煤炭工程 ›› 2023, Vol. 55 ›› Issue (3): 41-46.doi: 10.11799/ce202303008

• 施工技术 • 上一篇    下一篇

煤巷锚杆预紧力损失特征及围岩控制机理研究

于智卓1,孙鑫2,刘克臣2   

  1. 1. 国投新集能源股份有限公司新集二矿
    2. 中国矿业大学
  • 收稿日期:2022-10-19 修回日期:2022-12-11 出版日期:2023-03-20 发布日期:2023-04-11
  • 通讯作者: 孙鑫 E-mail:15262043289@163.com

Study on Loss Characteristics of Bolt Pre-tightening Force and Surrounding Rock Control Mechanism in Coal Roadway

  • Received:2022-10-19 Revised:2022-12-11 Online:2023-03-20 Published:2023-04-11

摘要: 锚杆预紧力对维持煤巷围岩稳定具有重要作用,然而现场工程中因预紧力损失造成的巷道失稳现象普遍发生。分析了锚杆预紧扭矩与预紧力间的转化关系,研究了五家沟煤矿现场锚杆预紧力损失现象,揭示了锚杆预紧力损失行为特征及原因,并探究了不同预紧力损失率下锚杆对围岩应力及位移分布的影响。研究发现:现场锚杆预紧扭矩与预紧力基本呈线性正相关,但受支护构件间摩擦和巷道围岩条件影响,锚杆预紧力损失率均值范围为20%~58%,而锚杆预紧力损失加重可导致巷道浅部围岩应力下降,围岩变形及塑性区深度和体积增加,降低围岩的承载能力。研究可为现场锚杆预紧施工提供指导,提高支护初期巷道围岩的稳定。

关键词: 锚杆预紧力, 预紧力损失, 围岩控制, 巷道支护

Abstract: The pre-tightening force of bolt plays an important role in maintaining the stability of surrounding rock in coal roadway. However, the instability of roadway caused by the loss of pre-tightening force in field engineering generally occurs. In this paper, the transformation relationship between bolt pre-tightening torque and pre-tightening force is analyzed. The phenomenon of bolt pre-tightening force loss in Wujiagou Coal Mine is studied. The characteristics and causes of bolt pre-tightening force loss behavior are revealed, and the influence of bolt on surrounding rock stress and displacement distribution under different pre-tightening force loss rates is explored. The results show that there is a linear positive correlation between the pre-tightening torque and the pre-tightening force. However, due to the friction between the supporting components and the surrounding rock conditions of the roadway, the average loss rate of the pre-tightening force of the bolt ranges from 20 % to 58 %. The increase of the loss of the pre-tightening force of the bolt can lead to the decrease of the stress of the shallow surrounding rock of the roadway, the increase of the deformation of the surrounding rock and the depth and volume of the plastic zone, and the decrease of the bearing capacity of the surrounding rock. This study can provide guidance for on-site bolt pre-tightening construction and improve the stability of roadway surrounding rock at the initial stage of support.

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