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锚杆支护及在高承压水土层基坑中的应用
引用本文:方东.锚杆支护及在高承压水土层基坑中的应用[J].地质科技情报,2005,24(Z1):74-76.
作者姓名:方东
作者单位:中国地质大学研究生院,武汉,430074;深圳市岭南金城建筑工程公司,深圳,广东,518000
摘    要:在邻海地区富含高承压水的土层中施工预应力锚杆支护工程的难度很大.介绍了锚杆的构造、作用机理、施工工艺以及决定锚杆施工质量的关键技术.以深圳某商住楼基坑施工为例,探讨了在承压水土层中采用锚杆支护的方法,创造性地提出了"先堵水后注浆"的施工工艺,可供沿海、沿江地区的类似工程借鉴.

关 键 词:承压水土层  预应力锚杆  注浆方法
文章编号:1000-7849(2005)S0-0074-03
修稿时间:2005年3月28日

Anchored Bar Supporting and Its Application in Excavation of Soil with Highly Confined Aquifer
FANG Dong.Anchored Bar Supporting and Its Application in Excavation of Soil with Highly Confined Aquifer[J].Geological Science and Technology Information,2005,24(Z1):74-76.
Authors:FANG Dong
Abstract:This paper introduces the structure, working principle, construction process of anchored bar and the most important factor affecting constructing quality of anchored bar. It is very difficult to construct prestress anchored bar in the area near sea that contains many highly confined aquifers. The paper discusses methods of anchored bar supporting in soil with confined aquifer and puts forward creatively constructing process of blocking up first and then grouting for a case of excavation, which can be refered by similar engineering located in the area near seas or rivers.
Keywords:soil with confined aquifer  prestress anchored bar  method of grouting  
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