水力发电2012，Vol.38Issue(1)：44-46,49,4.
泸定水电站大坝抗震梁的设计优化与施工方法
Design Optimization and Construction of Aseismic Beam in Luding Dam
胥彦刚 1李明辉1
作者信息
- 1. 中国人民武装警察部队水电第三总队第九支队,四川成都611130
- 折叠
摘要
Abstract
The Luding Hydropower Station is located at high seismic zone. The dam aseismic structures mainly consists of the horizontal geogrid between EL. 1 350-1 382 m with a interval of 2 m in dam body, the horizontal cellular aseismic beams in EL. 1 365, 1 371 and 1 377 m in dam body and the cellular aseismic beams in upstream and downstream slope between EL. 1 365-1 381 m. The horizontal cellular aseismic beams in dam body are firstly adopted in China. The design optimization and construction of aseismic beams are introduced herein for reference to similar projects.关键词
大坝/抗震梁/优化设计/施工方法/泸定水电站Key words
dam/ aseismic beam/ design optimization/ construction method/ Luding Hydropower Station分类
建筑与水利引用本文复制引用
胥彦刚,李明辉..泸定水电站大坝抗震梁的设计优化与施工方法[J].水力发电,2012,38(1):44-46,49,4.
