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盾构出洞冻结加固拱棚结构内力分析
引用本文:朱学银,张水宾,熊旺. 盾构出洞冻结加固拱棚结构内力分析[J]. 山西建筑, 2007, 33(4): 275-276
作者姓名:朱学银  张水宾  熊旺
作者单位:中国矿业大学建筑工程学院,江苏徐州 221008
摘    要:将盾构出洞冻结法加固拱形结构近似为单心固定无铰拱模型,并对模型进行内力计算和验算,验证了无铰拱模型是该类工程一种可行的计算简化模型,为类似工程设计提供参考。

关 键 词:盾构  冻结加固  拱棚结构  内力分析
文章编号:1009-6825(2007)04-0275-02
修稿时间:2006-08-22

Inner force analysis of arch shed structure reinforced by freezing whose shield is unkenneling
ZHU Xue-yin,ZHANG Shui-bin,XIONG Wang. Inner force analysis of arch shed structure reinforced by freezing whose shield is unkenneling[J]. Shanxi Architecture, 2007, 33(4): 275-276
Authors:ZHU Xue-yin  ZHANG Shui-bin  XIONG Wang
Affiliation:ZHU Xue-yin ZHANG Shui-bin XIONG Wang
Abstract:The arch shed structure reinforced by freezing whose shield is unkenneling is approximated to a one-centered model reinforced without reamed arch.The inner force of this model is calculated and checked,which shows this model is a feasible and simplified calculation model and supplies reference to the similar project designs.
Keywords:shield  reinforcement by freezing  arch shed structure  inner force analysis
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