| 速成墙板偏心受压性能的试验与初步分析 |
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| 引用本文： | 刘杰,付宝亮.速成墙板偏心受压性能的试验与初步分析[J].四川建筑科学研究,2005,31(6):40-41,48. |
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| 作者姓名： | 刘杰 付宝亮 |
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| 作者单位： | 天津大学建工学院,天津,300072;天津大学建工学院,天津,300072 |
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| 摘 要： | 建筑体系的发展，应建立在建材制品超前研制和开发的基础上。当前，墙体材料的改革及实心粘土砖的禁用已经是大势所趋。本文通过对几种不同形式的速成墙板偏心受压试验结果及理论分析，对速成墙板隔孔灌注混凝土时的偏心受压性能进行了探讨。结果表明，速成墙板隔孔灌注混凝土偏心受压破坏形式为失稳破坏，其抗压承载力满足普通多层房屋建筑的承载力要求，理论分析结果与试验结果符合较好。
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| 关 键 词： | 速成墙板 偏心受压 失稳破坏 |
| 文章编号： | 1008-1933（2005）06-0040-02 |
| 收稿时间： | 2004-10-27 |
| 修稿时间： | 2004-10-27 |
Experimental and theoretical research of rapid wall filled with concrete under eccentric axial load |
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| LIU Jie,FU Bao-liang.Experimental and theoretical research of rapid wall filled with concrete under eccentric axial load[J].Building Science Research of Sichuan,2005,31(6):40-41,48. |
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| Authors: | LIU Jie FU Bao-liang |
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| Affiliation: | School of Civil Engineering and Architecture, Tianjin University, Tianjin 300072, China |
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| Abstract: | In this paper,the performance of the rapid wall with concrete filled under eccentric axial load will be tested.There are three kind of test specimens with the total number is seven.The research results shows that the failure mode of the test specimens is buckling and the capacity of pressing force of the rapid wall with concrete filled one or more holes(less than three holes) is enough for the tier buildings.The results of the theoretical analysis inosculate well with the results of the test. |
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| Keywords: | rapid wall eccentric axial load buckling failure |
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