基于粘聚力单元的冲击载荷与频率对锥形齿破碎干热岩机理的数值研究
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1.西南石油大学;2.西南石油大学地热能研究中心;3.西南石油大学石油与天然气工程学院;4.中国石油川庆钻探工程有限公司钻采工程技术研究院

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TE21

基金项目:

地球深部探测与矿产资源勘查国家科技重大专项项目(2024ZD1003600)。


Numerical Study on the Mechanism of Conical Tooth Fracturing of Hot Dry Rock under Different Impact Loads and Frequencies Based on Cohesion Element
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Affiliation:

1.Southwest Petroleum University;2.Geothermal Energy Research Center,Southwest Petroleum University;3.Petroleum Engineering School,Southwest Petroleum University;4.Drilling and Production Technology Research Institute,CNPC Chuanqing Drilling and Exploration Engineering Co

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    摘要:

    随着中深层干热岩地热资源的开发,传统钻井技术面临着高强度硬岩带来的诸多挑战,钻头吃入地层能力不足和旋转刮削效率不高等瓶颈严重制约钻井效率。在这种背景下,液动冲击锤钻井技术展现出了显著的提速优势。为深入探究冲击载荷幅值与频率耦合作用下的破岩规律,选取了深层花岗岩作为研究对象,基于高温高围压(200℃、40 MPa)环境下的岩石动态力学实验数据,通过引入cohesive粘聚力单元构建了锥形齿冲击切削干热岩的二维动力学数值模型,系统地分析了不同冲击载荷(9~13 kN)和冲击频率(30~60 Hz)对岩石破碎形态、动态响应特征及冲击功的影响规律。研究结果表明,锥形齿冲击切削破岩呈现出明显的“动态压碎-剪切耦合”特征,破岩过程经历了局部压碎起裂、体积破碎扩展到压剪混合破坏的动态演化。当冲击载荷增加时,系统的动态响应幅值显著增强,破岩模式也由浅层局部压碎向大范围的压剪混合破坏演变,破碎体积显著增加。同时,提高冲击频率能够强化应力波在岩石内部的叠加效应和能量的连续输入,使动态响应波动更加密集,进一步扩大了齿尖前方的楔形破碎区。此外,随着载荷和频率的增加,冲击做功显著增大,系统能量更有效地转化为岩石损伤与断裂能。本研究揭示了高频高能参数对冲击破岩效率的作用机制,为液动冲击锤的参数优化及钻头结构设计提供了重要的理论依据。

    Abstract:

    As the development of geothermal resources in medium to deep dry hot rock formations progresses, traditional drilling technologies face numerous challenges posed by high-strength hard rocks. These challenges, including inadequate bit penetration capacity and low rotational cutting efficiency, severely constrain drilling performance. In this context, hydraulic impact hammer drilling technology has demonstrated significant advantages in enhancing drilling speed. To investigate the rock-breaking mechanisms under the coupled effects of impact load magnitude and frequency, deep granite was selected as the research object. Based on dynamic mechanical experimental data obtained under high-temperature and high-pressure conditions (200 °C, 40 MPa), a two-dimensional dynamic numerical model for cone-shaped tooth impact cutting of dry hot rock has been developed by incorporating cohesive elements. This model systematically analyzes the effects of varying impact loads (9 to 13 kN) and impact frequencies (30 to 60 Hz) on rock fragmentation patterns, dynamic response characteristics, and impact work. The results indicate that the cone-shaped tooth impact cutting exhibits a pronounced "dynamic crushing-shear coupling" feature, with the rock-breaking process undergoing dynamic evolution from local crushing initiation to volume fracturing, eventually leading to shear-mixed destruction. An increase in impact load significantly enhances the system"s dynamic response amplitude, leading to a transition in the rock-breaking mode from shallow local crushing to extensive shear-mixed failure, accompanied by a notable increase in the fractured volume. Additionally, increasing the impact frequency reinforces the superposition effect of stress waves within the rock and ensures continuous energy input, resulting in a denser dynamic response and further expanding the wedge-shaped fracture zone in front of the tooth tip. Moreover, as both load and frequency increase, the impact work increases significantly, allowing the system"s energy to be more efficiently converted into rock damage and fracture energy. This study reveals the mechanisms by which high-frequency and high-energy parameters influence the efficiency of impact rock breaking, providing important theoretical support for the optimization of hydraulic impact hammers and the design of drill bit structures.

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周伟,张继赟,付建红,等. 基于粘聚力单元的冲击载荷与频率对锥形齿破碎干热岩机理的数值研究[J]. 科学技术与工程, , ():

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  • 收稿日期:2026-04-07
  • 最后修改日期:2026-05-28
  • 录用日期:2026-07-27
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