四川水力发电2025，Vol.44Issue(5)：21-25,5.DOI:10.20196/j.cnki.scslfd.20250505
叶巴滩电站尾水出口闸室混凝土施工技术
Construction technology of sluice chamber at the tail water outlet of Yebatan Hydropower Project
梁大中 1冯海波2
作者信息
- 1. 中国安能集团第三工程局有限公司成都分公司,四川 成都 611130
- 2. 水电水利规划设计总院,北京 100011
- 折叠
摘要
Abstract
The construction of the tailwater outlet lock chamber is an important part of the construction of the water diversion power generation system.Due to the particularity of the structure of water conservancy engi-neering,the reinforced concrete structure of piers,walls and beams of the tailwater outlet sluice chamber is generally larger,and the self-weight is high and the reinforcement configuration density is high.As a perma-nent structure,the concrete construction quality of the lock chamber is high.The concrete construction of the tailwater outlet sluice chamber often has problems such as narrow construction site,single construction means,and tight construction period,and the concrete construction faces many challenges such as safety and winter construction,which seriously affects the construction safety and efficiency.How to quickly and effectively or-ganize on-site construction is the focus of the project,and this paper summarizes the construction of the tail wa-ter outlet sluice chamber of Yebatan Hydropower Project,which can be used as a reference for similar projects.关键词
叶巴滩水电站/尾水隧洞/尾水出口闸室/混凝土施工Key words
Yebatan Hydropower Project/tailwater tunnel/tailwater outlet sluice chamber/concrete construction分类
水利科学引用本文复制引用
梁大中,冯海波..叶巴滩电站尾水出口闸室混凝土施工技术[J].四川水力发电,2025,44(5):21-25,5.
