Produce the effect of convergence, strengthen the structural characteristics of the overall composite steel plate, and increase the flame resistance.

如圖14,為本發明之強固鋼架實施例二,本實施例二為一種C型強固鋼架5,於施工安裝時,如將本C型強固鋼架5之開口向下,並讓C型強固鋼架5之底延伸面51得以設置於前述固定座4之支承件42上方,再以栓設元件50自固定座4之開放槽40之槽壁41外側向內栓設,以將前述強固鋼架5與固定座4結合固定,且於開放槽40之底壁與強固鋼架5之間亦設有小阻隔層30(可參圖11及13)。目的亦是利用前述固定座4將第一鋼板2、強固鋼架5與第二鋼板6為適當之區隔,讓三者不易互為熱傳導,足以維持室內溫度,減少受到室外陽光強烈程度之影響。並於發生火災時,得以延長建築物倒塌塌陷之時間,讓室內之人員、物品或部分財產得以被適時救援逃出,減少人員死傷或財產損害者。如此,得以產生多層次之防火複合鋼板,並提升防火效益達政府法令之規定。 FIG. 14 is a second embodiment of the rigid steel frame of the present invention. The second embodiment is a C-type strong steel frame 5. When the construction is installed, if the opening of the C-shaped strong steel frame 5 is downward, and let C The bottom extension surface 51 of the type of solid steel frame 5 is disposed above the support member 42 of the fixing base 4, and is then bolted inwardly from the outside of the groove wall 41 of the opening groove 40 of the fixing base 4 by the bolting member 50 to The reinforcing steel frame 5 is fixedly fixed with the fixing base 4, and a small barrier layer 30 is also disposed between the bottom wall of the open groove 40 and the strong steel frame 5 (refer to FIGS. 11 and 13). The purpose is also to use the aforementioned fixing seat 4 to appropriately partition the first steel plate 2, the reinforcing steel frame 5 and the second steel plate 6, so that the three are not easily mutually thermally conductive, and are sufficient to maintain the indoor temperature and reduce the influence of the outdoor sunlight. . In the event of a fire, it is possible to prolong the collapse of the building, so that people, articles or parts of the property can be rescued in a timely manner, reducing the number of casualties or property damage. In this way, it is possible to produce multi-layer fire-resistant composite steel sheets and improve fire safety benefits up to the requirements of the government decree.

如圖15~17,為本發明固定座4之支承件42實施例一至三,本發明之固定座4,如前述,乃設置有開口向上狀之開放槽40,於前述開放槽40之槽壁41設支承件42,前述支承件42得與固定座為一體,且另行加工成形或另外設置外來元件而與固定座結合成一體者,亦無不可,即得利用前述支承件42以為強固鋼架5設置於前述開放槽40中。前述支承件42並未承受強固鋼架5之重量,乃是要將強固鋼架5設置於固定座4之開放槽40中之適當位置為其目的,以利於以栓設元件50自固定座4之開放槽40之槽壁41外側向內栓設,以將前述強固鋼架5與固定座4結合固定。因此,本發明固定座4之支承件42之設置方式,得以各種可加工 之方法成型變化,但並非指本發明僅限於圖15~17等三種之結構特徵。 15 to 17, in the first to third embodiments of the support member 42 of the fixing base 4 of the present invention, the fixing base 4 of the present invention, as described above, is provided with an open groove 40 having an open upward shape, and a groove wall of the open groove 40. The support member 42 is provided, and the support member 42 is integrally formed with the fixing base, and is separately formed or separately provided with an external component to be integrated with the fixing base, and it is also impossible to use the aforementioned support member 42 to be a strong steel frame. 5 is disposed in the aforementioned open slot 40. The support member 42 does not bear the weight of the reinforcing steel frame 5, but the purpose is to place the reinforcing steel frame 5 at an appropriate position in the open groove 40 of the fixing base 4 for the purpose of facilitating the self-fixing seat 4 by the bolting member 50. The outer side of the groove wall 41 of the open groove 40 is bolted inwardly to fix the aforementioned rigid steel frame 5 and the fixed seat 4. Therefore, the support member 42 of the fixing base 4 of the present invention can be arranged in various ways. The method of molding changes, but does not mean that the invention is limited to the three structural features of Figures 15-17.

如圖18,為本發明之固定座4實施例三,本發明之固定座4,如前述,乃設置有開口向上狀之開放槽40,於前述開放槽40之槽壁41設支承件42,得利用前述支承件42以為強固鋼架5設置於前述開放槽40中。如要配合不同厚度的阻隔層3(可參圖10及11),得以將前述支承件42設置於較高之位置,或亦可因此產生較大之空氣層,對於提升耐燃或隔音之效益,亦有效果。 As shown in FIG. 18, in the third embodiment of the fixing base 4 of the present invention, the fixing base 4 of the present invention is provided with an open groove 40 having an upward opening shape, and a support member 42 is disposed on the groove wall 41 of the open groove 40. The aforementioned support member 42 is used to provide the reinforcing steel frame 5 in the aforementioned open groove 40. If the barrier layer 3 of different thicknesses is to be matched (see FIGS. 10 and 11), the support member 42 can be placed at a higher position, or a larger air layer can be generated, thereby improving the flameproof or soundproofing effect. It also works.

如圖19,為本發明之固定座4實施例四,本發明之固定座4為倒凸形狀,如前述,乃設置有開口向上狀之開放槽40,於前述開放槽40設向內延伸之支承面44以取代前述之支承件42,得利用前述支承面44以為強固鋼架5設置於前述開放槽40中。前述支承面44並可以配合不同厚度的阻隔層3(可參圖10及11),得以將前述支承面44設置於較高之位置,或亦可因此產生較大之空氣層,對於提升耐燃或隔音之效益,亦有效果。 As shown in FIG. 19, in the fourth embodiment of the fixing base 4 of the present invention, the fixing base 4 of the present invention has an inverted convex shape. As described above, the opening groove 40 having an opening upward is provided, and the opening groove 40 is provided to extend inwardly. Instead of the aforementioned support member 42, the support surface 44 is provided in the open groove 40 by the support surface 44 so that the reinforcing steel frame 5 is provided. The support surface 44 can be matched with the barrier layers 3 of different thicknesses (see FIGS. 10 and 11), so that the support surface 44 can be placed at a higher position, or a larger air layer can be generated, for improving the flame resistance or The benefits of sound insulation are also effective.

