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钢纤维混凝土三桩承台承载力的研究
引用本文:李继祥,许成祥,卢海林,彭少民.钢纤维混凝土三桩承台承载力的研究[J].建筑结构,1999(6).
作者姓名:李继祥  许成祥  卢海林  彭少民
作者单位:江汉石油学院!荆州434102(李继祥,许成祥,卢海林),武汉工业大学!434100(彭少民)
摘    要:提出将钢纤维混凝土用于桩承台并进行了试验研究。根据 9个试件的试验结果,讨论了钢纤维混凝土三桩承台的裂缝、破坏形态与传力机理,提出了承载力计算公式,可供工程设计和进一步研究参考。

关 键 词:桩承台  钢纤维  混凝土  承载力

Study on the Bearing Capacity of SFRC Three-pile Cap
Li Jixiang,Xu Chengxiang,Lu Hailin et al..Study on the Bearing Capacity of SFRC Three-pile Cap[J].Building Structure,1999(6).
Authors:Li Jixiang  Xu Chengxiang  Lu Hailin
Affiliation:Li Jixiang;Xu Chengxiang;Lu Hailin et al.
Abstract:Author suggests applying the steel fiber to the pile cap and carries out the experiment study. Based on the test results of 9 specimens, the cracks, failure pattern and loadtransfer model of Steel Fiber Reinforced Concrete(SPRC) three-pile cap are analyzed. The formula for calculating the bearing capacity of the pile cap is presented, which is useful for engineering design and further study.
Keywords:pile cap  steel fiber  concrete  bearing capacity
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