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基于巷道围岩松动圈测试的支护设计优化OA

Support design optimization based on roadway surrounding rock loose circle test

中文摘要英文摘要

松动圈的大小对巷道支护参数的确定有重要影响.为对支护方案进行优化,在邢东矿11220运料巷开展了松动圈测试的研究.在对比当前常用的测试方法基础上,为提高精度,采用声波测试和钻孔窥视相结合的方法.结果表明,巷道顶板平均破坏深度为2.0m,巷道两帮平均破坏深度为4.5m.基于测试结果分析,当前方案顶板支护参数较为合适,对巷帮锚索和支护组合构件等进行了优化.矿压观测表明,采用优化后的支护方案,巷道顶板最大下沉量减小12%,两帮最大收敛值减小33%.

The size of loose circle has an important influence on the determination of roadway support parameters.In order to optimize the support scheme,the study of loose circle test was carried out in Xingdong Mine.On the basis of comparing the current commonly used test methods,in order to improve the accuracy,the method of combining acoustic wave test and borehole peeping was adopted.Seven peep holes and three acoustic test holes were arranged.The results showed that the average failure depth of the roadway roof was 2.0 m,and the average failure depth of the two sides of the roadway was 4.5 m.Based on the analysis of the test results,the roof support parameters of the current scheme were more suitable,and the parameters such as the roadway side anchor cable and the support attachment were optimized.The mine pressure observation showed that the roof subsidence of the roadway was reduced by 12%,and the both sides convergences were reduced by 33%.

汪隆靖;邢世坤

中煤科工集团重庆研究院有限公司,重庆 400037冀中能源股份有限公司邢东矿,河北邢台 054001

矿业与冶金

松动圈钻孔窥视声波测试支护优化

loosening ringborehole peepingacoustic testsupport optimization

《煤炭与化工》 2026 (3)

45-47,83,130,5

10.19286/j.cnki.cci.2026.03.010

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