砌碹巷道壁后注浆充填支护技术及工程应用  

Filling Support Technology and Engineering Application of Backwall Grouting of Brickwork Roadway

作　　者：敬毅 蔡明华 李东奎 郑育春 

机构地区：[1]陕西能源集团有限公司凉水井煤矿,陕西神木713913

出　　处：《煤炭技术》2017年第9期26-28,共3页Coal Technology

摘　　要：总结了某矿砌碹巷道变形破坏特征,数值模拟分析了砌碹巷道破坏机理,认为改善"支护-围岩"关系,使支护体和围岩形成有效承载体是保持砌碹巷道整体稳定的关键,据此提出了碹体壁后注浆充填的补强支护方案,并结合现场实际确定了采用高水充填材料注浆充填时合理的注浆管布置、注浆压力等参数,最终在工程实践中取得了良好的支护效果。Summarizes the deformation and failure characteristics of a mine arch roadway, numerical simulation analysis of the damage mechanism of the arching roadway, that improve the ＂support and rock＂ relationship, so that the supporting body and the surrounding rock form an effective carrier is to maintain the overall archway puts forward the reinforcement support scheme of grouting filling after the arch body wall, and the parameters such as reasonable grouting pipe layout and grouting pressure are used to fill the grouting with high water achieved good support effect. filling material, and finally in the engineering practice has

关 键 词：砌碹巷道 壁后注浆 高水材料 

分 类 号：TD353[矿业工程—矿井建设]