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软弱破碎围岩小孔径锚索钻孔钻进技术研究与试验

王睿 鄢浩 陈睿祺 于家武 肖文辉

王睿, 鄢浩, 陈睿祺, 于家武, 肖文辉. 软弱破碎围岩小孔径锚索钻孔钻进技术研究与试验[J]. 岩土工程技术, 2025, 39(6): 915-921. doi: 10.20265/j.cnki.issn.1007-2993.2024-0408
引用本文: 王睿, 鄢浩, 陈睿祺, 于家武, 肖文辉. 软弱破碎围岩小孔径锚索钻孔钻进技术研究与试验[J]. 岩土工程技术, 2025, 39(6): 915-921. doi: 10.20265/j.cnki.issn.1007-2993.2024-0408
Wang Rui, Yan Hao, Chen Ruiqi, Yu Jiawu, Xiao Wenhui. Drilling technology and experiment of small aperture anchor cable in weak-broken rock[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(6): 915-921. doi: 10.20265/j.cnki.issn.1007-2993.2024-0408
Citation: Wang Rui, Yan Hao, Chen Ruiqi, Yu Jiawu, Xiao Wenhui. Drilling technology and experiment of small aperture anchor cable in weak-broken rock[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(6): 915-921. doi: 10.20265/j.cnki.issn.1007-2993.2024-0408

软弱破碎围岩小孔径锚索钻孔钻进技术研究与试验

doi: 10.20265/j.cnki.issn.1007-2993.2024-0408
基金项目: 四川省自然科学基金( 24NSFSC5134);四川师范大学自制仪器研发项目(ZZYQ2021003)
详细信息
    作者简介:

    王 睿,女,1988年生,副教授,博士,主要从事地下工程方面的教学和科研工作。E-mail:522900646@qq.com

  • 中图分类号: U455

Drilling technology and experiment of small aperture anchor cable in weak-broken rock

  • 摘要: 如何高效施钻深锚孔是制约小孔径预应力锚索在软弱破碎围岩中应用的关键。以木寨岭公路隧道为工程依托,在分析钻进关键参数基础上,选择适宜锚杆钻机和PDC钻具开展了小孔径锚索钻孔钻进技术研究与试验。主要结论如下:提出的基于转速n、轴推力F、扭矩M等关键参数的锚杆钻机选型方法,能够实现对锚杆钻机的合理选型;后倾角是PDC钻具钻进工效和使用寿命的关键影响因素,设计应以20°为基准;适当减小PDC钻具后倾角有助于提升钻进工效,且随岩石强度降低及钻进深度增加,提升效果越明显,但存在着PDC钻具使用寿命下降的情况。研究成果有助于提升小孔径预应力锚索的施工工效。

     

  • 图  1  木寨岭公路隧道地质纵断面图

    图  2  掌子面主要围岩类型

    图  3  PDC切削齿关键参数

    图  4  PDC切削齿破岩力学模型

    图  5  后倾角α与水平力F2的关系曲线

    图  6  PDC钻具2种失效模式

    图  7  不同岩石中2种PDC钻具使用寿命

    图  8  钻进工效

    表  1  岩体主要力学指标

    岩体名称抗压强度R/MPa变形模量E/GPa泊松比ν内摩擦角φ/(°)黏聚力c/MPa
    炭质板岩16~3820.37320.9
    砂质板岩39~653.50.34351.2
    下载: 导出CSV

    表  2  MQT-130/3.2钻机主要参数

    参数 设计值 优选值 备注
    转速/(r∙min) 260 220~384 满足要求
    转矩/(N∙m) 130 >22.7 满足要求
    最大推力/kN 8.8 >7.7 炭质板岩中钻速>0.8 m/min
    下载: 导出CSV

    表  3  2种PDC钻具的主要参数


    PDC-1

    PDC-2
    编号 钻具直径/mm PDC片半径/mm 后倾角/(°) 侧转角/(°) 材质
    PDC-1 28 6.75 17.5 5 35CrMo合金钢+PDC
    PDC-2 28 6.75 20 5 35CrMo合金钢+PDC
    下载: 导出CSV

    表  4  试验段信息

    编号 里程 岩性 代表性掌子面 抗压强度Rc/MPa 地下水情况 钻具 钻孔统计数/个
    Y-1-1ZK216+943~+934.2炭质
    板岩
    20~33(6组)不发育PDC-175
    Y-1-2ZK216+934.2~+925.816~35(8组)PDC-275
    Y-2-1YK219+845.8~+855.4砂质
    板岩
    42~61(10组)PDC-175
    Y-2-2YK219+874.6~+884.233~70(10组)PDC-275
    下载: 导出CSV
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出版历程
  • 收稿日期:  2024-09-06
  • 修回日期:  2025-01-08
  • 录用日期:  2025-03-06
  • 网络出版日期:  2025-12-08
  • 刊出日期:  2025-12-08

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