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多功能混凝土空心砌块砌体受压承载力试验研究
引用本文:杨伟军,祝晓庆,马丽慧. 多功能混凝土空心砌块砌体受压承载力试验研究[J]. 长沙交通学院学报, 2006, 22(1): 32-35
作者姓名:杨伟军  祝晓庆  马丽慧
作者单位:长沙理工大学,桥梁与结构工程学院,湖南,长沙,410076
摘    要:对多功能混凝土空心砌块砌体轴心受压和偏心受压承载力进行了试验研究。试验结果表明,多功能混凝土空心砌块砌体内偏心受压承载力较砖砌体和普通混凝土小型空心砌块砌体偏心受压承载力要高;利用规范中的计算公式计算多功能混凝土空心砌块砌体的轴心受压和偏心受压承载力,其计算结果偏于保守。

关 键 词:多功能混凝土空心砌块  轴心受压  偏心受压  承载力  试验研究
文章编号:1000-9779(2006)01-0032-04
收稿时间:2005-10-27
修稿时间:2005-10-27

Experimental Study on the Compressive Capacity of Multi-functional Concrete Hollow Block Masonry
YANG Wei-jun,ZHU Xiao-qing,MA Li-hui. Experimental Study on the Compressive Capacity of Multi-functional Concrete Hollow Block Masonry[J]. Journal of Changsha Communications University, 2006, 22(1): 32-35
Authors:YANG Wei-jun  ZHU Xiao-qing  MA Li-hui
Affiliation:College of Bridge and Struture Engineering, Changsha University of Science and Technology, Changsha 410076, China
Abstract:The axial and eccentric compression capacity of the multi-functional concrete hollow block(masonry) has been tested.The results show that the eccentric compression capacity of the multi-functional concrete hollow block masonry is higher than that of brick masonry and common concrete miniature hollow block masonry.Using the formula of the code to calculate its axial compression capacity and eccentric(compression) capacity,the result is conservative.
Keywords:multi-functional concrete hollow block  axial compression  eccentric compression  bearingcapacity  experimental study  
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