灌注桩,冲击钻机,潜孔锤,LS-DYNA数值模拟,碎岩效率


," /> 灌注桩,冲击钻机,潜孔锤,LS-DYNA数值模拟,碎岩效率


,"/> <span>潜孔锤与冲击钻机联合钻进工艺成孔碎岩过程数值模拟</span>

吉林大学学报(地球科学版) ›› 2025, Vol. 55 ›› Issue (5): 1608-1618.doi: 10.13278/j.cnki.jjuese.20240014

• 地质工程与环境工程 • 上一篇    下一篇

潜孔锤与冲击钻机联合钻进工艺成孔碎岩过程数值模拟

周柳湘1, 余思琴2,3, 陈俊华1, 刘城1, 陈义1, 张鑫鑫2,3   

  1. 1.湖南基础工程有限公司,长沙410014

    2.有色金属成矿预测与地质环境监测教育部重点实验室(中南大学),长沙410083

    3.中南大学地球科学与信息物理学院,长沙410083

     

  • 出版日期:2025-09-26 发布日期:2025-11-15
  • 基金资助:

    国家自然科学基金项目(42302354,42372358);湖南省自然科学基金项目(2023JJ30664)


Numerical Simulation on Rock Breaking Process Using Combined Down-the-Hole Hammer and Percussive Drilling

Zhou Liuxiang1, Yu Siqin2,3, Chen Junhua1, Liu Cheng1, Chen Yi1, Zhang Xinxin2,3   

  1. 1. Hunan Foundation Engineering Company Limited, Changsha 410014, China

    2. Key Laboratory of Metallogenic Prediction of Nonferrous Metals and Geological Environment Monitoring (Central South

    University), Ministry of Education, Changsha 410083, China

    3. School of Geosciences and Info-Physics, Central South University, Changsha 410083, China

  • Online:2025-09-26 Published:2025-11-15
  • Supported by:
    Supported by the National Natural Science Foundation of China (42302354,42372358) and the Natural Science Foundation of Hunan Province (2023JJ30664)

摘要:

为探究潜孔锤与冲击钻机联合钻进工艺的效果,本文首先基于有限元模拟软件LS-DYNA数值模拟平台,采用HJC岩体本构模型和侵彻分析方法,模拟分析了灌注桩成孔过程中小钻孔布孔前后及不同钻孔直径条件下岩石与冲击锤头的冲击碎岩过程,然后结合福建泉州金屿大桥现场试钻试验,定量对比了单一冲击钻机钻进与联合钻进工艺的碎岩效率差异。结果表明:在小钻孔数量一定的情况下,随着岩体上所布小钻孔直径的增大,地层的损伤体积分数随之增大,同时单位体积岩石所需的能量降低,有利于提升岩体的破碎效果;能量传递效率与冲击锤头-岩体接触面面积密切相关,小钻孔数量一定时,随着小钻孔直径的增大,能量的传递效率初始有所提升,但当小钻孔直径超过一定数值后反而不利于能量的有效传递;冲击锤冲击岩石地层过程中,应力波随时间向岩石深部扩散并逐渐形成5条由中心向四周呈放射状的细长裂隙。此外,泉州金屿大桥现场试验定量数据表明:相较于单一冲击钻机钻进工艺,潜孔锤与冲击钻机联合钻进工艺的钻进效率平均提升54.47%,证实该工艺的实施有利于提高现场碎岩效率。


关键词: 灌注桩')">

灌注桩, 冲击钻机, 潜孔锤, LS-DYNA数值模拟,
')">碎岩效率


Abstract:

In order to investigate the beneficial effects of the combined drilling process of down-the-hole hammer and impact drilling, in this paper, the rock fragmentation process between rock and impact hammer head before and after the arrangement of small drill holes and under different hole diameters was investigated based on the HJC (Holmquist-Johnson-Concrete) constitutive model and the intrusion analysis method in the numerical simulation of LS-DYNA. At the same time, the rock fragmentation efficiency between the impact hammer drilling alone and the combined drilling process was quantitatively investigated in conjunction with the trial drilling test on site of the Jinyu Bridge in Quanzhou. The simulation results show that, with a constant number of small boreholes, as the diameter of the small boreholes drilled in the rock mass increases, the volume fraction of damaged rock mass increases. The increase in the diameter of the small boreholes reduces the energy required to break the unit volume of rock, which is beneficial for improving the fragmentation effect of the rock mass. The efficiency of energy transfer is related to the contact area between the impact hammer head and the rock. Under a constant number of small boreholes, an increase in the diameter of the small boreholes enhances the efficiency of energy transfer. However, beyond a certain value, an increase in the diameter of the small boreholes becomes unfavorable for the effective transfer of energy. During the process of the impact hammer impacting on the rock formation, the stress wave spreads out to the deeper part of the rock with time and gradually forms five  elongated fissures radiating from the center to the periphery. In addition, the results of on-site trial drilling tests show that the drilling efficiency of the combined drilling process can be improved by 54.47% on average compared with impact drilling alone. Comprehensive analysis shows that the implementation of the combined drilling process of down-the-hole hammer and impact drilling rig is conducive to improving the efficiency of rock crushing on site.


Key words: filled pile, impact drilling, down-the-hole hammer, LS-DYNA numerical simulation, rock fragmentation efficiency

中图分类号: 

  • P634
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