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。
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.
出处
《长沙交通学院学报》
2006年第1期32-35,共4页
Journal of Changsha Communications University
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
multi-functional concrete hollow block
axial compression
eccentric compression
bearing capacity
experimental study
