复合混凝土空心砌块砌体受压及受剪承载力计算分析  

Calculation Analysis on Compression and Shear Strength of Composite Hollow Concrete Block Masonry

作　　者：陈芸[1] 孙伟民[2] 叶燕华[2] 张怀金 

机构地区：[1]南京工业大学建筑与城规学院,江苏南京210009 [2]南京工业大学土木工程学院,江苏南京210009 [3]山东建筑设计研究院,山东济南250001

出　　处：《苏州科技学院学报（工程技术版）》2006年第4期13-17,共5页Journal of Suzhou University of Science and Technology （Engineering and Technology）

基　　金：江苏省建设厅项目(JS-200219);南京市墙改办墙改与建筑节能项目(2003-12)

摘　　要：复合混凝土空心砌块具有保温、隔热、承重、节能、施工方便等诸多优点,是节能建筑的新型墙体材料之一。基于复合混凝土空心砌块砌体受压及受剪的试验结果,对该砌块砌体受压和受剪承载力进行了理论计算和分析比较,为复合混凝土空心砌块砌体的应用提供参考。Composite hollow concrete block is one of the new wall materials in building for energy conservation. It has many advantages including thermal insulation, load-bearing, energy conservation, and profitable construction. Based on the experimental results of compression and shear strength of composite hollow concrete block masonry, the compression and shear strength of masonry are calculated and analyzed in this paper. Some suggestions are proposed for wildly application of this kind of block.

关 键 词：复合混凝土空心砌块砌体 受压 受剪 承载力 

分 类 号：TU528[建筑科学—建筑技术科学]