如圖20,為本發明之綠建材多層次防火複合鋼板結構實施例四,本實施例四乃是自前述實施例一~三衍生而得,本實施例四至少包含:第一鋼架1,係被設置於鋼樑A之上方,並以一L型件10與前述鋼樑結合或焊接結合,再將前述第一鋼架1與前述L型件10栓設結合成一體,即可將前述第一鋼架1與鋼樑A穩固結合。於前述第一鋼架1之上方設置第一鋼板2,位於前述第一鋼板2上方並被鋪設有第一阻隔層3a,前述第一阻隔層3a係由防火;隔熱;耐燃;隔音等各類材料組成,目的是要至少達成隔音56(-5;-13)分貝(db)以上(ISO717-1宣告隔音量RW)以上,降低室內噪音。於前述第一鋼板1的上方被設置有固定座4(如圖19~21)。前述第一鋼板2、第一阻隔層3a與固定座4之間的結合,乃是先於前述第一鋼板2上方設置固定座4,並將前述固定座4以栓設元件43向下栓設到前述第一鋼架1,以產生連結狀,因為固定座4設置有向上狀之開口。因此,並不需如習知方型管架必須再加工有貫穿孔,破壞結構強度之問題。再將第 一阻隔層3a鋪設並覆蓋於第一鋼板2與固定座4上方,並動手將位於固定座4上方之第一阻隔層3a壓迫使其設置於固定座4之開放槽40之內底部,形成小阻隔層30a。 FIG. 20 is a fourth embodiment of the green building material multi-layer fireproof composite steel plate structure of the present invention. The fourth embodiment is derived from the first embodiment to the third embodiment. The fourth embodiment includes at least: a first steel frame 1. It is disposed above the steel beam A, and is combined or welded by the L-shaped member 10 and the steel beam, and the first steel frame 1 and the L-shaped member 10 are bolted together to form the same. The first steel frame 1 is firmly combined with the steel beam A. A first steel plate 2 is disposed above the first steel frame 1 and is disposed above the first steel plate 2 and is covered with a first barrier layer 3a. The first barrier layer 3a is protected by fire; heat insulation; flame resistance; The composition of the materials is intended to achieve at least 56 (-5; -13) decibels (db) or more (ISO717-1 declared sound insulation RW) to reduce indoor noise. A fixing seat 4 is provided above the first steel plate 1 (see FIGS. 19 to 21). The combination of the first steel plate 2, the first barrier layer 3a and the fixing seat 4 is such that the fixing seat 4 is disposed above the first steel plate 2, and the fixing seat 4 is bolted downward with the bolting member 43. The first steel frame 1 is formed to form a joint shape because the fixing base 4 is provided with an upward opening. Therefore, it is not necessary to rework the through-holes as in the conventional square pipe frame, thereby damaging the structural strength. Will be the first A barrier layer 3a is laid over the first steel plate 2 and the fixing base 4, and the first barrier layer 3a located above the fixing base 4 is pressed to force it to be disposed at the bottom of the opening groove 40 of the fixing base 4 to form a small Barrier layer 30a.

前述固定座4設置有開口向上之開放槽40(如圖19及20),於前述開放槽40之槽壁41設二組或以上之支承件,前述支承件如為二組,可由下支承件42a及上支承件42b組成。得以前述下支承件42a及上支承件42b分別為對應之下層強固鋼架5a及上層強固鋼架5b設置,以將前述下層強固鋼架5a及上層強固鋼架5b設置於前述開放槽40之中,藉以形成複數互相拉引的強固鋼架,可更提升複合鋼板之結構強度。至於前述強固鋼架5得為方形管狀(可參圖8)或C型強固鋼架(可參圖14),均無不可。 The fixing base 4 is provided with an opening groove 40 (see FIGS. 19 and 20). The groove wall 41 of the opening groove 40 is provided with two or more supporting members. The supporting members are two groups, and the lower supporting member can be used. 42a and upper support 42b. The lower support member 42a and the upper support member 42b are respectively provided for the corresponding lower-layer reinforcing steel frame 5a and the upper-layer strong steel frame 5b, so that the lower-layer reinforcing steel frame 5a and the upper-layer reinforcing steel frame 5b are disposed in the open groove 40. In order to form a plurality of strong steel frames that are mutually drawn, the structural strength of the composite steel plate can be further improved. As for the aforementioned rigid steel frame 5, it has a square tubular shape (see Fig. 8) or a C-shaped strong steel frame (see Fig. 14).

