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侧向静载下装配式复合墙模型试验研究
引用本文:张勣翔,许宏发,陈明雄.侧向静载下装配式复合墙模型试验研究[J].地下空间与工程学报,2011,7(4):695-699,769.
作者姓名:张勣翔  许宏发  陈明雄
作者单位:1. 上海市民防监督管理处,上海,200020
2. 解放军理工大学工程兵工程学院,南京,210007
基金项目:国家973计划资助(2009CB724608)
摘    要:装配式复合地下连续墙的接头形式主要有焊接钢板连接和钢筋混凝土扶壁柱连接两种,其侧向抗力是地下结构研究的重点.本文通过复合墙侧向静载模型试验,进行了两种接头形式复合墙体的承载能力和整体性能的研究.试验结果表明两种接头形式的复合墙均能承受较大的静力荷载,钢板接头和扶壁柱接头复合墙侧向最大等效均布面荷载均值分别为631 kP...

关 键 词:装配式复合墙  地下连续墙  模型试验

Model Test of Assembled Composite Walls under Lateral Static Load
Zhang Jixiang,Xu Hongfa,Chen Mingxiong.Model Test of Assembled Composite Walls under Lateral Static Load[J].Chinese Journal of Underground Space and Engineering,2011,7(4):695-699,769.
Authors:Zhang Jixiang  Xu Hongfa  Chen Mingxiong
Affiliation:Zhang Jixiang1,Xu Hongfa2,Chen Mingxiong2(1.Shanghai Civil Defence Supervision Administration,Shanghai 200020,China,2.Engineering Institute of Engineering Corps,PLA University of Science and Technology,Nanjing 210007,China)
Abstract:There are mainly two sorts of joint for the assembled composite underground diaphragm walls,namely,the welded steel plate and the counterfort column with reinforced concrete.Their lateral resistance is the key point in investigation on underground structure.By means of model tests on the assembled compound walls under lateral static load,the lateral bearing capacity and the ensemble performance on the compound walls with two sorts of joint(two test pieces for the steel plate joint and two test pieces for th...
Keywords:assembled compound walls  underground diaphragm walls  model test  
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