陈磊. 基于弹性基础梁模型的来压步距确定[J]. 煤矿安全, 2017, 48(5): 49-52.
    引用本文: 陈磊. 基于弹性基础梁模型的来压步距确定[J]. 煤矿安全, 2017, 48(5): 49-52.
    CHEN Lei. Determination of Weighting Interval Based on Elastic Foundation Beam Model[J]. Safety in Coal Mines, 2017, 48(5): 49-52.
    Citation: CHEN Lei. Determination of Weighting Interval Based on Elastic Foundation Beam Model[J]. Safety in Coal Mines, 2017, 48(5): 49-52.

    基于弹性基础梁模型的来压步距确定

    Determination of Weighting Interval Based on Elastic Foundation Beam Model

    • 摘要: 在分析采场基本顶上覆岩层破断运移规律的基础上,建立了基于弹性基础梁的顶板受力模型,得到了工作面初次来压步距和周期来压步距的计算公式。结果表明:当基本顶以上岩层的极限跨距小于基本顶的极限跨距时,工作面初次来压步距等于顶板初次跨落步距,周期来压步距与上位岩层密度、厚度和抗拉强度等参数有关;当基本顶上一层顶板的极限跨距大于基本顶的极限跨距时,工作面的初次来压步距将是基本顶前2次垮落步距之和,周期来压步距的确定还与支架工作阻力有关。

       

      Abstract: The stress model of roof was established based on the elastic foundation beam on the basis of the analysis of breakage migration laws of stope basic roof. The calculation formulas of the first weighting interval and the periodic weighting interval were obtained. The results show that when the limit span of the seams above the roof strata is less than the limit span of the basic roof of the working face, the first weighting interval is equal to the initial roof caving step distance, and the periodic weighting step distance associates with the upper strata thickness and bulk density, tensile strength and other parameters; when the limit span of a layer roof above the basic roof is greater than the limit span of main roof, the first weighting interval is equal to the sum of the two caving steps of the basic roof, and the periodic weighting step distance is related to the resistance of the support.

       

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