施工過程,於前述下層強固鋼架5a鋪設完成後,並以栓設元件50自固定座4之開放槽40之槽壁41栓設至前述下層強固鋼架5a,以將前述下層強固鋼架5a與固定座4結合固定後,即可於前述下層強固鋼架5a上方設置中層鋼板8,前述中層鋼板8得為平板狀或其他形狀之鋼板,但以平板狀鋼板較理想,得於前述中層鋼板8預先加工有複數孔80,以配合固定座4之位置,利用前述孔80以為固定座4穿設,再以栓設元件81將中層鋼板8與下層強固鋼架5a栓設結合,即可於前述中層鋼板8與第一阻隔層3a之間形成下空氣層7a。其次,可於前述中層鋼板8上方鋪設第二阻隔層3b,前述第二阻隔層3b與前述第一阻隔層3a得為相同材質,或為不同之材質,前述第二阻隔層3b與固定座4之間的結合,乃如前述,得先將前述第二阻隔層3b鋪設並覆蓋於前述中層鋼板8與固定座4上方,並動手將位於固定座4上方之第二阻隔層3b壓迫使其沉設於前述固定座4之開放槽40之中,形成小阻隔層30b,並位於前述下層強固鋼架3a之上方即可完成。 The construction process is carried out after the laying of the lower layer of the rigid steel frame 5a is completed, and the bolting member 50 is bolted from the groove wall 41 of the opening groove 40 of the fixing seat 4 to the lower layer of the reinforcing steel frame 5a to form the lower layer of the reinforcing steel frame 5a. After being fixed and fixed to the fixing base 4, the intermediate steel plate 8 may be disposed above the lower reinforcing steel frame 5a. The intermediate steel plate 8 may be a flat plate or a steel plate of other shapes, but a flat steel plate is preferable, and the intermediate steel plate is obtained. 8 is pre-processed with a plurality of holes 80 to match the position of the fixing base 4, the hole 80 is used to pass through the fixing seat 4, and the intermediate steel plate 8 is bolted to the lower reinforcing steel frame 5a by the bolting member 81. A lower air layer 7a is formed between the intermediate steel sheet 8 and the first barrier layer 3a. Next, a second barrier layer 3b may be disposed above the intermediate steel plate 8. The second barrier layer 3b and the first barrier layer 3a are made of the same material or different materials, and the second barrier layer 3b and the fixing seat 4 are The combination between the two, as described above, the second barrier layer 3b is laid and covered over the middle steel plate 8 and the fixing seat 4, and the second barrier layer 3b located above the fixing seat 4 is pressed to force the sinking. The small barrier layer 30b is formed in the open groove 40 of the fixing base 4, and is located above the lower layer of the reinforcing steel frame 3a.

其次,再將前述上層強固鋼架5b設置於前述固定座4之上支承件42b上方,再以栓設元件50自固定座4之開放槽40之槽壁41栓設 至前述上層強固鋼架5b,即可將前述上層強固鋼架5b與固定座4結合固定。之後,再於前述固定座4上方設置第二鋼板6,且於第二鋼板6與阻隔層3之間形成上空氣層7b。如此,即可於固定座4之開放槽40之內底壁與下層強固鋼架5a之間,位於第一鋼板上方設第一阻隔層3a,又於固定座4之開放槽40之中層鋼板8上方與上層強固鋼架5b之間,位於中層鋼板上方設第二阻隔層3b。即可將本複合鋼板以固定座4將第一鋼板2與下層強固鋼架5a、中層鋼板8為分離狀之設置,並同時以固定座4將上層強固鋼架5b、中層鋼板8及第二鋼板6為分離狀之設置。目的亦是利用前述固定座4為適當之區隔,讓彼此之間不易互為熱傳導,足以維持室內溫度,減少受到室外陽光強烈程度之影響。並於發生火災時,得以延長建築物倒塌塌陷之時間,讓室內之人員、物品或部分財產得以被適時救援逃出,減少人員死傷或財產損害,得以產生多層次之防火複合鋼板,並提升防火效益達政府法令之規定。 Next, the upper layer of the reinforcing steel frame 5b is disposed above the support member 42b of the fixing base 4, and then the bolting member 50 is inserted from the groove wall 41 of the opening groove 40 of the fixing base 4. To the upper layer of the reinforcing steel frame 5b, the upper layer of the reinforcing steel frame 5b and the fixing base 4 can be combined and fixed. Thereafter, a second steel sheet 6 is further disposed above the fixing base 4, and an upper air layer 7b is formed between the second steel sheet 6 and the barrier layer 3. Thus, between the inner bottom wall of the open slot 40 of the fixing base 4 and the lower reinforcing steel frame 5a, the first blocking layer 3a is disposed above the first steel plate, and the upper steel plate 8 is located in the open groove 40 of the fixing base 4. Between the upper and upper solid steel frames 5b, a second barrier layer 3b is disposed above the middle steel plate. The composite steel plate can be disposed in a separate shape from the first steel plate 2 and the lower solid steel frame 5a and the intermediate steel plate 8 by using the fixing base 4, and at the same time, the upper reinforcing steel frame 5b, the intermediate steel plate 8 and the second are fixed by the fixing seat 4. The steel plate 6 is provided in a separate shape. The purpose is also to use the aforementioned fixing seats 4 as appropriate intervals so that it is not easy to conduct heat conduction between each other, which is sufficient to maintain the indoor temperature and reduce the influence of the outdoor sunlight. In the event of a fire, the time for collapse and collapse of the building can be prolonged, so that people, articles or parts of the property can be rescued in a timely manner, reducing casualties or property damage, resulting in multi-layer fireproof composite steel plates and improving fire protection. Benefits meet the requirements of the government decree.

