摘要
总干线一、二级泵站高压出水钢筋混凝土岔管 ,应用限裂设计原理 ,采用高压固结灌浆加强围岩以及相应的防渗措施减少内水外渗的方法 ,替代钢岔管 ,取得施工简便、节省投资、缩短工期的较好效果。
The theory of limit crack width was adoped in the design of high pressure reinforcd concrete manifold of GMPS1&2,high pressure consolidation grouting was applied to strengthen the surrounding rock and anti-seepage measurement was used to decrease the leakage.Using concrete lining in the manifold instead of steel lining achieved preferable results such as simpling construction,saving cost and shortening the time limit of the project.
出处
《水利水电工程设计》
2001年第1期5-7,共3页
Design of Water Resources & Hydroelectric Engineering
关键词
岔管
水力劈裂
防渗
引黄入晋工程
钢筋混凝土
manifold,hydro-jaking,limit,crack,width,anti-seepage,Yellow River Diversion Project.