4/4/2025, 8:40:20 PM 星期五
凸轮型冲击旋压钻头成孔机理研究
CSTR:
作者:
作者单位:

1.吉林大学建设工程学院,吉林 长春 130000;2.长春光学精密机械与物理研究所,吉林 长春 130000

中图分类号:

P634

基金项目:

国家重点研发计划项目“特大滑坡应急处置与快速治理技术研究”课题三“特大滑坡防治大直径成孔钻具及施工机械小型化研究”(编号:2018YFC1505303);吉林省教育厅“十三五”科学技术项目“高压脉冲放电成桩土体瞬态动力响应与变形机理研究”(编号:JJKH20190132KJ)


Study on pore forming mechanism of cam bitin percussive rotary extruding drilling
Author:
Affiliation:

1.Collebe of Construction Engineering, Jilin University, Changchun Jilin , China;2.Changchun Institute of Optics, Fine Mechanics and Physics, Changchun Jilin , China

  • 摘要
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  • 参考文献 [42]
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    摘要:

    挤密钻头是潜孔锤冲击挤密钻进技术的关键所在,其结构形式直接影响着钻进效率、成孔质量和应用效果。应用非线性有限元理论,对动载荷作用下土体的弹塑性和压缩性的变化规律进行了分析。研究发现,常规钻头在冲击挤密钻进过程中产生的桩效应是导致钻进效率降低的主要原因。为了克服桩效应的影响,利用ANSYS/LSDYNA软件对阶梯式钻头和凸轮旋压钻头的钻进过程进行数值模拟分析,并通过实钻试验进行验证。数值模拟分析和试验结果均表明:凸轮旋压钻头能够有效避免钻进过程中土体回弹问题,降低桩效应对钻进效率的影响。试验结果与模拟结果相吻合,表明数值模拟的结果相对可靠。

    Abstract:

    The compact drill bit is the key of the DTH hammer percussion compact drilling technology. Its structure directly affects drilling efficiency, pore forming quality and application effect. Nonlinear finite element theory was used to analyze the changing laws of elastoplasticity and compressibility of soil under dynamic load. The result showed that: the phenomenon of piling effect is produced by conventional drill bits in the process of percussive compaction drilling is the main reason for the decrease in drilling efficiency. In order to overcome the influence of the pile effect, ANSYS/LSDYNA was used to perform numerical simulation analysis on the drilling process of stepped drill bits and cam spinning drill bits, and verified by actual drilling experiment. Both the numerical simulation analysis and the experiment results showed that the cam bit can effectively avoid the rebound problem of the soil during the drilling process and reduce the influence of the pile effect on the drilling efficiency. The experimental results are in good agreement with the simulation results, indicating that the numerical simulation results are relatively reliable.

