水电站调压井竖井滑模施工与安全管理分析  

Slipform Construction and Safety Management Analysis of Surge Shaft in Hydropower Station

作　　者：孙伟东 SUN Wei-dong(Sinohydro Engineering Bureau 8 Co.,Ltd.,Changsha 410000,China)

机构地区：[1]中国水利水电第八工程局有限公司,长沙410000

出　　处：《价值工程》2021年第19期110-112,共3页Value Engineering

摘　　要：水电站调压井竖井往往直径大、井身高,混凝土浇筑施工难度较大,通过滑模施工方法的运用可高效、安全完成竖井混凝土作业。本文首先探讨了滑模结构与工作原理,其后围绕木里河上通坝水电站调压井竖井滑模施工方法与安全管理工作展开详细分析,以期可供参考。Surge shafts of hydropower stations are often large in diameter and height,making concrete pouring more difficult.The use of slipform construction methods can efficiently and safely complete shaft concrete operations.This paper first discusses the structure and working principle of the slipform,and then carries out detailed analysis on the slipform construction method and safety management of the surge shaft of the Shangtongba Hydropower Station on the Muli River for reference.

关 键 词：水电站 竖井 滑模结构 施工方法 安全管理 

分 类 号：TV741[水利工程—水利水电工程]