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深基坑桩喷射混凝土支护破坏与防治
引用本文:刘剑平,陈啸,朱浮声,刘斌.深基坑桩喷射混凝土支护破坏与防治[J].低温建筑技术,2006(5):98-100.
作者姓名:刘剑平  陈啸  朱浮声  刘斌
作者单位:东北大学结构工程研究所,辽宁,沈阳,110004
基金项目:辽宁省沈阳建委科研基金
摘    要:探讨了寒冷地区桩锚支护的桩间土喷锚支护破坏原因及防治措施。并结合工程实例对纤维+粉煤灰喷射混凝土的增阻裂效果进行试验分析,试验证明这种双掺喷射混凝土支护形式是可行的,效果是明显的。

关 键 词:深基坑  喷射混凝土  破坏机制  “双掺”  纤维  粉煤灰  冻融作用
文章编号:1001-6864(2006)05-0098-03
收稿时间:2006-06-29
修稿时间:2006-06-29

DESTRUCTION MECHANISM AND TREATMENT OF SHOTCRETE SUPPORT OF SOIL AMONG PILES IN DEEP FOUNDATION PIT
LIU Jian-ping,CHEN Xiao,ZHU Fu-sheng,LIU Bin.DESTRUCTION MECHANISM AND TREATMENT OF SHOTCRETE SUPPORT OF SOIL AMONG PILES IN DEEP FOUNDATION PIT[J].Low Temperature Architecture Technology,2006(5):98-100.
Authors:LIU Jian-ping  CHEN Xiao  ZHU Fu-sheng  LIU Bin
Affiliation:Institute of Structure Engineering , Northeastern University, Liaoning Shenyang 110004, China
Abstract:Destruction reasons and treatment measures of shotcrete support of soil among piles inpile-anchor supportin northcold areas were discussedinthis pspre.Base onengineeringcases,the experimentof the crack-impeding effect of fiber fly ash shotcrete was carried out.It is proved that the“bi-adding”shotcrete support is feasible and effective.
Keywords:deep foundation pit  shotcrete  destruction mechanism  bi - adding  fiber  fly ash  freeze - thaw action
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