摘要
文章结合东湖输水隧洞开挖掌子面多孔高压涌水的实际情况,重点介绍承压水减压及掌子面系统超前预注浆的涌水治理原则、施工工艺的制定过程及施工方法,运用该施工技术顺利地通过F42断层影响带,取得了良好的工程效果。希望能为类似工程提供借鉴。
Combined with the actual situation of multi orifice high pressure gushing water on drift face in excavation of Donghu water-conveyance tunnel,the paper emphatically introduces the decompression of confined water and the treatment gushing water principle of the advance pre-grouting of the drift face system,formulation process of construction technology and construction method.The project construction successfully passes the F42 fault influence belt by using the technique,and achieves good engineering results.
出处
《东北水利水电》
2017年第9期9-11,14,共4页
Water Resources & Hydropower of Northeast China
关键词
隧洞研究
多孔
高压
涌水
超前系统注浆
施工技术
tunnel excavation
multi orifice high pressure
gushing water
construction technique