中国安全科学学报 ›› 2025, Vol. 35 ›› Issue (8): 118-128.doi: 10.16265/j.cnki.issn1003-3033.2025.08.1440

• 安全工程技术 • 上一篇    下一篇

受载煤岩随钻参数测定试验装置及耦合关系分析

范超军1,2(), 孙其旺1,2, 罗明坤3, 张佳绩1,2, 赖鑫峰1,2   

  1. 1 辽宁工程技术大学 鄂尔多斯研究院, 内蒙古 鄂尔多斯 017004
    2 辽宁工程技术大学 矿业学院, 辽宁 阜新 123000
    3 山西潞安环保能源开发股份有限公司 通风事业部, 山西 长治 046031
  • 收稿日期:2025-03-29 修回日期:2025-06-06 出版日期:2025-08-28
  • 作者简介:

    范超军 (1990—),男,四川内江人,博士,教授,主要从事矿山安全与灾害防控方面的研究。Email:

  • 基金资助:
    国家自然科学基金资助(52174117); 辽宁工程技术大学鄂尔多斯研究院校地科技合作培育项目(YJY-XD-2024-A-009); 鄂尔多斯市科技计划资助项目(YF20250261); 鄂尔多斯市标志性创新团队项目(TD20240005)

Development and coupling relationship analysis of downhole real-time identification experimental device for coal-rock drilling parameters under load

FAN Chaojun1,2(), SUN Qiwang1,2, LUO Mingkun3, ZHANG Jiaji1,2, LAI Xinfeng1,2   

  1. 1 Ordos Research Institute, Liaoning Technical University, Ordos Inner Mongolia 017004, China
    2 College of Mining, Liaoning Technical University, Fuxin Liaoning 123000, China
    3 Ventilation Division, Shanxi Lu'an Environmental Protection and Energy Development Co., Ltd., Changzhi Shanxi 046031, China
  • Received:2025-03-29 Revised:2025-06-06 Published:2025-08-28

摘要: 为解决煤矿采掘过程中围岩力学参数非均质和获取困难问题,利用自主研制受载煤岩随钻参数测定试验装置,实时感知岩层强度及结构;分析围压、钻速、转速和旋转扭矩对模拟岩石试样强度的影响,并对采集的随钻参数灰色关联度耦合分析;在受载条件下,通过钻进不同组合类型的分层试件,还原真实环境下钻进煤岩层的效果,验证随钻参数对试件抗压强度识别的准确性。结果表明:试件强度与围压呈正相关,旋转扭矩与钻进速度呈正相关。旋转速度不同时,试件强度基本不变。旋转扭矩、围压、钻进速度、旋转速度与抗压强度关联度分别为0.996、0.831、0.739和0.347。试件强度与旋转扭矩成线性关系。通过分析旋转扭矩曲线的变化特征,可以识别岩层强度,进而定位分界位置。

关键词: 受载煤岩, 随钻参数, 试验装置, 灰色关联度, 分层试样, 分界面

Abstract:

Aiming at the problem of non-homogeneity and difficulty in obtaining the mechanical parameters of surrounding rock in the process of coal mining, the experimental device for determining the parameters of loaded coal rock with drilling was developed independently to realize the real-time perception of strength and structure of rock layer. The effects of circumferential pressure, drilling speed, rotational speed and rotational torque on strength of simulated rock specimens were investigated and analyzed by coupling the gray correlation of collected parameters with drilling. Under loaded conditions, stratified specimens of different combinations of types were drilled in order to restore the actual effect of drilling into coal and rock seams in real environments, and to verify the accuracy of identification of compressive strength of specimens by the following drilling parameters. It was shown that the strength of the specimens was positively correlated with the circumferential pressure, rotating torque and drilling speed. The strength of the specimen remained almost constant when the rotational speed varied. The correlations between rotational torque, circumferential pressure, drilling speed, and rotational speed and compressive strength were 0.996, 0.831, 0.739, and 0.347, respectively. The strength of the specimen was linearly related to the rotational torque. By analyzing the features of change in the rotating torque curve, the strength of the rock formation can be identified and thus the location of the stratum boundary can be located.

Key words: composite coal-rock, drilling parameters, test device, gray correlation degree, layered specimen, interface

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