煤炭工程 ›› 2020, Vol. 52 ›› Issue (1): 49-53.doi: 10.11799/ce202001011

• 施工技术 • 上一篇    下一篇

矿用高强锚索束在重复跨采软岩巷道中的应用

孙辉,陈晨,马振乾,师思   

  1. 1. 重庆安全技术职业学院
    2. 贵州大学矿业学院
  • 收稿日期:2019-01-07 修回日期:2019-03-27 出版日期:2020-01-10 发布日期:2020-05-13
  • 通讯作者: 孙辉 E-mail:41404545@qq.com

Application of mine high-strength anchor cable bundle in repeated cross mining soft rock roadway

  • Received:2019-01-07 Revised:2019-03-27 Online:2020-01-10 Published:2020-05-13
  • Contact: SUN Hui E-mail:41404545@qq.com

摘要: 重复跨采作用下软岩巷道变形破坏严重,为解决此类支护难题,以淮北芦岭矿II82运输上山为工程背景,分析围岩地质条件,并对巷道变形破坏特征进行总结,通过岩石力学强度试验、现场钻孔窥视,结合理论分析,分析了巷道失稳的主要原因:围岩自身强度低、围岩流变影响、重复跨采影响、支护方式选择不合理,最后提出“常规锚网喷+浅部围岩注浆强化加固+矿用高强锚索束联合中空注浆锚索支护”控制技术。现场实践表明:试验段巷道在工作面跨采期间顶板、底板、帮部位移量依次为20mm、42mm、25mm,相对于常规支护非试验段巷道降低了43%、60%、57%,实现了巷道围岩的稳定控制。

关键词: 锚索束, 重复跨采, 软岩巷道, 围岩控制

Abstract: The deformation and destroying of soft rock roadway was serious in repeated cross mining. In order to solve the support difficult problem of this condition, taking Ⅱ82 transport rise of Luling coal mine as the engineering background, we summarized distortion and failure character of roadway. Through strength experiment of rock mechanics, field borehole observation and theoretical analysis, main reason for roadway of losing stability was studied. It were low strength of surrounding rock, unreasonable choice of support method and repeated cross mining influence. Finally, the control technology of "conventional anchor net spray + shallow surrounding rock grouting reinforcement + mine high-strength anchor cable bundle combined with hollow grouting anchor cable support" was proposed. Field practice showed that the total displacement of roof, floor and sides of roadway in the test section was 20mm, 42mm and 25mm respectively during the cross mining of the working face. It was 43%, 60%, 57% lower than the conventional support roadway in the non-test section, the stability control of the surrounding rock of the roadway was realized.

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