龙固煤矿中央泵房围岩控制技术研究  

Research on Surrounding Rock Control Technology of Central Pump Room in Longgu Mine

作　　者：代春泉[1] 侯明阳[1] 杜金顿 

机构地区：[1]山东科技大学土木工程与建筑学院,山东青岛266590 [2]山东科技大学矿业与安全工程学院,山东青岛266590

出　　处：《煤炭技术》2016年第11期153-155,共3页Coal Technology

基　　金：国家自然科学基金资助项目(51379119);山东科技大学矿山灾害预防控制省部共建国家重点实验室培育基地开放课题基金项目(MDPC2013ZR03);山东科技大学人才引进科研启动基金项目(2014RCJJ027)

摘　　要：龙固煤矿中央泵房埋深-855 m,围岩变形大、支护风险高。为解决中央泵房硐室围岩的支护难题,基于先"柔"后"刚"的模式提出了锚网索喷让压+锚注联合支护方案,并分别通过理论分析和数值模拟对泵房围岩注浆效果进行了研究,取得了较好的围岩加固效果。The Longgu mine central pump room is -855m in buried depth, which faces with the problem of large deformation of surrounding rock and supporting difficulty. In order to solve the difficulty problem of surrounding rock control in the central pump room, the combined support scheme of bolt-mesh-anchor - pressure relief ＋ bolt-grout have been put forward based on the model of ＂flexible＂ and ＂rigid＂, and studied respectively by theoretical analysis and numerical simulation of wall rock grouting effect,which obtain good effect of surrounding rock reinforcement.

关 键 词：锚注支护 中央泵房 围岩控制 

分 类 号：TD353[矿业工程—矿井建设]