摘要
根据红庆梁煤矿主斜井变形段的实际变形情况,提出了两种变形段处理方案,并介绍了两种加固方案的具体施工方法,通过现场监测,指出钢梁锚索加固+铺网架棚+喷浆加固方案支护效果较好,保证了施工安全。
According to actual deformation conditions of major inclined shaft deformation section of Hongqingliang coal mine,the paper puts forward two kinds of deformation processing schemes,and introduces their specific construction methods of two kinds of reinforcement schemes.Through in-situ monitoring,it points out that: the support effect of steel-beam anchor cable reinforcement + paving shed + casting reinforcement is better,which guarantees construction security.
出处
《山西建筑》
2016年第1期77-78,共2页
Shanxi Architecture
关键词
主斜井
变形段
钢梁锚索
架棚支护
major inclined shaft
deformation section
steel-beam anchor cable
shed supporting