摘要
为解决曙光煤矿1218工作面运输巷掘进过程中两帮变形量大及片帮严重的问题,运用松动圈测试技术对巷道两帮围岩的松动范围进行分析,结合运输巷围岩变形破坏的情况,对注浆加固方案进行具体设计。结果表明,两帮采用注浆加固+补强锚索的加固方案后,顶底板最大移近量为90 mm,两帮最大移近量为170 mm,有效的控制巷道两帮的变形,保证了巷道围岩的稳定。
In order to solve the situation that the deformation of the two sides was large and serious during the mining of the1218 working face, the loosening range of the surrounding rock of the roadway was analyzed by the loose-loop test technology, combined with the deformation and destruction of the surrounding rock of the transportation roadway, the grouting reinforcement scheme was designed. The results showed that the reinforcement scheme of grouting reinforcement +reinforcing anchor cable was adopted, the maximum displacement of the top and bottom plates was 90 mm, and the maximum displacement of the two sides was 170 mm, which effectively controlled the deformation of the two sides, ensured the stability of the surrounding rock of the roadway.
引文
[1]武宇,戴俊,李晨,等.声波测试技术在巷道围岩松动区测定中的应用[J].煤炭工程,2016,48(12):80-82,86.
[2]赵宾,梁宁宁,王方田,等.浅埋高强度采动巷道围岩松动圈演化规律研究[J].煤炭科学技术,2018,46(5):33-39,46.
[3]李树刚,成小雨,刘超,等.破碎围岩动压巷道锚索支护与注浆加固技术研究[J].煤炭科学技术,2016,44(1):67-72.
[4]郭东明,王成刚,吴毅耀,等.绞车硐室围岩破坏机理分析及注浆加固技术[J].煤炭科学技术,2014,42(4):27-30.