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基于巷道围岩松动圈测试的支护设计优化

汪隆靖 邢世坤

煤炭与化工2026,Vol.49Issue(3):45-47,83,130,5.
煤炭与化工2026,Vol.49Issue(3):45-47,83,130,5.DOI:10.19286/j.cnki.cci.2026.03.010

基于巷道围岩松动圈测试的支护设计优化

Support design optimization based on roadway surrounding rock loose circle test

汪隆靖 1邢世坤2

作者信息

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

摘要

Abstract

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%.

关键词

松动圈/钻孔窥视/声波测试/支护优化

Key words

loosening ring/borehole peeping/acoustic test/support optimization

分类

矿业与冶金

引用本文复制引用

汪隆靖,邢世坤..基于巷道围岩松动圈测试的支护设计优化[J].煤炭与化工,2026,49(3):45-47,83,130,5.

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