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中断面圆形隧洞混凝土衬砌快速施工方法
引用本文:张瑞萍,卢刚,付永春.中断面圆形隧洞混凝土衬砌快速施工方法[J].水利与建筑工程学报,2008,6(1):91-94.
作者姓名:张瑞萍  卢刚  付永春
作者单位:曲靖能阳水利水电勘察设计有限公司,云南,曲靖,655000
摘    要:达开水电站冲砂隧洞全长395.3 m,采用快速施工技术对隧洞进行混凝土衬砌,仅40 d就完成整个洞身的混凝土衬砌工作,日衬砌混凝土9.9 m,创造了较快的中断面圆形隧洞混凝土衬砌记录。文章对施工中采取的一些新工艺、新方法进行了介绍,并对该方法的优缺点进行了评析。

关 键 词:中断面  圆形隧洞  混凝土衬砌  快速  施工技术
文章编号:1672-1144(2008)01-0091-04
收稿时间:2007-09-27
修稿时间:2007-11-17

Rapid Construction of Concrete Lining for Circular Tunnel with Middle Section
ZHANG Rui-ping,LU Gang,FU Yong-chun.Rapid Construction of Concrete Lining for Circular Tunnel with Middle Section[J].Journal of Water Resources Architectural Engineering,2008,6(1):91-94.
Authors:ZHANG Rui-ping  LU Gang  FU Yong-chun
Affiliation:Qujing NengYang Investigation and Design Co.Ltd.of Water Conservancy and Hydropower;Qujing;Yunan 655000;China
Abstract:The scouring tunnel of Dakai Hydropower Station, being 395.3 meters long, is lined with concrete by using a rapid construction technique in 40 days, accomplishing the lining of 9.9 meters every day to create a faster construction record in concrete lining for a circular tunnel with a middle section. Some new methods adopted in the construction of concrete lining are introduced and evaluated.
Keywords:middle section  circular tunnel  concrete lining  fast rate  construction technique
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