基于FLAC3D采动巷道围岩支护参数优化分析
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鄂尔多斯市煤炭安全生产监管综合执法局, 内蒙古 鄂尔多斯 017000

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邹剑(1988-),男,内蒙古鄂尔多斯人,中级工程师,本科,从事煤矿安全管理工作。

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TD322

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基于煤岩动静复合载荷破坏特征的掘进巷道突出致灾机理研究(SKLGDUEK1918)


Optimization Analysis of Wall Rock Support Parameters of Mining Roadway Based on FLAC3D
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    摘要:

    18303胶顺顶板为泥岩,受采动影响,顶板极易破碎,为了提高巷道的支护强度,需要对原锚网索支护参数进行优化。通过布置不同锚杆密度、锚索长度,设计了5种支护方案,采用FLAC3D模拟5种方案支护情况下巷道围岩应力和位移变化情况,得到锚杆支护越密、支护强度越高,顶板变形量越小;锚索支护越短,顶板变形量越小。结合矿井的经济效益,确定锚网索支护最合理参数。通过监测顶板变形量可知,优化参数后支护强度明显提高,在动压影响下能够保证巷道安全。

    Abstract:

    The roof of 183down 03 belt conveyor roadway is mudstone which can be easily broken under the influence of mining. In order to improve the strength of roadway support, the parameters of original bolt-mesh-cable support need to be optimized. Five support schemes are designed by using different anchor bolt density and anchor cable length. According to the stress and displacement changes of roadway wall rock in five support schemes simulated by FLAC3D the results show that the roof deformation is smaller as the density of anchor bolt becomes higher and vice versa. The most reasonable parameters of bolt-mesh-cable support are determined in combination with economic benefits of mine. By monitoring roof deformation, it can be seen that the support strength is improved significantly after parameter optimization, and the roadway safety can be guaranteed under dynamic pressure.

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邹剑.基于FLAC3D采动巷道围岩支护参数优化分析[J].中国矿山工程,2021,50(5):49-52.

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  • 在线发布日期: 2025-12-24
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