深部留底煤回采巷道围岩控制技术研究

Control technology for surrounding rock in deep bottom coal mining roadway

  • 摘要: 【目的及方法】为增强深部留底煤回采巷道的围岩控制效果,以登茂通煤矿的2102工作面轨道巷为对象,构建了深部巷道力学分析模型,揭示了影响围岩形变与破坏的关键因素,提出了新型回采巷道支护策略,并运用数值模拟技术与现场实地测量手段,对方案的有效性进行了验证。【结果及结论】研究结果表明,围岩表面位移量与塑性区半径影响因素,从高至低依次为埋深、围岩自身强度、采动应力状态以及支护阻力,提出的“底部煤层去除后注浆加固,配合高预应力强力锚杆锚索的即时支护”与未实施此策略前的状况相比,巷道围岩的形变幅度减小了约50%。

     

    Abstract: To enhance the effect of surrounding rock control in the deep bottom coal mining roadway, a mechanical analysis model of the deep roadway was constructed using the trackway of the 2102 working face of the Dengmaotong Mine as the object, revealing the key factors affecting the deformation and damage of surrounding rock, and proposing a new type of support strategy for the mining roadway, and the effectiveness of the scheme was verified using numerical simulation technology and on-site field measurements.The results show that the factors affecting the surface displacement of surrounding rock and the radius of plastic zone are, in descending order, the depth of burial, the strength of surrounding rock, the stress state of mining and the support resistance, and the proposed “immediate support with grouting and reinforcement after removing the coal seam at the bottom, together with high prestressing strong anchor rods and anchor cables” reduces the deformation amplitude of the surrounding rock compared with the situation before the implementation of the strategy.The deformation of the surrounding rock was reduced by about 50%.

     

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