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Analysis of aquifuge beam mechanical model in the strip filling water preserved mining

机译:条带灌装水处水矿井水中束力学模型分析

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摘要

According to the typical conditions of special water preserved mining area, the aquiclude stability with two equispaced tilling strips is analyzed by using the physical simulation experiment and theoretical analysis, and the mechanical model of elastic foundation beam of strip tilling aquiclude strata is set up.Based on that, the calculation method of load and the compression displacement of the tilling strip is presented, and the deflection formula of the water resisting beam is given, and the position and depth of the downward crack is determined.Based on the aquiclude stability criterion, the calculation method of reasonable tilling strip width and interval width is put forward.The result shows that the reasonable strip interval increases with the increase of the mining height, the thickness and strength of the beam, and the depth of the downward crack is mainly relate.
机译:根据特殊水保存矿区的典型条件,通过使用物理仿真实验和理论分析分析了具有两种平分划分条带的Aquiclude稳定性,并设定了带状耕地射线的弹性基础梁的机械模型。基于在此,提出了耕地条的载荷和压缩位移的计算方法,给出了水抵抗梁的偏转公式,并确定了向下裂缝的位置和深度。基于Aquiclude稳定性标准,提出了合理耕作条宽度和间隔宽度的计算方法。结果表明,合理的条形间隔随着采矿高度的增加,光束的厚度和强度而增加,下裂缝的深度主要是涉及的。

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