火灾下钢结构的热响应模拟实验分析
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重庆市建委科技资助项目(200636)


A simulation experiment of the thermal response of steel structures in fires
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    摘要:

    采用10 kW的电阻炉模拟室内火灾标准温升曲线,DN20无缝钢管水平放置于电阻炉上方,高度分别为0.5、5、10、15 cm,进行了裸管、钢管外涂防火涂料及钢管内填充混凝土3种情况下的温度热响应模拟实验研究。实验结果表明,当裸钢管最低点温度达到400 ℃时,内填混凝土和外涂防火涂料的钢管对应测点的温度分别为215和200 ℃。外涂防火涂料及钢管内填充混凝土的隔热和吸热作用,使钢管的耐火极限达到2 h以上。

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    A standard indoor temperature rising curve is simulated by using a 10 kW electrical furnace. DN20 seamless steel tubes are horizontally placed on top of the electrical furnace. The distances between the bottom of the steel tubes and the mouth of electrical furnace are 0.5 cm, 5 cm, 10 cm and 15 cm, respectively. Experiments regarding the thermal response of an unshielded steel tube, a steel tube with an external fire retardant coating, and a concretefilled steel tube are carried out. When the temperature of lowest point of the bottom of the unshielded steel tube is 400 ℃, the temperature of corresponding points of the steel tube with an external fire retardant coating and the concretefilled steel tube are 215 ℃ and 200 ℃, respectively. It is concluded that the steel tube fireresistance limit exceeds 2 hours when the exterior of a steel tube is coated with fire retardant or if steel tubes are filled with concrete because these modifications improve their thermal insulation and decalescence.

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刘朝,陈杰,张华玲,黎明.火灾下钢结构的热响应模拟实验分析[J].重庆大学学报,2009,32(4):443-446.

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  • 收稿日期:2008-12-08
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