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Instability Analysis and Reinforcement Support Technology of Coal-Rock Interbed Roadway in Gaojiazhuang Coal Mine

机译:高家庄煤矿煤层陆路煤层巷道的不稳定分析与加固技术

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In order to effectively solve a series of problems such as the difficulty of coal and rock interbed roadway support in Gaojiazhuang Coal Mine and get a scientific and reasonable optimization scheme of surrounding rock support, theoretical analysis, numerical simulation, ultrasonic detection, field-effect test, and other means are adopted to analyze the instability of coal and rock interbed roadway. The results show that the interbedded roadway has weak interbedded cementation, and its ore pressure is more intense due to the influence of its interbedded weak structural plane. Based on Mohr’s strength envelope principle, it is proposed that horizontal stress is the main factor that causes a wide range of shear displacement, penetration crack, and surrounding rock failure of the roof of this kind of roadway. Through the finite element numerical simulation analysis, the deformation and failure law, stress distribution characteristics, and failure area distribution characteristics of coal and rock interbedding roadway surrounding rock are theoretically revealed, and the control effect of different support schemes on roadway surrounding rock deformation is greatly different. Based on the ultrasonic detection technology, it is proved that the roadway side failure has strong zoning characteristics, and the failure range and stress distribution range of the surrounding rock of the belt roadway in the 2103 working face of Gaojiazhuang Coal Mine are detected. Finally, the coupling strengthening support scheme combining prestressed anchor cable and bolt is proposed. The engineering application and the observation of surrounding rock deformation show that the reinforced support technology can effectively enhance the stability of the surrounding rock of the interbed roadway in Gaojiazhuang Coal Mine, and it has a good reference for the surrounding rock conditions of this kind of roadway.
机译:为了有效解决一系列问题,如煤炭和岩石难度的巷道支撑,以高家庄煤矿,获得科学合理的岩石支护优化方案,理论分析,数值模拟,超声波检测,现场效应试验采用其他手段分析煤炭和岩石巷道的不稳定性。结果表明,互冰路的互粘土薄弱,由于其互壁弱结构平面的影响,其矿石压力更加激烈。基于Mohr的强度包络原理,提出水平应力是导致这种道路屋顶的各种剪切位移,渗透裂缝和周围岩石破坏的主要因素。通过有限元数值模拟分析,理论上揭示了煤炭和岩石跨越巷道的变形和失效法,应力分布特性和故障面积分布特征,不同支撑方案对围岩变形巷道的控制效果不同的。基于超声波检测技术,证明道路侧故障具有强大的分区特征,检测到高家庄煤矿2103个工作面的皮带道路周围岩石的故障范围和应力分配范围。最后,提出了组合预应力锚索和螺栓的耦合强化支撑方案。围岩变形的工程应用及观察表明,增强钢筋技术可有效提高了高家庄煤矿互联巷道周围岩石的稳定性,对这种巷道的周围岩石状况有很好的参考。

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