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巷道三岔口区域围岩稳定性及控制方案研究OA

Study on the stability and control schemes of surrounding rock in the roadway three forks area

中文摘要英文摘要

为提高煤矿巷道三岔口区域的围岩稳定性,保障煤矿的安全生产,以王庄煤矿8101工作面1号、2号回风绕道为研究对象,采用数值模拟、理论分析和现场监测的研究方法,研究巷道三岔口区域围岩稳定性控制方法.结果表明:①三角区外围因掘进扰动产生压剪-拉伸破坏,导致荷载向深部转移,形成内部应力集中;②采用锚杆-金属网-锚索联合支护,有效控制巷道顶帮变形,围岩稳定性显著提升;③实测结果得到,顶底板移近量161mm,两帮收敛量78 mm,变形速率<0.5 mm/d且持续收敛,围岩稳定性显著提高.研究结果可为类似条件巷道围岩控制提供技术参考.

To enhance the stability of the surrounding rock at roadway three forks area and ensure safe production in coal mines,No.1 and No.2 return airways of No.8101 Face in Wangzhuang Mine was taken as a case study,a stability control scheme for the surrounding rock at the three forks area was investigated using numerical simulation,theoretical analysis,and on-site monitoring.The results showed that:①Compressive-shear and tensile failure occured in the peripheral area of the triangular zone due to excavation disturbance,leading to the transfer of the load to the deeper part and the formation of internal stress concentration;② The combined support system of bolts,metal mesh,and cable bolts effectively controlled the deformation of the roof and rib of the roadway,significantly enhancing the stability of the surrounding rock;③The measured results showed that the convergence of the roof and floor was 161 mm,the convergence of the two sides was 78 mm,the deformation rate was less than 0.5 mm/d and continued to converge,and the stability of the surrounding rock was significantly improved.The research results provided technical references for the control of surrounding rock in similar roadway conditions.

撖书一

潞安化工集团王庄煤矿,山西长治 046031

矿业与冶金

巷道三岔口有限元法稳定性控制联合支护

roadway three forksfinite element methodstability controlcombined support

《煤炭与化工》 2026 (3)

27-30,35,5

10.19286/j.cnki.cci.2026.03.006

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