双关键层协同破断作用下采场覆岩力链传递规律与强矿压防控研究
Research on force chain transfer law of overlying rock and strong mining pressure control under the collaborative breaking effect of double key layers
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摘要: 针对双关键层条件下厚煤层开采中强矿压显现规律不清、来压步距预测困难及防控效果不佳等问题, 以淮南矿区某矿11223工作面为工程背景, 采用离散元数值模拟、理论分析和现场实践相结合的方法, 系统研究了双关键层协同破断的覆岩运移规律与力链动态传递机制, 建立了双关键层破断支架–围岩采动承载模型。研究结果表明: ①低位关键层Ⅰ受采动扰动直接作用, 周期性破断步距平均25 m, 形成“悬臂梁–台阶岩梁”复合结构, 诱发小周期来压; 高位关键层Ⅱ因应力传递滞后效应, 破断步距达40 m, 破断角73°, 其失稳引发动能跃迁幅度达初始值的4.2倍, 导致超前支承应力峰值突增至48 MPa, 超出支架额定工作阻力28%, 为大周期强矿压主要原因。②双关键层破断通过力链网络重构主导应力场演化, 关键层Ⅰ破断形成局部“压力拱”结构, 关键层Ⅱ破断则引发非对称拉压交替模式, 促使应力场经历“局部卸载—区域转移—整体重构”三阶段演化。③基于动态载荷叠加机制, 提出顶板深孔预裂爆破弱化方案, 现场应用后周期来压步距由25 m降至16 m, 支架动载系数由1.5降至1.3, 顶板载荷峰值降低46.7%。研究结果为深部多关键层矿井强矿压防控提供了理论支撑与工程实践参考。Abstract: The mechanism of strong mining pressure of thick coal seam under dual key strata conditions mining is unclear, making the prediction of weighting intervals and disaster control difficult. Taking the 11223 working face in the Huainan mining area as an engineering case, the overburden migration patterns and dynamic force chain transfer mechanism under synergistic fracture of dual key strata were investigated by integrating discrete element numerical simulation, theoretical analysis and field practice. A support-surrounding rock bearing model for dual key strata fracture was established. The results demonstrate that the lower key stratum I, directly affected by mining disturbances, exhibits periodic fracturing with an average interval of 25 m, forming a "cantilever-step rock beam" composite structure that triggers minor periodic weighting. In contrast, the upper key stratum II, influenced by stress transfer hysteresis, breaks at an interval of 40 m with a fracture angle of 73°. Its instability induces transfer amplitude of kinetic energy up to 4.2 times the initial value, causing the peak abutment stress to surge to 48 MPa (28% exceeding the rated support resistance), which is identified as the primary cause of major periodic intense mining pressure. The fracture of dual key strata governs stress field evolution through force chain network reconstruction. Fracture of key stratum I forms a localized "pressure arch" structure, while fracture of key stratum II triggers asymmetric tension-compression alternation, driving the stress field through a three-stage evolution of "local unloading, regional transfer, and global reconstruction". A deep-hole pre-splitting blasting weakening scheme was proposed based on dynamic load superposition mechanisms. After field implementation, periodic weighting intervals decreased from 25 m to 16 m, the dynamic load coefficient of supports decreased from 1.5 to 1.3, and the peak roof pressure recuded by 46.7%. These findings provide theoretical and practical insights strong mining pressure control in deep multi-key strata coal mines.