深埋运输巷区段煤柱合理宽度的确定及断面优化选择

Determination of reasonable width and section optimization of coal pillars in deep buried transportion roadway sections

  • 摘要: 【目的】为确定大南湖煤矿7号煤层区段煤柱合理留设宽度和最优巷道断面,【方法】采用理论计算、数值模拟及现场实测等方法进行了确定,并得出如下结论。【结果】通过理论计算得出一侧采空时煤柱塑性区的宽度X0=7.2 m,煤柱合理宽度B=19.52~24.72 m。取不同煤柱宽度和巷道断面形式进行对比分析,确定该矿留有合适煤柱尺寸为20 m,最优巷道断面为直墙拱形。【结论】经现场实测,巷道顶底板最大位移量达到92 mm,帮部位移量最大达到165 mm,锚杆、锚索受力均未超过其屈服值,巷道围岩稳定性良好,可保证安全生产。

     

    Abstract: To determine the rational width of the section coal pillar and the optimal roadway cross-section in the No.7 coal mining area of Dananhu Coal Mine, theoretical calculations, numerical simulations, and field measurements were employed for determination, leading to the following conclusions.Through theoretical calculations, the width of the plastic zone in the coal pillar with one-side mined-out was determined as X0=7.2 m, and the rational width of the coal pillar was derived as B=19.52~24.72 m.Comparative analyses of different coal pillar widths and roadway cross-section configurations were conducted, confirming that a coal pillar width of 20 m is suitable for this mine, with the optimal roadway cross-section being a straight-wall arched section.Field measurements revealed that the maximum displacement of the roof and floor of the roadway reached 92 mm, and the maximum sidewall displacement reached 165 mm.The loads on bolts and cables did not exceed their yield limits, indicating good stability of the roadway surrounding rock and ensuring safe production.

     

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