摘要
铜绿山矿新南风井-185m石门围岩条件复杂,有一较大裂隙穿过该地段,石门原已施工混凝土拱墙支护,在进行出水点顶水注浆前压水试验时,发现该支护段大量漏水,遂采取壁后注浆。
The geological condition of host rock is complicated and a wider fissure cross over at -185m crosscut for new south airshaft in Tonglushan Mine. The arch and walls of crosscut was primary supported with concrete lining. But during the pressing water test before grouting against water at the water outlet, it was founded that a great deal of water leaks happened in the supported zone. And then a backwall injection was applied to the zone with a satisfactory result.
出处
《矿业研究与开发》
CAS
1999年第S1期14-16,共3页
Mining Research and Development
关键词
风井石门
壁后注浆
封堵渗漏水
Crosscut of air shaft, Backwall injection, Interception of water leak