如圖21及22,為本發明之固定座4實施例五及六,本發明之固定座4,如前述,乃設置有開口向上狀之開放槽40,於前述開放槽40之槽壁41設下支承件42a及上支承件42b,得利用前述下支承件42a及上支承件42b以分別為下強固鋼架5a及上強固鋼板5設置於前述開放槽40中。如前述下支承件42a及上支承件42b並未承受下強固鋼架5a及上強固鋼板5b之重量,乃是要將下強固鋼架5a及上強固鋼板5b設置於固定座4之開放槽40中之適當位置為其目的,以利於以栓設元件50自固定座4之開放槽40之槽壁41外側向內栓設,以將前述強固鋼架5與固定座4結合固定,因此,本發明固定座4之支承件之設置方式,得以各種可加工之方法成型變化,但並非指本發明僅限於圖21及22等二種之結構特徵。 21 and 22, in the fifth and sixth embodiments of the fixing base 4 of the present invention, the fixing base 4 of the present invention is provided with an open groove 40 having an upward opening as shown in the above, and is provided in the groove wall 41 of the opening groove 40. The lower support member 42a and the upper support member 42b are provided in the open groove 40 by the lower support member 42a and the upper support member 42b, respectively, for the lower reinforcing steel frame 5a and the upper reinforcing steel plate 5. If the lower support member 42a and the upper support member 42b are not subjected to the weight of the lower rigid steel frame 5a and the upper solid steel plate 5b, the lower rigid steel frame 5a and the upper solid steel plate 5b are disposed in the open groove 40 of the fixed seat 4. The proper position is for the purpose of facilitating the bolting member 50 to be inserted inwardly from the outer side of the groove wall 41 of the open groove 40 of the fixing base 4 to fix the reinforcing steel frame 5 and the fixing base 4 together, therefore, The manner in which the support members of the fixing base 4 are formed can be changed by various processes, but the present invention is not limited to the structural features of the two types of Figs. 21 and 22.

如圖23及24,分別為本發明之固定座4實施例七及八,本發明之固定座4為倒凸形狀,如前述,乃設置有開口向上狀之開放槽40,如圖22,於前述開放槽40設向內延伸之支承面44及上支承件42b,得利用前述支承面44及上支承件42b以為下強固鋼架5a及上強固鋼架5b設置於前述開放槽40中b,前述支承面44並可以配合不同厚度的阻隔層30可 參圖10及11),得以將前述支承面44設置於較高之位置,或亦可因此產生較大之空氣層,對於提升耐燃或隔音之效益,亦有效果。或如圖23,前述開放槽40設下支承件42a及向內延伸之支承面44,得利用前述下支承件42b及支承面44以為下強固鋼架5a及上強固鋼架5b設置於前述開放槽40中,亦具同樣之效果,以形成雙層強固鋼架之技術特徵。 23 and 24 are respectively the seventh and eighth embodiments of the fixing base 4 of the present invention. The fixing base 4 of the present invention has an inverted convex shape. As described above, the opening groove 40 having an opening upward is provided, as shown in FIG. The open groove 40 is provided with an inwardly extending support surface 44 and an upper support 42b. The support surface 44 and the upper support 42b are used to provide the lower rigid steel frame 5a and the upper rigid steel frame 5b in the open groove 40, The foregoing supporting surface 44 can be combined with the barrier layer 30 of different thicknesses. Referring to Figures 10 and 11), the support surface 44 can be placed at a higher position, or a larger air layer can be produced, which is also effective for improving the efficiency of flame or sound insulation. Or, as shown in FIG. 23, the open groove 40 is provided with a lower support member 42a and an inwardly extending support surface 44, and the lower support member 42b and the support surface 44 are used to provide the lower rigid steel frame 5a and the upper rigid steel frame 5b to the aforementioned opening. The same effect is obtained in the groove 40 to form the technical features of the double-layered steel frame.

綜上所述,以傳統複合鋼板之結構所採用之Z型鋼架為實驗對象,取樑長100mm,桿件為懸臂樑,自由端加載1N,應力位置為固定端,E值為198345MPa,G值為76286MPa進行實驗,其剪應力值約0.3791MPa,其扭轉角之變位值約0.0163mm。但是如以本發明之固定座與強固鋼架於同一條件下進行試驗,可以獲得剪應力值約0.20981MPa,其扭轉角之變位值約0.0138mm。亦即,Z型鋼架之剪應力為本發明之56倍,惟剪應力越大,即越容易被剪斷,至於Z型鋼架之扭轉角為本發明之814倍,為扭轉角越大,即越容易扭轉變形,顯見本發明之結構確實具備實益。 In summary, the Z-shaped steel frame used in the structure of the traditional composite steel plate is taken as the experimental object, the beam length is 100mm, the rod is a cantilever beam, the free end is loaded with 1N, the stress position is a fixed end, and the E value is 198345MPa, G The experiment was carried out at a value of 76,286 MPa, and the shear stress value was about 0.3791 MPa, and the distortion value of the twist angle was about 0.0163 mm. However, if the test seat of the present invention and the strong steel frame are tested under the same conditions, the shear stress value is about 0.20981 MPa, and the distortion value of the twist angle is about 0.0138 mm. That is, the shear stress of the Z-shaped steel frame is 56 times that of the invention, but the larger the shear stress, the easier it is to be sheared. As for the torsion angle of the Z-shaped steel frame, it is 814 times that of the invention, and the larger the torsion angle is. That is, the easier it is to twist the deformation, it is obvious that the structure of the present invention is indeed beneficial.

再者依據設址於台南市歸仁區六甲里中正南路1段2496號之「內政部建築研究性能實驗中心」就「屋頂防火隔音板ZD-1」其防火效益可以達到1小時或以上,如以三層鋼板結構,於101年12月22日之試驗報告(A-12-00144),本發明之結構,其隔音可以達到56(-5;-13)分貝(db)以上(ISO717-1宣告隔音量RW)以上,然如為習知者約僅達到36db之隔音效果,顯見本發明確實具備實益。如此,當以本發明運用於複合鋼板時,如建築物發生火災時,除了本發明於強固鋼架下方均設有阻隔層以阻礙下方之高溫快速傳導到強固鋼架,藉由強固鋼架繼續維持建築物不會快速坍塌外,更因為強固鋼架之設置,避免快速變形扭曲,更可維持建築物不易快速坍塌,讓金屬建築物具備綠色環保,達到防火時效超過一小時或以上,並可減少室外噪音進入室內,得以降低噪音結構優點,本發明確實具備進步性與新穎性,為本案之組成。 In addition, according to the "Building Performance Performance Experiment Center of the Ministry of the Interior" at No. 2496, Section 1, Section 1, Zhongzheng South Road, Liujiali, Guiren District, Tainan City, the fire protection effect of the roof fireproof board ZD-1 can reach 1 hour or more. With a three-layer steel plate structure, the test report (A-12-00144) on December 22, 101, the structure of the present invention can achieve a sound insulation of 56 (-5; -13) decibels (db) or more (ISO717-1). It is stated that the sound insulation amount RW) is above, but if the conventional speaker only achieves a sound insulation effect of about 36 db, it is obvious that the present invention is indeed beneficial. Thus, when the present invention is applied to a composite steel plate, such as in the event of a fire in a building, in addition to the present invention, a barrier layer is provided under the strong steel frame to hinder the rapid transfer of the high temperature below to the strong steel frame, and continue with the strong steel frame. Maintaining the building will not collapse quickly, but also because of the setting of the strong steel frame, avoiding rapid deformation and distortion, and maintaining the building from collapsing quickly, making the metal building green and environmentally friendly, achieving fire prevention time of more than one hour or more, and Reducing outdoor noise into the room and reducing the noise structure advantages, the present invention is indeed progressive and novel, and is a component of the present case.