    参考文献
    [1]李养平.潜孔锤冲击挤密钻进成孔法的探讨[J].探矿工程(岩土钻掘工程),1997(06):23-25.
    LI Yangping. Discussion on DTH hammer percussion compaction drilling method [J].Exploration Engineering (Rock Soil Drilling and Tunneling),1997(06):23-25.
    [2]马保松,D.Stein.可控土层挤密非开挖管线铺设方法及应用[J].探矿工程(岩土钻掘工程),2003(06):52-55.
    MA Baosong,D.Stein. Controllable soil displacement no-dig pipeline installing methods and their applications [J].Exploration Engineering (Rock Soil Drilling and Tunneling),2003(06):52-55.
    [3]曹品鲁. 潜孔锤冲击挤密钻进机理及挤密钻头的设计与实验研究[D].长春:吉林大学,2007.
    CAO Pinlu. Penetration mechanism of DTH percussion compact drilling and experimental research on compact bit[D].Changchun:Jilin University,2007
    [4]CAO P, YIN K, PENG J, et al. Optimization design and finite element analysis of core cutter [J]. Journal of China University of Mining and Technology, 2007,17(3): 399-402.
    [5]孙庆,曹品鲁,殷琨.冲击挤密作用下土体变形机理的有限元分析[J].煤田地质与勘探,2009,37(02):36-38.
    SUN Qing, CAO Pinlu, YIN Kun. Finite element analysis on deformation mechanism of soils under percussion-compact[J]. Coal Geology Exploration,2009,37(02):36-38.
    [6]宋勇军. 挤密桩挤土效应的理论分析与试验研究[D].西安:西安建筑科技大学,2006.
    Song Yong-jun. Theory analysis and test study on the compaction effect of compaction piles[D].Xi''an:Xi''an University of Architecture and Technology,2006.
    [7]时元玲,孙友宏,王清岩,邓树密.砂卵石层旋冲挤密钻进机具研究与应用[J].探矿工程(岩土钻掘工程),2014,41(04):64-66+78.
    SHI Yuanling, SUN Youhong, WANG Qingyan, DENG Shumi. Research and application of rotary-percussion-extruding drilling equipment in gravel with sand formation[J].Exploration Engineering (Rock Soil Drilling and Tunneling),2014,41(04):64-66+78.
    [8]孙荣军,谷拴成,谢晓波等.仿生冲击挤密钻头的研究[J].煤田地质与勘探,2018,46(03):174-178+183.
    SUN Rongjun, GU Shuancheng, XIE Xiaobo,et al. Research on bionic impact compacting bits[J].Coal Geology Exploration,2018,46(03):174-178+183.
    [9]曹雪宁. 直推式取样钻具优化设计研究[D].中国地质大学(北京),2020.
    CAO Xuening. Study on the optimum design of the direct push sampling drilling tool[D]. Beijing:China University of Geosciences (Beijing),2020.
    [10] 龚晓南等.地基处理手册[M].北京:中国建筑工业出版社.北京.2000.
    GONG Xiao-nan et al. Ground Treatment Manual[M].Beijing: China Construction Industry Press.Beijing.2000.
    [11]孔宪京,刘京茂,邹德高,宋永臣,陈楷,屈永倩,龚瑾.土-界面-结构体系计算模型研究进展[J].岩土工程学报,2020(9):1-10.
    KONG Xianjing, LIU Jingmao,ZOU Degao, et al. State-of-the-art: the computation model of soil-interface-structure system[J].Chinese Journal of Geotechnical Engineering.2020(9):1-10.
    [12]周爱兆,卢廷浩.基于广义位势理论的接触面弹塑性本构模型[J].岩土工程学报,2008(10):1532-1536.
    ZHOU Aizhao, LU Tinghao. Elasto-plastic constitutive model of interface based on generalized potential theory[J].Chinese Journal of Geotechnical Engineering: 2008(10):1532-1536.
    [13]陈楷,邹德高,孔宪京,刘京茂.多边形比例边界有限单元非线性化方法及应用[J].浙江大学学报(工学版),2017,51(10):1996-2004+2018.
    CHEN Kai, ZOU Degao, KONG Xianjing, LIU Jingmao. Novel nonlinear polygon scaled boundary finite element method and its application[J].Journal of Zhejiang University (Engineering Science),2017,51(10):1996-2004+2018.
    [14]李波. 土体颗粒尺度对其变形特性的影响与孔隙尺度对其渗流固结特性的影响[D].华南理工大学,2019.
    LI Bo. Effect of particle scale on deformation and effect of pore sacle on seepage and consolidation[D].South China University of Technology,2019.
    [15]Dalzell T D. Environmental and direct push drilling technologies[J].Pollution Engineering,
    2012,18:18-20.
    [17] A Benamar.SDynamic pile response using two pile-driving techniques[J]. Soil Dynamics and Earthquake Engineering. 2000,20 (1-4):243-247
    [18] B.I. Dalmatov. Soil Mechanics, Footings and Foundations:Geotechnika - Selected Translations of Russian Geotechnical Literature 3[M].CRC Press:2020-08-19.
    [19] J.A.R. Ortigao. Soil Mechanics in the Light of Critical State Theories[M].CRC Press:2020-08-13.
    [20] Hany Elosta. Geotechnical Engineering - Advances in Soil Mechanics and Foundation Engineering[M].IntechOpen:2020-07-15.
    [21] 张红松,胡仁喜,康士廷等著. ANSYS 14.5/LS.DYNA非线性有限元分析实例指导教程[M].机械工业出版社, 2013.
    Zhang Hongsong, Hu Renxi, Kang Shiting. ANSYS 14.5/LS.DYNA Example guide for nonlinear finite element analysis[M]. China Machine Press, 2013.
    [22] Hallquist JO. LS-DYNA theory manual, 2006
    [23]李长明,季伟峰.滚压法成孔(桩)技术方法的研究与试验[J].探矿工程(岩土钻掘工程),2001(S1):30-31.
    LI Changming, JI Weifeng. Research and test on the technology method of rolling hole (pile) [J].xploration Engineering (Rock Soil Drilling and Tunneling),2001(S1):30-31.
    [24]张永光. 冲击挤密潜孔锤外表减阻结构优化设计及试验研究[D].长春:吉林大学,2011.
    Zhang Yongguang. Optimum design and experimental research on the external surface-drag reduction structure of percussion-compact DTH hammer [D]. Changchun: Jilin university,2011.
    [25]罗春红. 凸轮型冲击回转挤压钻头成孔机理的研究[D].长春:吉林大学,2009.
    Luo Chunhong. The pore-forming mechanism study of cam bit on percussive-rotary extruding DTH drilling[D]. Changchun: Jilin university,2009.
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博 坤,孙思远,张永光.凸轮型冲击旋压钻头成孔机理研究[J].钻探工程,2020,47(11):77-82.
BO Kun, SUN Siyuan, ZHANG Yongguang. Study on pore forming mechanism of cam bitin percussive rotary extruding drilling[J]. Drilling Engineering, 2020,47(11):77-82.

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  • 收稿日期:2020-09-11
  • 最后修改日期:2020-10-12
  • 录用日期:2020-10-15
  • 在线发布日期: 2020-11-19
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