断层带软弱围岩变形特征及支护优化研究

 Study on deformation characteristics and support  optimization of weak surrounding rock in fault zone

  • 摘要: 断层附近软弱围岩变形特征的研究对于巷道支护优化和防止围岩大变形具有重要意义。本文以河南城郊煤矿为工程背景,对二水平西翼轨道大巷在掘进过程中断层带围岩表面位移、顶板离层、围岩松动圈分布进行了现场监测。结果表明:在巷道掘进卸压作用持续影响下,断层构造应力逐渐减弱,巷道变形速度随着掘进面的推进先增大后减小,断层带内巷道变形的主要作用力来自断层构造应力;深部围岩受断层构造的影响较大,裂隙较为发育,顶板处于不稳定状态,浅部围岩由于巷道开掘卸压离层量较小。断层附近松动圈受断层构造作用较大,围岩顶板出现大松动圈。本文结合地质条件和现场监测结果提出了U形钢与锚网索相互配合的支护优化方案。

     

    Abstract: The study of deformation characteristics of weak surrounding rock around fault zone is of great significance for roadway support optimization and preventing large deformation of the surrounding rockBased on the engineering background of Chengjiao coal mine in Henan province,surface displacement,topplate deformation and loose ring of surrounding rock are monitored in the excavation process of the secondlevel westwing track roadwayThe stress of fault structure gradually decreases under the continuous influence of the excavation of roadways,and the deformation speed of the tunnel increases first and then decreases with the advance of the roadwayTherefore,the force caused tunnel deformation in fault zone mainly comes from fault tectonic stressThe deep surrounding rock is affected by fault structure,the crack is well developed,and the roof is unstable,the shallow surrounding rock has smaller abscission layer due to the excavation of the roadwayThe loose ring around the fault is greatly affected by fault structure and the roof forms a large loosen ringIn this paper,the support optimization scheme of Utype steel and anchorage cable is proposed according to the results of field monitoring and actual geological conditions

     

/

返回文章
返回