RESEARCH ON THE FIRE RESISTANCE BEHAVIOUR OF HOLLOW CONCRETE FILLED STEEL TUBE COLUMNS AND WITH WATER
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摘要: 通过有限元方法对具有相同外钢管尺寸的不同空心率的钢管混凝土,在不同的火灾荷载下的耐火性能进行分析,并对中空注水影响空心钢管混凝土的耐火性能进行研究。结果表明:火灾荷载比较大时,钢管混凝土构件的耐火时间随着空心率的增加先增加后减小;火灾荷载比较小时,构件的耐火时间随着空心率的增加基本呈线性减小。在火灾荷载比较大时,中空注水对耐火时间的影响很小;在火灾荷载比较小时,注水能明显地改善构件的耐火时间。在此基础上,给出不同火灾荷载比下空心钢管混凝土保护层厚度的简化计算方法和建议。Abstract: Non-linear finite element method is used to simulate the behaviors of H-CFST columns with different hollow ratio under different fire load ratio, which have the same steel tube size.Results show that when the term fire load ratio is relatively larger, fire resistance time of CFST firstly increases then decreases as hollow ratio increases.While fire load ratio is relatively smaller, fire resistance time of columns linear decreases as hollow ratio increases.When the hollow filled with water, the fire resistance time is almost the same under lager fire load ratio, but it can be obviously improved under small fire load ratio.Based on this conclusion and according to Chinese code, furthermore, a method of calculating the thickness of fireproof paint of H-CFST columns is given.
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