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内注泡沫混凝土空心砌块墙体抗震性能的试验研究
引用本文:叶燕华,李利群,孙伟民,顾忠,成金高.内注泡沫混凝土空心砌块墙体抗震性能的试验研究[J].地震工程与工程振动,2004,24(5):154-158.
作者姓名:叶燕华  李利群  孙伟民  顾忠  成金高
作者单位:南京工业大学土木学院,江苏,南京,210009;江苏省墙改办,江苏,南京,210024;盐城市墙改办,江苏,盐城,224001
基金项目:江苏省墙改办、盐城市墙改办项目,江苏省建设厅项目(JS-200219)
摘    要:本文通过内注泡沫混凝土空心砌块与未注泡沫混凝土空心砌块砌体在低周反复荷载作用下的对比试验,研究了具有良好热工性能空心砌块砌体的破坏形态、抗剪承载力、变形特性等抗震性能。试验结果分析表明.内注泡沫混凝土的空心砌块,能提高墙体的开裂荷载和极限荷载,改善了混凝土空心砌块砌体的抗剪承载力。

关 键 词:混凝土空心砌块  砌体墙  内注泡沫混凝土  抗震性能
文章编号:1000-1301(2004)05-0154-05

Experimental study on seismic behaviors of hollow block wall filled with foaming concrete
Ye Yanhua.Experimental study on seismic behaviors of hollow block wall filled with foaming concrete[J].Earthquake Engineering and Engineering Vibration,2004,24(5):154-158.
Authors:Ye Yanhua
Abstract:The failure modes, resistance capacity, deformation properties and other seismic behaviors of concrete hollow block masonry with good thermal characteristics have been studied by the low cyclic reverse loading test as well as comparative test on walls with or without filled foaming concrete. The analysis of the test results show that the masonry wall filled with foaming concrete can increase cracking-resistance, and load-bearing capacity, and improve strength of walls'.
Keywords:concrete hollow block  masonry wall  filled foaming concrete  seismic behavior
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