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福堂水电站调压井工程快速施工技术
引用本文:骆志明,杨兴国,肖培伟,尹坤.福堂水电站调压井工程快速施工技术[J].四川水力发电,2006,25(2):37-39.
作者姓名:骆志明  杨兴国  肖培伟  尹坤
作者单位:1. 四川大学,水电学院,四川,成都,610065
2. 国电大渡河瀑布沟水电站建设分公司,四川,成都,610016
摘    要:福堂水电站圆筒阻抗式调压井工程开挖直径31.0m,衬砌后直径27.0m,井深117.7m,工程规模巨大且所处工程地质条件较差,施工安全问题比较突出,施工工期也比较紧。2003年12月中旬,该工程比原计划提前4.5个月完建。结合福堂调压井施工过程,介绍了在不良地质条件下大型调压井工程的快速施工技术,供同类工程参考。

关 键 词:福堂水电站  调压井工程  快速施工技术
文章编号:1001-2184(2006)02-0037-03
收稿时间:2005-06-15
修稿时间:2005年6月15日

Rapid Construction Technique for Surge Tank at Futang Hydropower Station
LUO Zhi-ming,YANG Xing-guo,XIAO Pei-wei,YIN Kun.Rapid Construction Technique for Surge Tank at Futang Hydropower Station[J].Sichuan Water Power,2006,25(2):37-39.
Authors:LUO Zhi-ming  YANG Xing-guo  XIAO Pei-wei  YIN Kun
Abstract:At Futang hydropower station, the cylinder restricted surge tank is 31.0m in diameter after excavation , 27.0m in diameter after lining and 117.7m in depth. It is a large-scaled project in bad geological condition. Safety during construction is paid great attention and construction period is also short. The project was completed 4.5 months ahead of time . This paper describes rapid construction technique for such large surge tank in bad geological condition during construction and provides reference to similar projects.
Keywords:Futang hydropower station  surge tank  rapid construction technique  
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