厚煤层综放工作面覆岩两带发育高度研究

Development height of two zones of overburden rock in thick coal seam fully mechanized caving face

  • 摘要: 煤矿开采过程中,覆岩“两带”(垮落带和导水裂隙带)的发育高度是矿井水害防治的重要参数,准确预测和控制“两带”的发育高度,对于保障矿井安全生产、预防水害事故具有重要意义。以青洼煤矿2号煤层2207综放工作面为研究对象,利用UDEC数值模拟软件构建模型,并进行开挖模拟,以分析该工作面在不同的推进距离时覆岩的破坏情况,并测量该综放工作面采动后覆岩两带发育高度,模拟得到垮落带高度范围为13.7~16.2 m,裂隙带高度范围为46.2~50.7 m。为验证模拟结果的准确性进行经验公式计算和井下实测。结果表明,数值模拟结果与经验公式计算、井下实测结果基本吻合。该研究结果可为青洼煤矿水害防治工作提供参考。

     

    Abstract: In the process of coal mining, the development height of overburden “two zones”(collapse zone and water-conducting fissure zone)is an important parameter for the prevention and control of water hazards in mines, and it is of great significance to accurately predict and control the development height of the “two zones” to ensure the safe production of mines and to prevent water hazards accidents.Taking the 2207 comprehensively mechanized working face of No.2 coal seam in Qingwa Mine as the research object, UDEC numerical simulation software was used to construct the model and carry out the excavation simulation to analyze the damage of overburden rock at different advancing distances of the face, and measure the height of the overburden rock development of the two zones after the mining of the comprehensive mechanized working face, and through simulation, the height of the collapse zone ranging from 13.7 to 16.2 m, and the height of the fissure zone ranging from 46.2 to 50.7 m were obtained.In order to verify the accuracy of the simulation results, empirical formula calculations and in-site measurements were carried out, showing that the numerical simulation results are basically consistent with the empirical formula calculations and in-site measurements.

     

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