煤炭工程 ›› 2016, Vol. 48 ›› Issue (1): 56-58.doi: 10.11799/ce2016010017

• 施工技术 • 上一篇    下一篇

大断面巷道过大落差逆断层破碎带支护技术

陶文斌1,马海峰2,罗勇1,胡伟3   

  1. 1. 安徽理工大学
    2. 安徽理工大学能源与安全学院
    3. 淮南矿业集团
  • 收稿日期:2014-12-22 修回日期:2015-04-08 出版日期:2016-01-10 发布日期:2016-02-01
  • 通讯作者: 陶文斌 E-mail:891896891@qq.com

Large section roadway cross high thrust fault fracture zone support technology and application

  • Received:2014-12-22 Revised:2015-04-08 Online:2016-01-10 Published:2016-02-01

摘要: 针对断层破碎带内岩层裂隙发育,大断面巷道过大落差断层破碎带时,传统过断层工艺难以保证巷道稳定性和行人安全及运输的问题,根据潘三矿西三C组煤中部采区矸石带式输送机运输上山过落差为20~60m的大型逆断层的工程地质条件,制定先对断层破碎带进行预注浆,再采用中空注浆锚杆(索)超前加固顶板围岩,实施架棚支护,最后对巷道围岩进行二次注浆加固的支护方案。工程实践表明:采用“预注浆+超前支护+架棚+二次注浆”全断面一次通过断层破碎带的支护技术,使采区矸石带式输送机运输上山安全通过断层破碎带,巷道变形量小,稳定性较好。

关键词: 大断面巷道, 大落差, 逆断层, 破碎带, 支护技术

Abstract: Abstract: For fault fracture zone in the rock fissures and large section roadway through high fault fracture zone, the traditional crossing fault technology is difficult to guarantee the stability of the roadway and pedestrian safety and transportation issues. According to Pansan coal mine central mining waste rock belt machine transportation roadway in group C coal experienced up to 20~60m large thrust of the engineering geological condition, formulated the following plan to solve the above problem, first the fault fracture zone were pre-grouting, then used the hollow grouting anchor (cable) advance strengthening roof rock, implemented shed shoring, finally surrounding rock of roadway used secondary grouting reinforcement. Engineering practice shows that mining waste rock belt machine transportation roadway crossed fault fracture zone safely by using "pre-grouting - Advance Support - Shed - secondary grouting" whole section once through the fault fracture zone of the support technology, and roadway surrounding rock has been effective controlled.

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