深部高应力软岩巷道支护技术研究与实践

    Research on deformation and damage mechanism and control technology of deep soft rock roadway

    • 摘要: 针对某煤矿4103工作面运输巷围岩变形较为严重的问题,根据原支护方案下围岩变形现场监测结果,探讨了巷道围岩变形现状及破坏机理,提出了“锚杆+锚索+金属网+注浆”的联合支护方案。基于FLAC3D数值模拟软件,对比了原支护和优化支护方案下的围岩变形量,证明了优化支护方案可行,并应用于现场工业试验。结果表明:采用优化支护方案2个月后,围岩变形量趋于稳定,3个月内,巷道顶底板移近量为190 mm,两帮移近量为134 mm,底鼓量为93 mm,围岩变形量显著减小,该支护方案可有效控制巷道围岩的稳定。

       

      Abstract: Aiming at the serious deformation of the surrounding rock in the transport road of 4103 working face in a coal mine, based on the on-site monitoring results of the deformation of the surrounding rock under the original support scheme, we discussed the current situation of the deformation of the surrounding rock in the roadway and the destructive mechanism, and put forward the joint support scheme of "anchor rods + anchor ropes + metal mesh + grouting". Based on FLAC3D numerical simulation software, the deformation amount of surrounding rock under the original support and the optimised support scheme is compared, which proves that the optimised support scheme is feasible, and is applied in the field industrial test. The results show that the deformation of surrounding rock tends to be stable after 2 months of adopting the optimised support scheme, and in 3 months, the top and bottom slabs of the roadway have moved closer by 190 mm, the two gangs have moved closer by 134 mm, and the bottom bulge has been 93 mm, so the deformation of surrounding rock has been reduced significantly, and this support scheme can control the stability of surrounding rock of the roadway effectively.

       

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