1‧‧‧第一鋼架 1‧‧‧First steel frame

A‧‧‧鋼樑 A‧‧‧Steel beam

10‧‧‧L型件 10‧‧‧L-piece

2‧‧‧第一鋼板 2‧‧‧First steel plate

3‧‧‧阻隔層 3‧‧‧Barrier

4‧‧‧固定座 4‧‧‧ Fixed seat

41‧‧‧槽壁 41‧‧‧ slot wall

42‧‧‧支承件 42‧‧‧Support

43‧‧‧栓設元件 43‧‧‧Equipment components

5‧‧‧強固鋼架 5‧‧‧Strength steel frame

50‧‧‧栓設元件 50‧‧‧Equipment components

6‧‧‧第二鋼板 6‧‧‧second steel plate

7‧‧‧空氣層 7‧‧‧ air layer

Claims (27)

一種綠建材多層次防火複合鋼板結構,至少包含:第一鋼架,被設置於鋼樑上方,前述第一鋼架上方設第一鋼板,於前述第一鋼板上方設阻隔層,於前述第一鋼板上方設固定座,前述固定座設之槽壁設支承件,得利用前述支承件以為強固鋼架設置固定,於前述強固鋼架上方設第二鋼板;如此,即可利用前述固定座將第一鋼板、強固鋼架與第二鋼板為適當之分離,形成多層次架構,足以減少前述第一鋼板、強固鋼架與第二鋼板彼此間之熱傳導,提升鋼板建築之結構強度,符合綠色環保及提升耐燃隔音等級及政府法令之防火效益。 A multi-layer fireproof composite steel plate structure for green building materials, comprising at least: a first steel frame disposed above the steel beam, a first steel plate above the first steel frame, and a barrier layer above the first steel plate, in the first A fixing seat is arranged above the steel plate, and the support wall is provided with a support member, and the support member is used to fix the steel frame, and the second steel plate is disposed above the strong steel frame; thus, the fixed seat can be used A steel plate, a strong steel frame and a second steel plate are properly separated to form a multi-layer structure, which is sufficient to reduce the heat conduction between the first steel plate, the strong steel frame and the second steel plate, and improve the structural strength of the steel plate building, conforming to environmental protection and Improve the fire resistance of fire-resistant sound insulation and government regulations. 依請求項1所述之綠建材多層次防火複合鋼板結構,其中於固定座之開放槽底壁與強固鋼架之間設有阻隔層,乃是於第一鋼板上方設置固定座,並將前述固定座以栓設元件向下栓設到第一鋼架,以產生連結狀,再將前述阻隔層鋪設並覆蓋於第一鋼板與固定座上方,並動手將位於固定座上方之部分阻隔層壓迫使其沉設於固定座之開放槽之內底部,形成小阻隔層,即可達成。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 1, wherein a barrier layer is disposed between the bottom wall of the open groove of the fixed seat and the strong steel frame, and the fixing seat is arranged above the first steel plate, and the foregoing The fixing seat is bolted down to the first steel frame by the bolting component to form a joint shape, and then the foregoing barrier layer is laid and covered over the first steel plate and the fixed seat, and the part of the upper part of the fixed seat is pressed and forced by the hand. It can be achieved by sinking it in the bottom of the open groove of the fixed seat to form a small barrier layer. 依請求項2所述之綠建材多層次防火複合鋼板結構,其中固定座得設置於第一鋼板之槽部或峰部,端視實際需求而定。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 2, wherein the fixing seat is disposed on the groove portion or the peak portion of the first steel plate, and the end depends on actual demand. 依請求項1所述之綠建材多層次防火複合鋼板結構,其中固定座設開口向上之開放槽,前述開放槽之槽壁設對稱等高的支承件,得利用前述支承件以為強固鋼架設置於前述開放槽之中,並保持強固鋼架之水平設置。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 1, wherein the fixed seat is provided with an open upward opening groove, and the groove wall of the open groove is provided with a symmetrical height support member, and the support member is used to set the strong steel frame. In the aforementioned open trough, and maintain the horizontal setting of the strong steel frame. 依請求項4所述之綠建材多層次防火複合鋼板結構,其中固定座得為單一強固鋼架設置,或得為相鄰的二強固鋼架同時被設置於固定座之開放槽之中,並以支承件分別支承二相鄰之強固鋼架,並產生首末互為銜接之效果,強化整體複合鋼板之結構特徵。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 4, wherein the fixing seat is set as a single strong steel frame, or the adjacent two-strength steel frame is simultaneously disposed in the open groove of the fixed seat, and The two adjacent rigid steel frames are respectively supported by the support members, and the first and last joints are combined to strengthen the structural characteristics of the integral composite steel plate. 依請求項1所述之綠建材多層次防火複合鋼板結構,其中固定座得為倒凸形狀,並設開口向上之開放槽,於前述開放槽設向內延伸之支承面, 得利用前述支承面以為強固鋼架設置於前述開放槽中;前述支承面可配合不同厚度的阻隔層,得以將前述支承面設置於較高之位置,或亦可產生較大之空氣層,對於提升耐燃或隔音之效益,亦有效果。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 1, wherein the fixing seat has an inverted convex shape, and an open groove with an opening upward is provided, and an inwardly extending supporting surface is arranged in the open groove. The support surface is used to provide a strong steel frame in the open groove; the support surface can be combined with a barrier layer of different thickness to set the support surface at a higher position, or a larger air layer can be generated. It also has the effect of improving the flame resistance or sound insulation. 依請求項1所述之綠建材多層次防火複合鋼板結構,其中強固鋼架得為方形管狀或C型管狀,並以栓設元件自前述開放槽之槽壁外側向內栓設,以將強固鋼架與固定座結合固定。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 1, wherein the strong steel frame has a square tubular shape or a C-shaped tubular shape, and the bolting member is bolted inwardly from the outer side of the groove wall of the open groove to be strong. The steel frame is fixed in combination with the fixing base. 