小煤柱沿空巷道密集钻孔切顶护巷技术研究与应用

    Study and application of dense drilling roof cutting technology for gob-side entry with small coal pillars

    • 摘要: 土城矿211211回风巷为小煤柱沿空巷道,针对211211回风巷在工作面回采期间受采动影响,巷道变形量大,需多次返修的情况,提出密集钻孔切顶护巷技术。通过理论分析,计算得出关键块B断裂位置距离采空区边缘5.63 m,断裂位置位于巷道上方,为对巷道围岩稳定性最不利的情况;根据理论计算,确定了密集钻孔切顶的高度、角度、间距等技术参数;数值模拟结果表明,切顶后,小煤柱内的垂直应力峰值较切顶前降低了约20%,巷道变形量显著减小。现场实测结果表明,密集钻孔切顶后显著降低顶底板、两帮移近量,顶底板移近量降至210 mm,两帮移近量降至270 mm,巷道围岩变形得到了有效控制,提升了巷道围岩稳定性。

       

      Abstract: The 211211 return airway of Tucheng Mine is designed to gob-side entry with small coal pillars. Considering the significant deformation of the 211211 return airway and the need for multiple repairs due to mining-induced effects during working face extraction, the technology of roof cutting by dense drilling is proposed. Through theoretical analysis, the breaking location of the key block B is calculated to be 5.63 m from the edge of the goaf, positioned above the roadway, representing the most adverse condition for roadway surrounding rock stability. Based on theoretical calculations, the technical parameters for roof cutting by dense drilling, including height, angle, and spacing, are determined. Numerical simulation results demonstrate that after roof cutting, the vertical stress peak within the small coal pillars decreased by approximately 20% compared to pre-cutting conditions, and roadway deformation is significantly reduced. Field measurements show that roof cutting by dense drilling substantially reduces the convergence of the roof, floor, and sidewalls; roof and floor convergence decreased to 210 mm, and sidewall convergence decreases to 270 mm. The deformation of the roadway surrounding rock is effectively controlled, improving the stability of the surrounding rock.

       

    /

    返回文章
    返回