基于数值模拟和现场监测的近距离煤层覆岩结构及支架载荷研究

Overburden structure and support load of close distance coal seam based on numerical simulation and on-site monitoring

  • 摘要: 甘庄煤矿14号煤层受上部8号煤层开采影响,矿压显现强烈。为确定下部煤层开采时支架的工作阻力,运用理论分析、数值模拟和现场实测的方式对近距离煤层下部煤层开采的顶板结构及工作面支架载荷展开研究。研究表明,11号煤层开采后底板损伤深度为4.3 m, 14号煤层顶板属于承载层部分损伤类型;理论计算得出14号煤层开采后工作面支架阻力为7 043.24 kN;数值模拟结果显示下部煤层开采至100 m后,顶板塑性区与上煤层采空区形成周期性贯通,回采期间最大支架阻力为6 611.5 kN;现场监测的支架最大阻力为6 769 kN,均小于支架额定工作阻力,研究对于指导近距离煤层开采时的支架参数设计和优化开采方案具有借鉴意义。

     

    Abstract: No.14 coal seam of Ganzhuang Coal Mine is affected by the mining of upper No.8 coal seam, and the mine pressure is strong.In order to determine the working resistance of support during the mining of the lower coal seam, this paper uses theoretical analysis, numerical simulation and field measurement to study the roof structure and working face support resistance of the lower coal seam mining in the close distance coal seam.The research shows that the depth of floor damage after No.11 coal seam mining is 4.3 m, and the roof of No.14 coal seam belongs to the partial damage type of bearing layer.The theoretical calculation shows that the support resistance of the working face after the mining of No.14 coal seam is 7 043.24 kN.The numerical simulation shows that after the lower coal seam is mined to 100 m, the roof plastic zone and the upper coal seam goaf form a periodic connection, and the maximum support resistance during the mining period is 6 611.5 kN;the maximum resistance of the support is 6 769 kN,which is less than the rated working resistance of the support.The research has reference for guiding the design of support parameters and optimizing the mining scheme in close distance coal seam mining.

     

/

返回文章
返回