金川三矿区破碎围岩巷道低成本支护方式研究与实践
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武汉科技大学

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TD353 ??????

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国家自然科学基金资助项目(51974206);湖北省安全生产专项资金科技项目(KJZX202007007)


Research and Practice on Low-cost Support Method of Broken Surrounding Rock Roadway in Jinchuan No.3 Mining Area
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Wuhan University of Science and Technology

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    摘要:

    针对金川三矿区深部破碎围岩巷道支护工程中施工工艺复杂,支护成本高的问题,以三矿区深部破碎围岩巷道为研究对象,首先建立了双层喷锚网和单层喷锚网+钢筋条支护方式数值计算模型,并对比分析了不同支护方案下的围岩塑性区、围岩变形量、支护锚杆受力、围岩安全区域,结果表明单层喷锚网+钢筋条支护能达到双层喷锚网支护效果。最后在1330分段分层联络道进行两种支护方式的现场试验,支护试验巷道变形监测表明单层喷锚网+钢筋条支护下的顶板变形量略大于双层喷锚网,但两帮的变形量则小于双层喷锚网,且试验巷道都没有发生破坏。数值模拟和现场试验均表明,在三矿区一定条件下采用单层喷锚网+钢筋支护方式替代原双层喷锚网支护方式是完全可行的,满足现场正常生产的要求。

    Abstract:

    In view of the complex construction technology and high support cost in the support engineering of deep broken surrounding rock roadway in Jinchuan No. 3 mining area, this paper takes the deep broken surrounding rock roadway in Jinchuan No. 3 mining area as the research object. Firstly, the numerical calculation models of double-layer spray anchor net and single layer spray anchor net add steel bar support are established, and the surrounding rock plastic zone, surrounding rock deformation, supporting bolt force and surrounding rock safety area under different support schemes are compared and analyzed. The results show that single layer spray anchor net add steel bar support can achieve the effect of double-layer concreting anchor mesh support. Finally, the field tests of two support modes are carried out in the 1330 sectional layered contact roadway, the deformation monitoring of the support test roadway shows that the roof deformation under the single layer spray anchor net add steel bar support is slightly larger than that of the double-layer shotcrete anchor net, the deformation of the two sides is less than that of the double-layer spray anchor net, and there is no failure in the test roadway. Numerical simulation and field tests show that it is feasible to replace the original double-layer concreting and bolting support with single layer spray anchor net add steel bar support under certain conditions in Jinchuan No. 3 mining area, which can meet the requirements of on-site normal production.

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  • 收稿日期:2022-12-29
  • 最后修改日期:2023-01-06
  • 录用日期:2023-02-03
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