连采连充开采充填巷宽度对覆岩运移影响研究

    Study on the influence of filling roadway width on overburden migration in continuous mining and filling mining

    • 摘要: 为解决传统开采过程中遇到的地表沉陷、资源浪费和环境污染等问题,以山东某煤矿为背景,通过理论研究和数值模拟,分析了充填巷宽度对覆岩运移的影响。通过力学模型计算,揭示了充填巷宽度与护巷柱体安全系数之间的非线性关系,确定了该矿合理充填巷宽度为7 m;利用FLAC 3D软件模拟了7 m宽度条件下的不同充填阶段的覆岩运移情况,结果显示:第一阶段,边界煤体和护巷煤体主要承担垂直应力,最大承载压力为16.1 MPa,而充填体几乎不承载,顶板下沉在模型X轴方向呈波浪形。第二阶段,上覆岩层压力主要由边界煤体承担,最大承载压力达19.9 MPa,充填体承载压力呈现波浪形分布,第二阶段顶板最大变形为269 mm,符合安全要求。

       

      Abstract: In order to solve the problems of surface subsidence, resource waste and environmental pollution encountered in the traditional mining process, based on the background of Baodian Coal mine, the influence of filling lane width on overburden migration was analyzed through theoretical research and numerical simulation. Through mechanical model calculation, the nonlinear relationship between the width of the filling lane and the safety factor of the column is revealed, and the reasonable width of the filling lane in ShanDong Coal mine is determined to be 7 meters. FLAC 3D software was used to simulate the overburden migration in different filling stages of the filling roadway with 7m width. The results showed that: In the first stage, the boundary coal and the coal protecting roadway mainly bear vertical stress, with the maximum bearing pressure of 16.1 MPa, while the filling body hardly bears any load, and the roof subsidence was wavy in the X-axis direction of the model. In the second stage, the overlying rock pressure is mainly borne by the boundary coal body, with the maximum bearing pressure reaching 19.9MPa, and the filling body bearing pressure presents a wavy distribution. The maximum deformation of the roof in the second stage is 269 mm, which meets the safety requirements.

       

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