摘要
金竹水电站挡水建筑物为混凝土面板堆石坝,在遭遇超标准洪水后6～8号坝块面板抬升破坏。决定对受破坏面板进行分块凿除,重新浇筑处理。本文详细介绍了金竹水电站混凝土面板堆石坝面板修复施工方案的施工工艺和设计控制参数。
The water retaining structure is the rockfill dam with concrete facing in jinzhu water power station. The failure of facing lifting occurs in 6-8 monolith in the deluge. The damaged concrete facing is demolished and is repaired. The paper introduces the construction and the design parameters of concrete facing reconstruction in Jinzhu water power station.
出处
《东北水利水电》
2008年第3期50-51,70,共3页
Water Resources & Hydropower of Northeast China
关键词
混凝土面板
修复施工
金竹水电站
concrete facing
reconstruction
Jinzhu water power station.
