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保温墙模复合剪力墙试验研究
引用本文:刘元珍,李珠.保温墙模复合剪力墙试验研究[J].太原理工大学学报,2008,39(2):167-170.
作者姓名:刘元珍  李珠
作者单位:太原理工大学,建筑与土木工程学院,山西,太原,030024
基金项目:国家自然科学基金 , 山西省自然科学基金 , 太原理工大学校科研和教改项目
摘    要:针对免拆保温墙模复合剪力墙体系开展试验研究.通过复合剪力墙及普通剪力墙轴压试验,确定单片复合剪力墙在轴向压力作用下的承栽能力,了解复合剪力墙的破坏形态、变形能力.试验表明免拆模复合剪力墙在屈服之前表现出良好的承载力,其破坏首先发生在连梁处,破坏时持续的时间较长.通过平面外位移分析表明,复合带缝剪力墙具有很好的整体工作性能及平面外稳定性.

关 键 词:保温  复合剪力墙  承载力  平面外稳定  免拆保温墙模  复合剪力墙  轴压试验  研究  Heat  Preservation  Shear  Wall  Complex  Study  平面外稳定性  性能  工作  带缝剪力墙  分析表  位移  时间  连梁  发生  破坏形态  承载力  表现
文章编号:1007-9432(2008)02-0167-04
收稿时间:2007-05-09
修稿时间:2007年5月9日

Experimental Study on Complex Shear Wall with Heat Preservation Formwork
LIU Yuan-zhen,LI Zhu.Experimental Study on Complex Shear Wall with Heat Preservation Formwork[J].Journal of Taiyuan University of Technology,2008,39(2):167-170.
Authors:LIU Yuan-zhen  LI Zhu
Abstract:Experimental study on complex shear wall structure with heat preservation formwork was engaged in.Based on the complex shear wall and common shear wall specimens experiment under the axial loading,some characteristics of the new structure were analyzed,including the bearing capacity,failure mode,distortion capability.The experiment results show that complex shear walls have excellent bearing capacity before yielding,and the duration between yielding to failure is longer.Its failure crack occurred at the connect beam firstly.Displacement analysis shows that complex shear wall has enough outer plane stability,and has perfect work behaviors as a whole.
Keywords:heat preservation  complex shear wall structure  bearing capacity  out plane stability
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