千米深井巷道围岩强化动态控制技术研究  

Research on Roadway Surrounding Rock Reinforcement and Dynamic Control Technology in Shaft About 1000m Deep

作　　者：张兴才[1] 刘昆[2] 

机构地区：[1]淮南矿业集团公司朱集矿井建设项目部,安徽淮南232001 [2]中国矿业大学煤炭资源与安全开采国家重点实验室,江苏徐州221008

出　　处：《中州煤炭》2011年第7期10-12,89,共4页Zhongzhou Coal

摘　　要：对朱集矿千米深井软岩巷道的支护形式进行了研究,通过对锚架注联合支护下巷道的破坏原因分析,并结合巷道收敛位移监测结果、巷道破坏形态观测,得出结论:千米深井软岩巷道采用锚架注联合支护方式能适应高应力软岩巷道压力和变形的需要。Studied the supporting way in soft-rock roadway about 1000 m Shaft of Zhuji Coal Mine,based on the analysis on damage reason of roadway using comprehensive supporting with bolt,anchor cable,erecting steel shed,grouting and guniting,combined with monitoring results of roadway convergence displacement and observation of roadway damage morphology,a conclusion was drawn that,comprehensive supporting with bolt,anchor cable,erecting steel shed,grouting and guniting can adapt the needs of high stress roadway under pressure and deformation in soft-rock roadway about 1000 m Shaft.

关 键 词：千米深井 软岩巷道 锚架注联合支护 

分 类 号：TD353[矿业工程—矿井建设]