不同采高条件下汶上矿区煤矿巷道围岩破坏特征及控制研究

Failure characteristics and control of surrounding rock in coal mine roadways of Wenshang mining area under different mining heights

  • 摘要:
    目的 为得出不同采高条件下巷道围岩破坏特征,以阳城煤矿2301工作面运输巷为研究背景。
    方法 通过现场调研、数值模拟、理论计算等手段,得出了不同采高条件下巷道围岩变形特征,并提出了支护设计方案。
    结果 结果表明,通过数值模拟结果可知,煤柱间垂直应力、工作面采空区上覆岩层垂直位移量、塑性破坏区面积及巷道围岩塑性区破坏面积随着煤层采高的增加而增大,呈正相关关系。基于巷道围岩松动圈理论,得出巷道顶板松动圈的范围为3.25 m,两帮松动圈的范围为2.5 m,并根据巷道围岩松动圈的范围提出了巷道围岩支护设计。
    结论 通过现场监测,巷道围岩变形量较小,锚杆均未超过所承受的极限荷载值,进一步验证了支护设计的合理性,该支护方案可有效控制围岩变形量。

     

    Abstract: To obtain the failure characteristics of the surrounding rock of roadway under different mining heights, the transport roadway of the 2301 working face of Yangcheng Coal Mine is taken as the research background. Through on-site investigation, numerical simulation and theoretical calculation, the deformation characteristics of the surrounding rock of roadway under different mining heights were obtained, and the support design scheme was proposed. The results show the vertical stress between coal pillars, the vertical displacement of the overlying rock layer in the goaf of the working face, the area of the plastic failure zone and the failure area of the plastic zone of the surrounding rock of roadway increase with the increase of coal seam mining height, and there is a positive correlation. Based on the theory of the loosening circle of the surrounding rock of roadway, it is concluded that the range of the loosening circle of roadway roof is 3.25 m, and the range of the loosening circles on both sides is 2.5 m. According to the range of the loosening circle of the surrounding rock of roadway, the design of the surrounding rock support of roadway is proposed. Through on-site monitoring, the deformation of the surrounding rock of roadway is relatively small, and the load on anchor rods have not exceeded the ultimate values, further verifying the rationality of the support design.

     

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