依請求項1所述之綠建材多層次防火複合鋼板結構,其中強固鋼架如為一種C型強固鋼架,於施工安裝時,需將C型強固鋼架之開口向下,並讓C型強固鋼架之底延伸面得以設置於固定座之支承件上方,再以栓設元件自固定座之開放槽之槽壁外側向內栓設,以將前述強固鋼架與固定座結合固定。 According to the claim 1, the green building material multi-layer fireproof composite steel plate structure, wherein the strong steel frame is a C-type strong steel frame, the construction of the C-type strong steel frame needs to be downward, and let the C type The bottom extension surface of the reinforcing steel frame is disposed above the support member of the fixed seat, and is bolted inwardly from the outer side of the groove wall of the open groove of the fixing seat to fix the aforementioned rigid steel frame and the fixed seat. 依請求項1所述之綠建材多層次防火複合鋼板結構,其中於第二鋼板與阻隔層之間形成空氣層,提升防火隔音之效果,讓本發明多層次之防火複合鋼板具備防火一小時或以上之效益。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 1, wherein an air layer is formed between the second steel plate and the barrier layer to enhance the effect of fireproof sound insulation, so that the multi-layer fireproof composite steel plate of the invention has fire prevention for one hour or The above benefits. 一種綠建材多層次防火複合鋼板結構,至少包含:第一鋼架,被設置於鋼樑上方,前述第一鋼架上方設第一鋼板;於前述第一鋼板上方設第一阻隔層;於前述第一鋼板上方設固定座,前述固定座設之槽壁設二組或以上之支承件,得利用前述二組或以上之支承件以為對應之下層強固鋼架與上層強固鋼架分別設置固定;或於前述下層強固鋼架上方設中層鋼板,再於中層鋼板上方設第二阻隔層,前述第二阻隔層,再於前述上層強固鋼架上方設第二鋼板;如此,得利用前述固定座將第一鋼板、下層強固鋼架與第二鋼板為分離設置,並同時利用前述固定座將中層鋼板、上層強固鋼架與第二鋼板為分離設置,讓彼此之間不易為熱傳導,以產生多層次之防火複合鋼板結構,提升鋼板建築之結構強度,維持室內溫度,並提高耐燃隔音等級,符合政府法令之防火效益。 A multi-layer fireproof composite steel plate structure for green building materials, comprising at least: a first steel frame disposed above the steel beam, a first steel plate disposed above the first steel frame; a first barrier layer disposed above the first steel plate; A fixing seat is arranged on the first steel plate, and two or more supporting members are arranged on the groove wall of the fixing seat, and the two or more supporting members are used to respectively fix and fix the corresponding lower layer of the solid steel frame and the upper layer of the solid steel frame; Or a middle layer steel plate is disposed above the lower layer of the strengthened steel frame, and a second barrier layer is disposed above the middle layer steel plate, and the second barrier layer is further provided with a second steel plate above the upper layer of the solid steel frame; thus, the aforementioned fixing seat is used The first steel plate, the lower solid steel frame and the second steel plate are separately arranged, and at the same time, the middle steel plate, the upper solid steel frame and the second steel plate are separately disposed by using the aforementioned fixing seat, so that heat conduction is not easy between each other, so as to generate multiple layers. The fireproof composite steel plate structure enhances the structural strength of the steel plate building, maintains the indoor temperature, and improves the flameproof sound insulation level, in line with the fire safety benefits of the government regulations 依請求項10所述之綠建材多層次防火複合鋼板結構,其中固定座得設置於第一鋼板之槽部或峰部,端視實際需求而定。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 10, wherein the fixing seat is disposed on the groove portion or the peak portion of the first steel plate, and the end depends on actual demand. 依請求項10所述之綠建材多層次防火複合鋼板結構,其中固定座設開口向上之開放槽,前述開放槽之槽壁得設對稱等高的二或以上之支承件,得利用前述支承件以為二或以上之強固鋼架設置於前述開放槽之中,並保持強固鋼架之水平設置。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 10, wherein the fixed seat is provided with an open upward opening groove, and the groove wall of the open groove is provided with two or more support members of symmetrical height, and the support member is used. It is considered that two or more of the strong steel frames are disposed in the aforementioned open grooves and maintain the horizontal arrangement of the strong steel frames. 依請求項10所述之綠建材多層次防火複合鋼板結構,其中固定座設開口向上之開放槽,前述開放槽之槽壁位於上方處得設對稱等高的二支承件,並於下方處設支承面,以分別為上、下強固鋼架設置於前述開放槽之中,並保持強固鋼架之水平設置。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 10, wherein the fixed seat is provided with an open groove with an opening upward, and the groove wall of the open groove is located at an upper portion with two symmetrical height support members, and is disposed at the lower side. The support surface is disposed in the open groove in the upper and lower strong steel frames, respectively, and maintains the horizontal arrangement of the strong steel frame. 依請求項10所述之綠建材多層次防火複合鋼板結構,其中固定座得為倒凸形狀設,開口向上之開放槽,前述開放槽之槽壁位於上方處得設支承面,並於下方處設對稱等高的二支承件,以分別為上、下強固鋼架設置於前述開放槽之中,並保持強固鋼架之水平設置。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 10, wherein the fixing seat is formed in an inverted convex shape, and the opening is open upwardly, and the groove wall of the open groove is located at the upper side to have a supporting surface, and is located below Two symmetrical contoured support members are arranged to respectively provide the upper and lower rigid steel frames in the aforementioned open slots, and maintain the horizontal arrangement of the strong steel frames. 