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袁大滩煤矿4-2煤回采巷道支护参数优化研究OA

Optimization study on mining roadway support parameters for No.4-2 Coal Seam in Yuandatan Mine

中文摘要英文摘要

为了达到降本增效的目的,以袁大滩煤矿4-2煤回采巷道支护参数为研究对象.采用现场调研、实验测试、理论分析、数值模拟等多种方法,对袁大滩煤矿4-2煤回采巷道支护参数进行优化研究.结果表明,袁大滩煤矿4-2煤层回采巷道顶底板最大移近量为17 mm,两帮最大移近量为6mm.顶板松动圈范围约1.2m,两帮松动圈范围为0.5m,围岩变形量较小,原设计的4-2煤层回采巷道存在优化空间,优化后顶板锚杆锚固力为140 kN,帮部锚杆锚固力为50 kN.优化后顶板下沉量由14 mm增大至18.3 mm.优化后方案降低了支护密度与支护成本,满足矿井安全生产的需求.该研究可为矿区类似条件下巷道围岩控制提供参考.

To achieve the goal of cost reduction and efficiency improvement,the mining roadway support parameters for No.4-2 Coal Seam in Yuandatan Mine were taken as the research object.Various methods including field investigation,experimental testing,theoretical analysis and numerical simulation were adopted to conduct an optimization study on the mining roadway support parameters of No.4-2 coal seam in Yuandatan Mine.The results showed that the maximum roof-to-floor convergence was 17 mm,and the maximum rib-to-rib convergence was 6 mm.The range of the roof loose circle was about 1.2 m,and the range of the rib loose circle was 0.5 m.The deformation of the surrounding rock was small,so there was room for optimization in the originally designed support scheme of No.4-2 coal mining roadway.After optimization,the anchoring force of roof bolts was 140 kN,and the anchoring force of rib bolts was 50 kN.The roof subsidence increased from 14 mm to 18.3 mm after optimization.The optimized scheme reduced the support density and support cost,and met the requirements for safe production in the mine.The study could provide a reference for roadway surrounding rock control under similar geological conditions in the mining area.

张毅;王俊龙;万峰斌;刘浪

陕西中能煤田有限公司,陕西榆林 719000陕西中能煤田有限公司,陕西榆林 719000陕西中能煤田有限公司,陕西榆林 719000陕西中能煤田有限公司,陕西榆林 719000

矿业与冶金

浅埋煤层回采巷道支护参数钻孔窥视数值模拟

shallow coal seammining roadwaysupport parametersdrilling peepnumerical simulation

《煤炭与化工》 2026 (4)

13-19,7

10.19286/j.cnki.cci.2026.04.003

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