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大断面巷道围岩控制技术研究

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随着矿井规模与煤矿产能的增加,巷道断面也随之增大.大断面巷道由于其开挖跨度较大,在开挖过程中围岩破坏严重,开挖进度较慢.为解决安山煤矿5-1煤大断面巷道支护问题,兼顾巷道稳定性与工程进度,本文根据组合梁理论对安山煤矿5-1煤大断面巷道进行支护方案优化,并采用数值模拟及现场实测的手段对其进行科学性验证.结果表明,优化后的支护方案大幅度减小了巷道围岩破坏程度,改善了围岩环境,明显增强了巷道稳定性,且优化方案增大了锚杆索间排距,缩减了锚杆索数量,一定程度上提高了巷道开挖工程进度.
Research on surrounding rock control technology of large section roadway
With the increase of mine scale and coal mine production capacity,the roadway section also increased.Due to the large excavation span of the large section roadway,the surrounding rock was seriously damaged during the excavation process,and the excavation progress was slow.In order to solve the support problem of large section roadway in No.5-1 coal seam of Anshan Mine,taking into account the stability of roadway and the progress of the project,the composite beam theory was used to optimize the support scheme of large section roadway in No.5-1 coal seam of Anshan Mine,and numerical simulation and field measurement was used to verify it scientifically.The results showed that the optimized support scheme greatly reduced the damage degree of roadway surrounding rock,improved the surrounding rock environment,and obviously enhanced the stability of roadway.The optimization scheme increased the row spacing between bolt and cable,reduced the number of bolt and cable,and improved the excavation progress of roadway to a certain extent.

large sectionroadway supportanchor cablenumerical simulationfield test

刘永忠

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陕西涌鑫矿业有限责任公司安山煤矿,陕西榆林 719000

大断面 巷道支护 锚杆索 数值模拟 现场实测

2024

煤炭与化工
河北省化学工业研究院

煤炭与化工

影响因子:0.246
ISSN:2095-5979
年,卷(期):2024.47(7)