依請求項14所述之綠建材多層次防火複合鋼板結構,其中固定座所設之支承面可配合不同厚度的阻隔層,得以將前述支承面設置於較高之位置,或亦可產生較大之空氣層,對於提升耐燃或隔音之效益,亦有效果。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 14, wherein the supporting surface provided by the fixing seat can be matched with the barrier layer of different thickness, so that the supporting surface can be set at a higher position, or a larger one can be generated. The air layer also has an effect on improving the efficiency of fire resistance or sound insulation. 依請求項10所述之綠建材多層次防火複合鋼板結構,其中於固定座之開放槽底壁與強固鋼架之間設第一阻隔層,乃是先於前述第一鋼板上方設置固定座,並將前述固定座以栓設元件向下栓設到第一鋼架,以產生連結狀,再將前述第一阻隔層鋪設並覆蓋於第一鋼板與固定座上方,並動手將位於固定座上方之部分阻隔層壓迫使其沉設於固定座之開放槽之內底部,即可於固定座之開放槽底壁與強固鋼架之間亦設有第一阻隔層。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 10, wherein a first barrier layer is disposed between the bottom wall of the open groove of the fixed seat and the strong steel frame, and the fixing seat is disposed above the first steel plate. And the aforementioned fixing seat is bolted down to the first steel frame with the bolting element to form a joint shape, and then the first barrier layer is laid and covered over the first steel plate and the fixed seat, and the hands are placed above the fixed seat A portion of the barrier laminate is forced to settle in the bottom of the open groove of the fixed seat, and a first barrier layer is also disposed between the open bottom wall of the fixed seat and the strong steel frame. 依請求項10所述之綠建材多層次防火複合鋼板結構,其中於中層鋼板與上層強固鋼架之間設第二阻隔層之方式,乃是於中層鋼板預先加工有複數孔,以配合固定座之設置位置,並利用前述之孔以為固定座穿設,再以栓設元件將中層鋼板與下層強固鋼架栓設結合,以產生連結狀,再將前述第二阻隔層鋪設並覆蓋於中層鋼板與固定座上方,並動手將位於固定座上方之部分第二阻隔層壓迫使其沉設於固定座之開放槽中並位於下層強固 鋼架上方,以形成小阻隔層,即可達成。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 10, wherein the second barrier layer is disposed between the middle steel plate and the upper solid steel frame, wherein the intermediate steel plate is pre-processed with a plurality of holes to match the fixing seat The position is set, and the hole is used to pass through the fixing seat, and the middle steel plate is bolted with the lower solid steel frame by the bolting component to form a joint shape, and the second barrier layer is laid and covered on the middle steel plate. Above the mount, and hand-pushing a portion of the second barrier laminate above the mount to force it to settle in the open slot of the mount and to be strong in the lower layer It can be achieved by forming a small barrier layer above the steel frame. 依請求項10所述之綠建材多層次防火複合鋼板結構,其中於第一阻隔層與中層鋼板之間,及第二鋼板與第二阻隔層之間分別形成有空氣層,提升防火隔音之效果,讓本發明多層次之防火複合鋼板具備防火時效30分鐘至1小時或以上之效益。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 10, wherein an air layer is formed between the first barrier layer and the middle steel plate, and between the second steel plate and the second barrier layer respectively, thereby improving the effect of fireproof sound insulation The multi-layer fireproof composite steel plate of the invention has the benefit of fire aging for 30 minutes to 1 hour or more. 依請求項10所述之綠建材多層次防火複合鋼板結構,其中下層強固鋼架或上層強固鋼架得為方形管狀或C型管狀,並以栓設元件自前述開放槽之槽壁外側向內栓設,以將下層強固鋼架、上層強固鋼架與固定座結合固定。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 10, wherein the lower layer of the solid steel frame or the upper layer of the solid steel frame has a square tubular shape or a C-shaped tubular shape, and the plugging element is inward from the outer side of the groove wall of the open groove Bolting to fix the lower layer of strong steel frame, the upper layer of strong steel frame and the fixed seat. 依請求項10所述之綠建材多層次防火複合鋼板結構,其中固定座得為單一強固鋼架設置,或得為相鄰的二強固鋼架同時被設置於固定座之開放槽之中,並以支承件或支承面分別支承相鄰之二強固鋼架,並產生首末互為銜接之效果,強化整體複合鋼板之結構特徵。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 10, wherein the fixing seat is set as a single strong steel frame, or the adjacent two-strength steel frame is simultaneously disposed in the open groove of the fixed seat, and The two rigid steel frames are respectively supported by the support members or the support surfaces, and the first and last joints are combined to strengthen the structural features of the integral composite steel plate. 依請求項10所述之綠建材多層次防火複合鋼板結構,其中強固鋼架如為一種C型強固鋼架,於施工安裝時,需將C型強固鋼架之開口向下,並讓C型強固鋼架之底延伸面得以設置於固定座之支承件上方,再以栓設元件自固定座之開放槽之槽壁外側向內栓設,以將前述強固鋼架與固定座結合固定。 According to the claim 10, the green building material multi-layer fireproof composite steel plate structure, wherein the strong steel frame is a C-type strong steel frame, the construction of the C-type strong steel frame needs to be downward, and let the C type The bottom extension surface of the reinforcing steel frame is disposed above the support member of the fixed seat, and is bolted inwardly from the outer side of the groove wall of the open groove of the fixing seat to fix the aforementioned rigid steel frame and the fixed seat. 21.