旋冲载荷下冻结岩层新型钻具设计及破岩机理研究
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1.中国矿业大学北京力学与土木工程学院;2.中煤第五建设有限公司第三工程处

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TD42

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中央高校基本科研业务费项目(BBJ2026096)


Design and Rock-Breaking Mechanism of a Novel Drilling Tool for Frozen Rock Strata Under Rotary-Percussive Loads
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1.School of Mechanics Civil Engineering,China University of Mining Technology-Beijing;2.Third Engineering Department of China Coal No Construction Company Limited,Xuzhou;3.Third Engineering Department of China Coal No. 5 Construction Company Limited

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    摘要:

    针对冻结岩层钻进效率低、钻具磨损快的问题,设计了一种新型旋转冲击钻具。该钻具集成了杆体、导流通道、功能刀齿及排屑空间,5个楔形刀齿采用内宽外窄的几何设计、沿钻具端面呈五边形发散布置,借助楔形尖端的应力集中效应诱发冻结岩石脆性崩碎,并通过发散式排屑槽增大瞬时排屑空间。以鄂尔多斯新街矿区现场冻结砂岩为研究对象,利用分离式霍普金森压杆(SHPB)装置在-10 ℃、应变率100~300 s-1条件下获得岩样动态应力-应变曲线;基于LS-DYNA建立SHPB数值模型,采用L27(313)正交试验对Riedel-Hiermaier-Thoma(RHT)材料模型中相对剪切强度、相对拉伸强度等13个关键参数进行标定,优化后模拟曲线与试验曲线在峰值强度、峰值应变及峰后软化段吻合良好。在此基础上构建冻结岩层旋转冲击钻进有限元模型,系统考察转速(100~300 r/min)与冲击频率(40~80 Hz)对破岩行为的耦合影响。结果表明:新型钻具的破岩过程可划分为高效切入期、速率衰减期与稳态平衡期3个阶段;在50 Hz、250 r/min工况下,新型钻具的破岩速度较常规钻具提升约34.5%,最低单位深度能耗(181.2 J/mm)较常规钻具最优能耗(236.4 J/mm)降低约23%;冲击频率与转速间存在最优匹配关系,40~70 Hz范围内最优转速位于250 r/min附近,80 Hz工况下最优转速前移至200 r/min附近。在本文参数范围内,转速对破岩速度的影响较冲击频率更显著。现场试验中新型钻具平均钻进速度达42.6 m/h,较常规钻具(28.3 m/h)提升约50.5%,平均寿命由103 m提高至215 m,且未出现卡钻,验证了其在冻结岩层中的高效性与可靠性,可为煤矿冻结法凿井装备设计提供参考。

    Abstract:

    To address the problems of low drilling efficiency and rapid tool wear in frozen strata, a novel rotary-percussive drilling tool is designed. The tool integrates a rod body, flow channels, functional cutters, and chip evacuation spaces. Five wedge-shaped cutters with an inner-wide and outer-narrow geometry are arranged in a pentagonal pattern on the tool face. The stress concentration effect at the wedge tip induces brittle fragmentation of the frozen rock, while the divergent chip grooves increase the instantaneous chip evacuation capacity. Taking in-situ frozen sandstone from the Xinjie mining area in Ordos as the research object, dynamic stress-strain curves of rock samples were obtained using a Split Hopkinson Pressure Bar (SHPB) system at -10 ℃ and strain rates of 100~300 s-1. An SHPB numerical model was established based on LS-DYNA, and an L27(313) orthogonal experiment was conducted to calibrate thirteen key parameters of the Riedel-Hiermaier-Thoma (RHT) material model, including relative shear strength and relative tensile strength. The optimized simulated curves showed good agreement with the experimental curves in terms of peak strength, peak strain, and the post-peak softening segment. Subsequently, a finite element model of rotary-percussive drilling in frozen strata was developed, and the coupling effects of rotational speed (100~300 r/min) and impact frequency (40~80 Hz) on rock-breaking behavior were systematically investigated. The results show that the rock-breaking process of the new tool can be divided into three stages: efficient penetration, rate attenuation, and steady-state equilibrium. Under the condition of 50 Hz and 250 r/min, the rock-breaking speed of the new tool is approximately 34.5% higher than that of a conventional tool, and the minimum energy consumption per unit depth (181.2 J/mm) is about 23% lower than the optimal energy consumption of the conventional tool (236.4 J/mm). There exists an optimal matching relationship between impact frequency and rotational speed. In the range of 40~70 Hz, the optimal rotational speed is approximately 250 r/min; at 80 Hz, the optimal rotational speed shifts to approximately 200 r/min. Within the parameter range of this study, rotational speed has a more significant effect on rock-breaking speed than impact frequency. In field tests, the new tool achieved an average drilling speed of 42.6 m/h, which is about 50.5% higher than that of the conventional tool (28.3 m/h). The average tool life increased from 103 m to 215 m, and no bit sticking occurred. These results validate the high efficiency and reliability of the new tool in frozen strata, offering a reference for the design of equipment used in the freeze-shaft sinking method for coal mines.

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杨立云,陶涛然,江军,等. 旋冲载荷下冻结岩层新型钻具设计及破岩机理研究[J]. 科学技术与工程, , ():

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  • 收稿日期:2026-05-21
  • 最后修改日期:2026-07-25
  • 录用日期:2026-09-09
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