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首页> 外文期刊>Journal Of The South African Institute Of Mining & Metallurgy >Investigation into strata behaviour and fractured zone height in a high-seam longwall coal mine
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Investigation into strata behaviour and fractured zone height in a high-seam longwall coal mine

机译:高煤层长壁煤矿层性及裂缝带高度研究

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摘要

The development of techniques and equipment for single-pass high-seam longwall mining in China is reviewed. Some methods used to obtain the fractured zone height are discussed. The boundary between the caved and fractured zones is generally not clear, but one important difference that distinguishes the two zones is that horizontal compressional forces exist only between blocks of fractured zone. Based on this, a theoretical method is presented to investigate the destabilizing modes of the main roof (by sliding or rotation) and is used to determine if the main roof is in the caved or fractured zone. This method considers the mining height, immediate roof thickness, bulking factor, main roof thickness, main roof strength, main roof periodic weighting interval, and vertical stress in the overlying strata. To verify the method, a representative physical model of Wangzhuang coal mine is developed. The movement of overlying strata and fractured zone height are thus obtained. According to the results, the total collapsed height of the strata reaches about 70 m above the coal floor; the first main roof bending interval is 45 m and periodic bending distance is 10-15 m; the maximum strata subsidence is around 62 mm; and the presence of a three-hinged arch causes the fluctuation of subsidence in the same stratum level. Based on the theoretical and experimental analysis, the middle of the main roof is considered the boundary between caved and fractured zone; the caved and fractured zone heights are about 21 and 49 m respectively.
机译:综述了我国单道次高煤层长壁开采技术与设备的发展。讨论了用于获得断裂带高度的一些方法。塌陷带和裂缝带之间的边界通常不清楚,但是区分这两个区域的一个重要区别是,水平压缩力仅存在于裂缝带块之间。在此基础上,提出了一种理论方法来研究主顶板的失稳模式(通过滑动或旋转),并用于确定主顶板是在塌陷区还是裂缝区。该方法考虑了开采高度,立即顶板厚度,膨胀系数,主顶板厚度,主顶板强度,主顶板周期性加权间隔以及上覆地层中的垂直应力。为了验证该方法,建立了王庄煤矿的代表性物理模型。这样就获得了上覆地层的运动和裂缝带的高度。根据计算结果,地层的总塌陷高度达到了煤层以上约70 m。第一主顶板弯曲间隔为45 m,周期性弯曲距离为10-15 m;最大地层沉降约为62毫米;而三铰拱的存在会导致在相同地层水平下陷。根据理论和实验分析,主顶板的中间被认为是塌陷区和裂缝区之间的边界。塌陷带和裂隙带的高度分别约为21 m和49 m。

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