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金属矿山 ›› 2026, Vol. 55 ›› Issue (8): 86-.

• 采矿工程 • 上一篇    下一篇

深井注浆锚索锈蚀时变模型及数值模拟研究

李冬冬1 王 猛2 李阿涛3 孙庆超1 许 林1 李 佳1   

  1. 1.兖煤菏泽能化有限公司赵楼煤矿,山东 菏泽 274700;2.北京科技大学资源与安全工程学院, 北京 100083;3.山东能源集团有限公司,山东 济南 250014
  • 出版日期:2026-08-15 发布日期:2026-09-04
  • 通讯作者: 王 猛(1996—),男,博士研究生。
  • 作者简介:李冬冬(1986—),男,高级工程师。
  • 基金资助:
    国家重点研发计划项目(编号:2022YFC3004604)。

Research on Time-Varying Model and Numerical Simulation of Grouting Anchor Cable Corrosion in Deep Well

LI Dongdong1 WANG Meng2 LI Atao3 SUN Qingchao1 XU Lin1 LI Jia1   

  1. 1.Zhaolou Coal Mine,Yanmei Heze Energy Chemical Co.,Ltd.,Heze 274700,China;2.School of Resource and Safety Engineering, University of Science and Technology Beijing,Beijing 100083,China;3.Shandong Energy Group,Jinan 250014,China
  • Online:2026-08-15 Published:2026-09-04

摘要: 深部煤矿开采长期面临高应力、强腐蚀和高地温耦合作用环境,注浆锚索服役性能衰减显著,亟需建立 能够表征其锈蚀强度劣化过程的分析方法。以赵楼煤矿为工程背景,采用理论推导与数值模拟相结合的方法系统分 析了注浆锚索锈蚀影响因素,构建了考虑氯离子浓度与温度效应的锈蚀速率模型,并进一步建立了注浆锚索锈蚀强 度劣化时变模型。研究表明:注浆锚索锈蚀强度劣化受腐蚀介质扩散、温度变化及材料—界面协同退化共同控制,表 现为锚索承载能力与界面粘结性能随服役时间持续衰减。注浆锚索锈蚀程度随着服役时间增加不断加剧,服役5 a 时锈蚀率达到12.83%,极限承载力损失率达到12.53%。数值模拟结果表明,锈蚀条件下巷道围岩变形与应力重分 布更为明显,顶板中心点沉降最大差值为5%,顶板中心线应力最大差值为10.6%,锈蚀效应对深部巷道支护体系长 期稳定性具有不可忽视的影响。开展注浆锚索锈蚀强度劣化机理及其时变响应研究,对于提升深井巷道支护设计的 科学性和保障工程长期安全具有重要意义。

关键词: 深井煤矿 , 注浆锚索 , 锈蚀 , 时变模型 , 数值模拟

Abstract: Deep coal mining has long been faced with high stress,strong corrosion and high ground temperature coupling environment,and the service performance of grouting anchor cable has been significantly attenuated.It is urgent to establish an analysis method that can characterize the deterioration process of its corrosion strength.Taking Zhaolou Coal Mine as the engi neering background,the influencing factors of grouting anchor cable corrosion were systematically analyzed by combining theo retical derivation with numerical simulation.The corrosion rate model considering chloride ion concentration and temperature effect was constructed,and the time-varying model of corrosion strength degradation of grouting anchor cable was further estab lished.The research shows that the corrosion strength degradation of grouting anchor cable is controlled by the diffusion of cor rosive medium,temperature change and material-interface synergistic degradation,which shows that the bearing capacity and interface bonding performance of anchor cable continue to decay with the service time.The corrosion degree of grouting anchor cable increases with the increase of service time.The corrosion rate reaches 12.83% and the loss rate of ultimate bearing ca pacity reaches 12.53% after 5 years of service.The numerical simulation results show that the deformation and stress redistri bution of roadway surrounding rock are more obvious under the condition of corrosion.The maximum difference of roof center point settlement is 5%,and the maximum difference of roof center line stress is 10.6%.The corrosion effect has a non-negli gible influence on the long-term stability of deep roadway support system. It is of great significance to study the deterioration mechanism and time-varying response of grouting anchor cable corrosion strength for improving the scientificity of deep roadway support design and ensuring the long-term safety of the project.

Key words: deep coal mine,grouting anchor,rustiness,time varying model,numerical simulation

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