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某基坑事故原因分析及加固处理
引用本文:陈启辉,孙剑平,郭秋英. 某基坑事故原因分析及加固处理[J]. 建筑结构, 2006, 36(11)
作者姓名:陈启辉  孙剑平  郭秋英
作者单位:山东建筑工程学院土木工程学院,济南,250014;山东建筑工程学院土木工程学院,济南,250014;山东建筑工程学院土木工程学院,济南,250014
摘    要:针对某悬臂支护基坑事故的设计和施工过程,从基坑支护型式和设计计算、施工方法、施工顺序、地下水等方面进行分析,指出该基坑在控制位移上选用支护型式、考虑相邻环境影响、施工方法及顺序等方面存在的问题。经详细考虑诸多因素和该工程现状,确定从减轻悬臂桩支护的后方压力和减轻支护变形两方面解决,提出了采用基坑外降低部分水位,同时在悬臂桩上加预应力锚拉的加固处理方案,取得了较好的效果。

关 键 词:悬臂式支护  边坡位移  事故  预应力锚杆  加固

Analysis and Reinforcing Measure of a Cantilever Timbering Accident of Excavation
Chen Qihui,Sun Jianping,Guo Qiuying. Analysis and Reinforcing Measure of a Cantilever Timbering Accident of Excavation[J]. Building Structure, 2006, 36(11)
Authors:Chen Qihui  Sun Jianping  Guo Qiuying
Abstract:Aiming at design and construction process of a cantilever timbering accident,support type and calculation,construction method,construction process and underground water are analyzed.The problems which exist in support type choosen in the displacement control aspect,the nearby condition influence and construction are pointed out.By analyzing these factors and actual project,these problems can be solved by reducing power and deformation of cantilever timbering.The method of reinforcement using lowering underground partial water in outer pit and adopting prestressed anchor on cantilever timbering is put forward.The results show that the support effect is satisfying,and excavation safety is insured.
Keywords:cantilever timbering  slope displacement  accident  prestressed anchor  reinforcement  
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