岩土力学 ›› 2025, Vol. 46 ›› Issue (2): 673-684.doi: 10.16285/j.rsm.2024.0414

• 测试技术 • 上一篇    

防冲钻机钻测智能化试验平台研制及初步应用

谭健1,刘学生2,耿艳峰1,付彪2,王洪磊3,许珂2   

  1. 1. 中国石油大学(华东) 控制科学与工程学院,山东 青岛 266580;2. 山东科技大学 能源与矿业工程学院,山东 青岛 266590; 3. 中国地质大学(武汉) 湖北巴东地质灾害国家野外科学观测研究站,湖北 武汉 430074
  • 收稿日期:2024-04-07 接受日期:2024-06-11 出版日期:2025-02-10 发布日期:2025-02-11
  • 通讯作者: 刘学生,男,1988年生,博士,教授,博士生导师,主要从事巷道围岩控制、矿山灾害防控等方面的研究。E-mail: xuesheng1134@163.com
  • 作者简介:谭健,男,1991年生,博士研究生,主要从事采动应力测控及应用方面的研究。E-mail: tjtylllp@126.com
  • 基金资助:
    国家自然科学基金(No. 52374218,No. 52174122);山东省自然科学基金优秀青年基金(No. ZR2022YQ49);山东省泰山学者青年专家(No. tsqn202211150)

Development and preliminary application of an intelligent testing platform for drilling and testing of rockburst prevention drilling rig

TAN Jian1, LIU Xue-sheng2, GENG Yan-feng1, FU Biao2, WANG Hong-lei3, XU Ke2   

  1. 1. College of Control Science and Engineering, China University of Petroleum (East China), Qingdao, Shandong 266580, China; 2. College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao, Shandong 266590, China; 3. Badong National Observation and Research Station of Geohazards, China University of Geosciences (Wuhan), Wuhan, Hubei 430074, China
  • Received:2024-04-07 Accepted:2024-06-11 Online:2025-02-10 Published:2025-02-11
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52374218, 52174122), the Excellent Youth Fund of Shandong Natural Science Foundation (ZR2022YQ49) and the Taishan Scholars Youth Expert Plan of Shandong Province(tsqn202211150)。

摘要: 为研究钻机钻进参数与围岩参数定量关系,实现冲击地压卸压钻进与预警评价同步,自主研发一套防冲钻机钻测智能化试验平台。该平台由智能钻测试验钻机、大尺度真三轴应力加载系统、计算机控制系统和其他辅助装置等组成。平台能够较好地还原现场环境下的岩体力学参数与结构特征,实现随钻参数的实时测量与收集;利用该平台初步开展验证性试验。结果表明:真三轴应力加载系统通过电液伺服系统控制横向与竖向加载液压缸,实现大尺度试件的精确均匀真三轴加载,最大压力达6 000 kN,可真实再现千米深井围岩应力状态;智能钻测试验钻机在导轨式液压钻机基础上,设计新型高精度传感装置及信号传输模块,实现复杂工况下钻杆钻进过程中近钻头处随钻参数的实时测量与传输;计算机控制系统具有真三轴加载、钻机钻进控制、钻进参数收集等功能,实现钻进与参数采集同步;平台整体结构设计合理,操作简单。研发的试验平台可开展真三轴应力状态下大尺度试件钻进试验,对于研究建立钻机钻进参数与围岩参数定量关系,研发钻进过程中冲击危险性同步智能预警技术,实现围岩稳定性评估并进行同步预警等具有重要意义。

关键词: 试验平台, 冲击地压, 真三轴加载, 随钻参数, 实时测量

Abstract: To investigate the quantitative relationship between drilling rig parameters and surrounding rock parameters, and to achieve the synchronization of rockburst pressure relief drilling and early warning evaluation, we independently developed an intelligent experimental platform for drilling and testing of rockburst prevention drilling rigs. The platform consists of an intelligent drilling and testing rig, a large-scale true triaxial stress loading system, a computer control system, and other auxiliary devices. The platform effectively reproduces the mechanical parameters and structural characteristics of rock masses in field environments, enabling real-time measurement and collection of parameters during drilling. This study utilizes the platform to conduct preliminary validation experiments. The results show that the true triaxial stress loading system controls the horizontal and vertical multi-point loading hydraulic cylinder through an electro-hydraulic servo system, achieving precise and uniform true triaxial loading of large-scale specimens, with a maximum pressure of 6 000 kN, and can accurately reproduce the stress state of the surrounding rock of a kilometer deep well. The intelligent drilling and test rig, based on a guide rail hydraulic drilling rig, incorporates a high-precision sensing device and signal transmission module to enable real-time measurement and transmission of drilling parameters near the drill bit during drilling process of drill rods under complex conditions. The computer control system has functions such as true three-axis loading, drilling control, and drilling parameter collection, achieving synchronization between drilling and data acquisition. The overall structure design of the platform is reasonable and user-friendly. The developed platform can conduct large-scale specimen drilling tests under true triaxial stress conditions, significantly contributing to the study and establishment of quantitative relationships between drilling parameters and surrounding rock parameters, the development of synchronous intelligent warning technology for impact hazards, and the achievement of stability evaluation and synchronous warning of surrounding rock.

Key words: test platform, rock burst, true triaxial loading, drilling parameters, real-time measurement

中图分类号: TD 41
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