EXPERIMENTAL STUDY ON THE BEHAVIORS OF PROFILED STEEL SHEETING_CONCRETE COMPOSITE SLABS UNDER FIRE
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摘要: 对3块简支组合楼板与4块连续组合楼板进行了恒载升温条件下的火灾试验研究,并对板的变形、破坏机构、内力重分布进行了研究分析。试验结果表明:简支板的耐火性能很差,而连续板由于负弯矩钢筋的显著作用,其耐火性能较好;升、降温阶段连续板均会出现剧烈的内力重分布,不同受火工况对连续板内力重分布的影响非常大;塑性铰的出现时间、位置与次序对连续板的火灾反应有很大影响。最后提出了升温阶段连续板支座反力变化的简化分析方法,其计算结果与试验结果相符合。Abstract: The behaviors of three simply_supported compos ite s labs and four continuous compos ite s labs subjected to fire with constant load were experimented. The distortion,destruction form and internal force redistribution of the slabs were investigated. It can be shown from the experiments that the fire resistance capability of simply_s upported s labs is bad,while that of continuous slabs is good due to the pos itive effect of negative tensile reinforcement. It can also be shown that both in temperature_rise period and temperature_descent period,there is sharp redistribution of internal force in continuous slabs,and the different fire_s uffering conditions have great effect on the behaviors of continuous slabs. At the s ame time,the time, positions and orders of the plastic hingesc appearance also have great effect on the response of the continuous slabs. At last, a s imple method is proposed to analyze the variety of support reactions of continuous s labs during the temperature_rise period,and the calculated results fit well with the experimental results.
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Key words:
- profiled steel sheeting /
- compos ite slab /
- fire /
- experimental study /
- fire res istance capability
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周起敬,姜维山, 潘 泰华. 钢与 混凝土组 合结构设 计施工 手册. 北京: 中国建筑工业出版社,1 991 赵鸿铁. 钢与混凝土组合结构. 北京: 科学出版社,2001 YB 9238-92 钢-混凝土组合楼盖结构设计与施工规程 GB 9978-88 建筑构件耐火试验方法 陈一欧,程懋, 刘 季康. 压型钢 板组 合楼 板耐 火性能 的试 验研究. 建筑结构学报,1 998,19(5): 22-27
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