依請求項10所述之綠建材多層次防火複合鋼板結構,其中施工過程,於下層強固鋼架鋪設完成,以栓設元件將固定座與下層強固鋼架栓設後,即可於前述下層強固鋼架上方設置中層鋼板,並於前述中層鋼板預先加工有複數孔,利用前述孔以為固定座穿設,再以栓設元件將中層鋼板與下層強固鋼架栓設結合;其次,可於前述中層鋼板上方鋪設第二阻隔層,同時將部分第二阻隔層沉設於固定座之開放槽,並位於前述下層強固鋼架上方,再將上層強固鋼架設置於固定座之上支承件上方,再以栓設元件自固定座之開放槽之槽壁栓設至前述上層強固鋼架即可。 21. The multi-layer fireproof composite steel plate structure of the green building material according to claim 10, wherein the construction process is completed after the lower layer of the solid steel frame is laid, and the fixing piece and the lower layer of the solid steel frame are bolted by the bolting component, The middle layer steel plate is disposed above the lower layer of the solid steel frame, and the plurality of holes are pre-processed in the middle layer steel plate, the hole is used for the fixing seat, and the middle layer steel plate is combined with the lower layer of the strong steel frame by the bolting component; secondly, a second barrier layer is disposed above the middle layer steel plate, and a part of the second barrier layer is suspended in the open groove of the fixed seat, and is located above the lower layer of the strong steel frame, and then the upper layer of the solid steel frame is disposed above the support on the fixed seat Then, the bolting element is bolted from the groove wall of the open groove of the fixing seat to the upper layer of the solid steel frame. 一種綠建材多層次防火複合鋼板結構,係由第一鋼架、第一鋼板、阻隔層、固定座、強固鋼架及第二鋼板組成,其特徵在於前述固定座設支承件,以為強固鋼架設置;如此,得利用前述固定座將第一鋼板與強固鋼架及第二鋼板為分離設置,讓第二鋼板所生之高溫不易傳導到第一鋼板,或讓第一鋼板所生之高溫不易傳導到強固鋼架與第二鋼板,彼此之間不易為熱傳導,以產生多層次之防火複合鋼板,提升鋼板建築之結構強度,維持室內溫度,並提高耐燃隔音等級,符合政府法令之防火效益。 The utility model relates to a multi-layer fireproof composite steel plate structure of a green building material, which is composed of a first steel frame, a first steel plate, a barrier layer, a fixing seat, a strong steel frame and a second steel plate, and is characterized in that the above-mentioned fixed seat is provided with a support member to be a strong steel frame. Therefore, the first steel plate is separated from the strong steel frame and the second steel plate by using the fixing seat, so that the high temperature generated by the second steel plate is not easily transmitted to the first steel plate, or the high temperature generated by the first steel plate is not easy to be Conducted to the strong steel frame and the second steel plate, it is not easy to conduct heat conduction between each other, to produce multi-layer fireproof composite steel plate, improve the structural strength of the steel plate building, maintain the indoor temperature, and improve the flameproof sound insulation level, in line with the fire protection effect of the government regulations. 依請求項22所述之綠建材多層次防火複合鋼板結構,其中固定座之支承件得以支承面取代之。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 22, wherein the support member of the fixing seat is replaced by a support surface. 依請求項22所述之綠建材多層次防火複合鋼板結構,其中固定座之槽壁位於上、下方處得分別設置對稱等高的二支承件,以分別為上、下強固鋼架設置於前述開放槽之中。 According to claim 22, the green building material multi-layer fireproof composite steel plate structure, wherein the groove wall of the fixing seat is located at the upper and lower portions, respectively, and two symmetrical support members are arranged to respectively provide upper and lower strong steel frames in the foregoing In the open slot. 依請求項22所述之綠建材多層次防火複合鋼板結構,其中固定座之槽壁位於上方處得設對稱等高的二支承件,並於下方處設支承面,以分別為上、下強固鋼架設置於前述開放槽之中,並保持強固鋼架之水平設置。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 22, wherein the groove wall of the fixing seat is located at the upper portion, and the two support members of the symmetrical height are arranged, and the support surface is provided at the lower side to be strong for upper and lower respectively. The steel frame is placed in the aforementioned open groove and maintains the horizontal arrangement of the strong steel frame. 依請求項22所述之綠建材多層次防火複合鋼板結構,其中固定座之槽壁位於上方處得設支承面,並於下方處設對稱等高的二支承件,以分別為上、下強固鋼架設置於前述開放槽之中,並保持強固鋼架之水平設置。 According to claim 22, the green building material multi-layer fireproof composite steel plate structure, wherein the groove wall of the fixing seat is located at the upper side, the support surface is provided, and the symmetrical equal height two support members are arranged at the lower side to respectively strengthen the upper and lower parts. The steel frame is placed in the aforementioned open groove and maintains the horizontal arrangement of the strong steel frame. 依請求項1或10或22所述之綠建材多層次防火複合鋼板結構,其中阻隔層得由防火;隔熱;耐燃;隔音等各類材料組成,以達成防火、隔熱及隔音之效益。 The multi-layer fireproof composite steel plate structure of the green building material according to claim 1 or 10 or 22, wherein the barrier layer is composed of various materials such as fireproof; heat insulation; flame resistance; sound insulation, so as to achieve the benefits of fire prevention, heat insulation and sound insulation.
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