水利水电技术2009，Vol.40Issue(11)：94-98,5.
乌江彭水水电站导流洞第一标段洞身混凝土施工技术
Concrete construction technique for lining of diversion tunnel ( No. 1 tender section) of Pengshui Hydropower Station on Wujiang River
李小红 1卯战革 1孙洪涛1
作者信息
- 1. 中国水利水电十一工程局有限公司,河南,三门峡,472000
- 折叠
摘要
Abstract
During the construction of the concrete lining for the diversion tunnel (No. 1 tender section) of Pengshui Hydropower Station on Wujiang River, the reinforcement assembling for large section is realized with a kind of self-made movable trolley for the assembling. Moreover, the technologies of movable full-section and half-section steel formwork carriers and manual formwork erection, etc. are also applied to the construction of formwork for the concrete lining and the concrete lining for the large Ushaped section of the tunnel with quickened construction progress, enhanced construction efficiency, lowered construction cost and higher construction safety, which can be widely popularized to the similar projects concerned.关键词
导流洞/混凝土衬砌/施工方法/乌江彭水水电站Key words
diversion tunnel/ concrete lining/ construction technique/ Pengshui Hydropower Station on Wujiang River分类
建筑与水利引用本文复制引用
李小红,卯战革,孙洪涛..乌江彭水水电站导流洞第一标段洞身混凝土施工技术[J].水利水电技术,2009,40(11):94-98,5.
