天池煤矿松动圈范围测定与钻孔始封深度优化

Determining loose zone range and optimizing borehole sealing depth in Tianchi coal mine

  • 摘要: 煤巷松动圈测定是确定瓦斯抽采钻孔初始封孔深度、确保封孔质量的关键。针对天池煤矿瓦斯浓度高的情况,采用数值模拟和现场实测相结合的方法,系统分析了煤巷松动圈的分布特征及影响因素。首先,采集现场样品测得煤岩力学参数,采用COMSOL Multiphysics模拟软件建立煤巷数值模型,模拟煤巷开挖后的应力变化和塑性区分布;然后,利用钻屑量法综合数值模拟与现场测试的结果,确定试验工作面的煤巷松动圈范围;最后,分析巷道断面大小和埋深对松动圈范围影响特征,并确定合理封孔深度。结果表明:巷道围岩塑性区呈蝶形分布,该试验工作面的煤巷松动圈范围为8 m;巷道断面半径从2.6 m增至3.6 m时,松动圈范围扩大近一倍;巷道埋深从400 m增至700 m时,松动圈范围由5 m扩展至12 m。研究结果为高瓦斯矿井的封孔深度设计提供了理论依据和实践参考。

     

    Abstract: The determination of loose zone in coal roadways is the key to determining the initial sealing depth of gas drainage boreholes and ensuring the sealing quality. In view of the high gas concentration in Tianchi Coal Mine, the distribution characteristics and influencing factors of the loose zone in the coal roadway were systematically analyzed by combining numerical simulation and on-site measurement. Firstly, on-site samples were collected to measure the mechanical parameters of coal and rock. The numerical model of the coal roadway was established using COMSOL Multiphysics simulation software to simulate the stress changes and the distribution of plastic zone after the excavation of the coal roadway. Then, the loose zone of the coal roadway at the test working face was measured on-site using the cuttings quantity method. Based on the dynamic changes of the cuttings output per meter during different drilling construction processes, and by integrating the results of numerical simulation and on-site tests, the range of the loose zone of the coal roadway at the test working face was determined. Finally, analyze the influence characteristics of the cross-sectional size and burial depth of the roadway on the range of the loose zone, and determine the reasonable sealing depth. The results show that the plastic zone of the surrounding rock of the roadway is distributed in a butterfly shape. The range of the loose zone in the coal roadway of the test working face is 8 meters. When the cross-sectional radius of the roadway increased from 2.6 meters to 3.6 meters, the range of the loose zone nearly doubled. When the burial depth of the roadway increased from 400 meters to 700 meters, the range of the loose zone expanded from 5 meters to 12 meters. In light of the actual situation of the test mine, it is recommended that the initial sealing depth be set at a position greater than 8 meters during the drilling and sealing operation to enhance the effect of gas prevention and control. The research results provide theoretical basis and practical reference for the design of sealing depth in high-gas mines.

     

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