地下结构综合管沟变形缝渗漏水处理效果分析  

Analysis of Treatment Effect to Water Leakage of Common Service Tunnel Movement Joint in Underground Structure

作　　者：肖建波 

机构地区：[1]中国二十冶集团有限公司,上海201900

出　　处：《城市建筑》2014年第18期170-170,共1页Urbanism and Architecture

摘　　要：某工程地下结构综合管沟基础位于天然地基基础及淤泥层等软弱土层上，变形缝是产生渗漏薄弱环节。本文采用固结补强方法，对综合管沟变形缝渗漏水的堵漏效果进行了研究。The foundation of common service tunnel in un-derground structure in some engineering is located in the natural foundation and silt layer which is a soft soil layer, the movement joint is the weak link of leakage. By the method of consolidation and strengthening, the paper studies the effect of preventing leakage to water leakage of common service tunnel movement joint comprehensive pipeline deformation crack seepage plugging effect were studied.

关 键 词：综合管沟 变形缝 渗漏水处理 固结补强 

分 类 号：TU81[建筑科学]