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Failure Characteristics and Control of Mining Roadway Surrounding Rock in Hongyang3rd Mine

机译:洪阳三矿采煤巷道围岩破坏特征及控制

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摘要

The support of mining roadway in deep is the key technical problems of exploitation of coal resources,In order to investigate Characteristics of mining roadway surrounding rock failure in deep and Roof Control in hongyang3rd mine,based on actual geological conditions and ground-stress testing the mining roadway surrounding rock structure characteristic and stress state is analyzed in detail,the mining roadway textural characteristics belongs to soft and hard alternated adverse structure state is obtained,mining roadway surrounding rock in deep is in horizontal tectonic stress and vertical high Stress additive effects stress state.With mining area actual geological conditions be original shape,According to ground-stress testing determined regional main stress size and direction to be the load boundary condition,using RFPA software to numerically simulated mining roadway failure process,The simulation results show that: surrounding rock failure is heterogeneous and progressive failure process,using whole bolt section and bolt + anchor Cable section arranged by regular intermission of support pattern,combining surrounding rock gunite and metal net strengthening method,can also full play bolt anchor Cable,gunite,metal net support characteristics,can achieve a good supporting effect.
机译:煤矿深部巷道的支护是煤炭资源开发的关键技术问题,基于实际地质情况和对矿山的地应力测试,研究红阳三矿深部巷道围岩破坏特征及顶板治理特征。对巷道围岩的结构特征和应力状态进行了详细分析,得出了采掘巷道质地特征属于软硬交替的逆向构造状态,深部巷道围岩处于水平构造应力和竖向高应力叠加效应应力状态。以矿区实际地质条件为原始形状,根据地应力试验确定区域主应力大小和方向为荷载边界条件,利用RFPA软件对矿井巷道破坏过程进行数值模拟,仿真结果表明:围岩破坏是异质性和进行性失败可以采用整体锚杆段和锚杆+锚索段定期布置的支撑方式,结合围岩gun石和金属网加固方法,还可以充分发挥锚杆锚索,炮石,金属网的支撑特性,可以达到良好的支撑影响。

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