深井动压巷道锚杆索支护性能分析  

Performance Analysis of Bolt and Cable Support in Dynamic Pressure Roadway of Deep Mine

作　　者：吴义泉[1] 赵艺伟 唐庆腾 WU Yi-quan;ZHAO Yi-wei;TANG Qing-teng(Zhujixi Coal Mine,Zhujixi Branch of Wanbei Coal and Power Group,Huainan 232097,China;State Key Laboratory of Coal Resources and Safe Mining,China University of Mining and Technology,Xuzhou 221116,China)

机构地区：[1]皖北煤电集团朱集西分公司朱集西煤矿,安徽淮南232097 [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221116

出　　处：《煤炭技术》2021年第9期36-38,共3页Coal Technology

摘　　要：随着浅部煤炭资源的枯竭,煤炭开采深度越来越大,适用于浅部巷道的锚网支护体系不再适用于深部巷道,安徽淮南朱集西煤矿属于千米深井,其中13-1煤层工作面利用卸压保护开采,存在工作面接替紧张问题,13501工作面轨道顺槽在掘进期间将受到不同程度的动压影响,现有锚网支护体系不能解决其围岩大变形问题,因此进行深井动压巷道锚杆索支护性能研究,优化支护方案,保证矿井的安全高效生产。With the depletion of shallow coal resources, the depth of coal mining is getting deeper and deeper, the bolt mesh support system suitable for shallow roadway is no longer suitable for deep roadway, Anhui Huainan Zhujixi coal mine is a kilometer deep mine, in which 13-1 coal face uses pressure relief to protect mining, there is the problem of face replacement tension, 13501 the track gateway of working face will not be affected by dynamic pressure to a certain extent during excavation,and the existing bolt mesh support system can not solve the problem of large deformation of surrounding rock. Therefore, it is necessary to study the bolt cable support performance of deep mine dynamic pressure roadway, optimize the support scheme, and ensure the safe and efficient production of the mine.

关 键 词：锚网支护 巷道围岩控制 千米深井 围岩大变形 深井动压 

分 类 号：TD353[矿业工程—矿井建设]