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隧道建设(中英文) ›› 2023, Vol. 43 ›› Issue (9): 1455-1462.DOI: 10.3973/j.issn.2096-4498.2023.09.002

• 研究与探索 • 上一篇    下一篇

一种基于水平定向钻的模型试验装置

张晟斌1, 刘继国1 2, 刘夏临1 2 *, 舒恒1, 2, 程勇1, 赵强3, 马保松3   

  1. 1. 中交第二公路勘察设计研究院有限公司, 湖北 武汉 430056 2. 中交集团隧道与地下空间工程技术研发中心, 湖北 武汉 430056 3. 中山大学, 广东 珠海 519082
  • 出版日期:2023-09-20 发布日期:2023-10-16
  • 作者简介:张晟斌(1970—),男,湖北建始人,1991年毕业于同济大学,桥梁工程专业,本科,正高级工程师,从事公路隧道勘察、设计和咨询方面的工作。Email: 330877887@qq.com。*通信作者: 刘夏临, Email: 745786066@qq.com。

A Model Test Device Based on Horizontal Directional Drilling

ZHANG Shengbin1, LIU Jiguo1, 2, LIU Xialin1, 2, *, SHU Heng1, 2, CHENG Yong1, ZHAO Qiang3, MA Baosong3   

  1. (1. CCCC Second Highway Consultants Co., Ltd., Wuhan 430056, Hubei, China; 2. CCCC Tunnel and Under ground Space Engineering Technology R&D Center, Wuhan 430056, Hubei, China; 3. Sun Yat-sen University, Zhuhai 519082, Guangdong, China)
  • Online:2023-09-20 Published:2023-10-16

摘要: 水平定向钻进模型试验装置可为探究钻进参数与岩石物理力学参数之间的定量关系提供良好的试验平台。针对水平定向钻技术在隧道地质勘察的应用,自主研发一种可用于研究水平定向钻钻进参数与岩石强度相关性的模型试验装置。该模型试验装置包含钻进压力动力系统、旋转动力系统和参数测量系统。其中,钻进压力动力系统和旋转动力系统分别由液动螺杆马达和液压油缸驱动,可采集位移、钻进压力、钻头的转速和转矩、系统水压力和水流量等参数。采用6块强度等级为M15的砂浆试块测试该试验系统的可行性,得出结果: 1)水平定向钻的钻进速度与钻头的转矩随着钻进压力的增大而不断增大; 2)泥浆系统循环压力和钻头转矩呈正比例变化关系,泥浆系统循环流量和钻头的转速呈正相关变化关系; 3)该试验装置能够在保持水平定向钻工作特性的前提下研究钻进参数与岩石强度之间的定量关系。

关键词: 水平定向钻进, 模型试验装置, 钻进参数, 隧道勘察

Abstract: Horizontal directional drilling model test apparatus can provide a feasible test platform for exploring the quantitative relationship between drilling and rock physicomechanical parameters. In this research, a model test device that can investigate the correlation between horizontal directional drilling parameters and rock strength is independently developed to observe the application of horizontal directional drilling technology in tunnel geological investigations. The device includes drilling pressure power, rotary power, and parameter measurement systems. The drilling pressure power and rotation power systems are driven by positive displacement motors and hydraulic cylinders, respectively, which can measure displacement, drilling pressure, rotational speed, torque, system water pressure, and water flow rate. The feasibility of the test system is tested using six mortar test blocks with a strength grade of M15, and the following results are obtained. (1) The drilling speed of horizontal directional drilling and the reaction torque of the bit increase with increasing drilling pressure. (2) A positive proportional change relationship exists between the mud system circulation pressure and the reaction torque of the bit, as well as between the mud system circulation flow and the rotational speed of the bit. (3) The quantitative relationship between drilling parameters and rock strength can be studied using the test device while preserving the working characteristics of horizontal directional drilling.

Key words: horizontal directional drilling, model test device; drilling parameters, tunnel exploration