董军,武筠杰,司化汝,等. 鑫安煤矿构造高应力软岩巷道变形特征及围岩稳定控制[J]. 中国矿业,2024,33(8):147-157. DOI: 10.12075/j.issn.1004-4051.20240267
    引用本文: 董军,武筠杰,司化汝,等. 鑫安煤矿构造高应力软岩巷道变形特征及围岩稳定控制[J]. 中国矿业,2024,33(8):147-157. DOI: 10.12075/j.issn.1004-4051.20240267
    DONG Jun,WU Junjie,SI Huaru,et al. Deformation characteristics and surrounding rock stability control of tectonic high-stress soft rock roadway in Xin’an Coal Mine[J]. China Mining Magazine,2024,33(8):147-157. DOI: 10.12075/j.issn.1004-4051.20240267
    Citation: DONG Jun,WU Junjie,SI Huaru,et al. Deformation characteristics and surrounding rock stability control of tectonic high-stress soft rock roadway in Xin’an Coal Mine[J]. China Mining Magazine,2024,33(8):147-157. DOI: 10.12075/j.issn.1004-4051.20240267

    鑫安煤矿构造高应力软岩巷道变形特征及围岩稳定控制

    Deformation characteristics and surrounding rock stability control of tectonic high-stress soft rock roadway in Xin’an Coal Mine

    • 摘要: 鑫安煤矿辅助顺槽受断层构造带影响,地层易破碎、结构稳定性差,巷道围岩变形大,支护结构损毁非常严重,表现出强烈的结构性大变形特征,经过反复扩刷、返修仍不能停止其变形。为了确保巷道围岩稳定性,降低巷道支护成本,减小巷道有害变形和返修工作量,本文研究了山东省泰安市鑫安煤矿−800 m回风大巷工作面在使用传统常规长短锚索+钢带支护、不同顶锚索长度下大变形升阻锚索支护的巷道围岩应力变形情况和支护锚固效果,采用工程现场勘探、巷道岩体室内力学测试和UDEC数值模拟等研究方法,分析了现场结构性大变形巷道的破坏特征、辅助顺槽岩石的抗压强度、抗拉强度、抗剪强度、UDEC应力场分布特征和巷道塑性区的发育特征。在满足巷道安全生产的前提下,降低支护成本,得到最优支护方案,并应用大变形抗剪升阻的控制技术,将大变形抗剪升阻装置应用于工程现场,优化了施工工艺,简化了大变形抗剪升阻装置施工时安装工序。研究成果对深部巷道结构性大变形控制具有较大的应用价值,并为类似地质条件矿井支护提供一定的参考。

       

      Abstract: The auxiliary haulage drift in Xin’an Coal Mine is affected by fault structures, resulting in fragmented geological layers and poor structural stability. The surrounding rock in the roadway experiences significant deformation, leading to severe damage to support structures and exhibiting pronounced characteristics of structural deformation. Despite repeated widening and repair attempts, the deformation persists. In order to ensure the stability of the surrounding rock in the roadway, reduce support costs, and minimize detrimental deformation and repair workload, a study is conducted on the stress-deformation characteristics of the surrounding rock and the effectiveness of support anchoring. This study focused on the −800 m return airway of Xin’an Coal Mine in Tai’an City, Shandong Province, using traditional conventional long and short anchor cables with steel strap support, as well as different lengths of top anchor cables under large deformation uplift resistance anchor cable support. Various research methods are employed, including on-site exploration, laboratory mechanical testing of roadway rock mass, and numerical simulation using UDEC. The study analyzes the on-site failure characteristics of structurally deformed roadways, the compressive, tensile, and shear strength of rocks in the auxiliary haulage drift, the stress field distribution using UDEC, and the development characteristics of the plastic zone of roadway. While ensuring safe production in the roadway, the study aims to reduce support costs and determine the optimal support scheme. It also applies control technology for large deformation shear resistance and utilizes large deformation shear resistance anchor cable devices for on-site engineering, optimizing construction processes and greatly simplifying installation procedures during the construction of large deformation shear resistance devices. The research findings have significant practical value for controlling structural deformation in deep roadway engineering and provide valuable reference for support in mines with similar geological conditions.

       

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