廖光煊, 胡隆华. 奥运国家主体育场钢结构防火保护区域的安全评估[J]. 力学与实践, 2008, 30(3): 24-27. DOI: 10.6052/1000-0879-2008-199
引用本文: 廖光煊, 胡隆华. 奥运国家主体育场钢结构防火保护区域的安全评估[J]. 力学与实践, 2008, 30(3): 24-27. DOI: 10.6052/1000-0879-2008-199
DETERMINATION OF THE FIRE HAZARD REGION FOR STEEL STRUCTURES IN BEIJING NATIONAL STADIUM OF OLYMPICS[J]. MECHANICS IN ENGINEERING, 2008, 30(3): 24-27. DOI: 10.6052/1000-0879-2008-199
Citation: DETERMINATION OF THE FIRE HAZARD REGION FOR STEEL STRUCTURES IN BEIJING NATIONAL STADIUM OF OLYMPICS[J]. MECHANICS IN ENGINEERING, 2008, 30(3): 24-27. DOI: 10.6052/1000-0879-2008-199

奥运国家主体育场钢结构防火保护区域的安全评估

DETERMINATION OF THE FIRE HAZARD REGION FOR STEEL STRUCTURES IN BEIJING NATIONAL STADIUM OF OLYMPICS

  • 摘要: 采用经典的火羽流模型,预测了2008奥运国家主体育场典型火灾场景下火源上方不同高度处的烟气温度;结合钢结构在不同温度条件下的强度、弹性模量参数,选取了保守的钢结构极限环境温度值;综合上述两个方面的结果,确定了2008奥运国家主体育场钢结构中需要开展消防保护的区域为:观众席座椅区距离座椅的垂直距离小于10.2 m的区域.

     

    Abstract: Based on fire plume models, the smoke temperatureabove the fire source at different heights was predicted for typical firescenarios of Beijing National Stadium of Olympics 2008. The strength and modulus ofelasticity of steel under different temperatures were considered todetermine the critical temperature value. Accordingly the fire hazard region for steel structures in Beijing National Stadium ofOlympics 2008 was determined to be with in 10.2\,m above the seats.

     

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