摘要
根据热传导方程建立了钢管混凝土柱耐火保护层厚度计算的理论模型，并编制了程序。当给定裸钢管混凝土耐火时间和临界温度时，即可求出达规定耐火时间所需的保护层厚度，通过大量计算，得到了保护层厚度的简化计算公式。
In this paper, the heat transfer equation is used to establish a theoretical model of thethickness calculation of fire resisting covering of CFST. A computer procedure is compiled. Based onthe determination for the fire resistance and the critical temperature of CFST, the thickness of coveringis acquired. A large number of calculations are made to provide the simplified formulas for the thicknesscalculation of covering of CFST.
出处
《哈尔滨建筑大学学报》
1999年第5期29-33,共5页
Journal of Harbin University of Civil Engineering and Architecture
关键词
钢管混凝土柱
保护层
耐火材料
厚度
concrete filled steel tube(CFST)
covering
time of fire resistance
thickness
