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洪家渡水电站边坡处理中的预应力锚固技术
引用本文:湛正刚,李晓彬,黄琼,杨秋.洪家渡水电站边坡处理中的预应力锚固技术[J].贵州水力发电,2005,19(2):48-50.
作者姓名:湛正刚  李晓彬  黄琼  杨秋
作者单位:中国水电贵阳勘测设计研究院,贵州,贵阳,550002
摘    要:通过预应力锚固技术在洪家渡水电站左右岸坝肩边坡、左岸进水口顺向坡、溢洪道进出口边坡、引水隧洞进水口边坡及2号塌滑体等部位的应用, 达到了工程安全经济和加快施工进度的目的, 取得了岩溶地区预应力锚固技术设计施工的大量经验, 为预应力锚固技术在水电工程的应用提供了典型实例。

关 键 词:水利工程施工  边坡  预应力锚固技术  洪家渡水电站
文章编号:1007-0133(2005)02-0048-03
修稿时间:2004年2月3日

Pre-stress Anchor Technology Applied In Slope Treatment Of Hongjiadu Hydropower Station
ZHAN Zheng-gang,LI Xiao-bin,HUANG Qiong,YANG Qiu.Pre-stress Anchor Technology Applied In Slope Treatment Of Hongjiadu Hydropower Station[J].Guizhou Water Power,2005,19(2):48-50.
Authors:ZHAN Zheng-gang  LI Xiao-bin  HUANG Qiong  YANG Qiu
Abstract:The application of pre-stress anchor technology in slopes on the both right and lert banks,consequent slope of the inlet on the left bank,inlet and outlet slopes of spillway,inlet slope of conduit tunnel and landslide 1# of Hongjiadu Hydropower Station made the project safe,economic and fast,obtained experience of pre-stress anchor technology design and construction in karst areas,and presented a successful example for application of pre-stress anchor technology in hydraulic projects.
Keywords:construction of hydraulic project  slope  pre-stress anchor technology  Hongjiadu Hydropower Station
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