煤炭工程 ›› 2026, Vol. 58 ›› Issue (7): 55-65.doi: 10.11799/ce202607008

• 施工技术 • 上一篇    下一篇

深井环境下锚杆腐蚀疲劳设计及寿命预测研究

李冬冬,王 猛,张相超,孙庆超,李 佳,张书培,王艺煊,朱斯陶   

  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

  • 收稿日期:2025-10-22 修回日期:2026-01-20 出版日期:2026-07-15 发布日期:2026-08-03
  • 通讯作者: 王猛 E-mail:wangmeng17178@163.com

Corrosion fatigue design and service life prediction of rock bolts in deep mine environments#br#

  • Received:2025-10-22 Revised:2026-01-20 Online:2026-07-15 Published:2026-08-03

摘要:

深部矿井巷道支护环境特点为高应力、强腐蚀性、强扰动等恶劣服役条件,锚杆在长期循环作用影响下易诱发腐蚀疲劳破坏,引发冒顶、冲击地压等灾害,导致硐室围岩变形、失稳。以深井煤矿巷道支护锚杆为研究对象,通过分析杆体腐蚀疲劳诱发因素揭示了杆体腐蚀疲劳破坏机理;室内加速腐蚀拉伸试验结果表明,腐蚀率(η)为20%时对应屈服强度损失率(δe) 和极限强度损失率(δb)分别为26.57%和32.76%,进一步分析发现屈服强度(σe)和极限强度(σb)与疲劳极限成正相关;基于金属有限疲劳寿命设计理论,引入腐蚀劣化强度影响因子,提出一种锚杆腐蚀疲劳寿命计算模型;基于锚杆腐蚀疲劳寿命计算模型,从腐蚀劣化、岩层运移释放能量和杆体材料三个层面开展腐蚀疲劳寿命影响因素研究,结果表明腐蚀劣化作用引起服役寿命减少,且对低周疲劳荷载(σ-4)影响较大;岩层运移释放能量和应力集中系数(λ)增大会降低锚杆腐蚀疲劳寿命,表面系数(β)和尺寸系数(ε)增大会增加锚杆腐蚀疲劳寿命;以赵楼煤矿为工程背景,结合微震数据和锚杆材料室内试验结果,对335、400、500、600MPa四种型号锚杆进行腐蚀疲劳寿命计算。结果表明,335、400MPa型号锚杆均不能满足服役需求,600MPa型号锚杆服役寿命过于保守,500MPa 型号锚杆可满足腐蚀疲劳耐久性要求。

Abstract:

The support structures of deep mine tunnels are subjected to harsh service conditions such as high ground stress, strong corrosion, and frequent dynamic disturbances. Under long-term cyclic loading, the anchor rod body is susceptible to corrosion fatigue failure, leading to deformation and instability of the surrounding rock of the galleries. 1. Taking deep coal mine support anchor rods as the research object, analyzing the factors inducing corrosion fatigue of the rod body and the fatigue failure theory, revealing the mechanism of corrosion fatigue failure of the rod body; 2. Carrying out indoor accelerated corrosion tensile tests on rod materials, the results show that corrosion leads to a decrease in yield strength and ultimate strength. Combined with theoretical analysis, it is found that the decrease in yield strength and ultimate strength leads to a reduction in fatigue limit; 3. Based on the theory of finite fatigue life design of metals, introducing the influence factor of corrosion degradation strength, a calculation model for the corrosion fatigue life of anchor rods is proposed; 4. Based on the calculation model of anchor rod corrosion fatigue life, the factors influencing corrosion fatigue life are studied from three levels: corrosion degradation, energy release from strata movement, and rod material. The results show that corrosion degradation reduces service life and has a significant impact on low-cycle fatigue loads. An increase in energy release from strata movement and stress concentration factor decreases the corrosion fatigue life of anchor rods, while an increase in surface coefficient and dimension coefficient increases the corrosion fatigue life of anchor rods; 5. Taking Zhaolou coal mine as the engineering background, combined with microseismic data and indoor test results of anchor rod materials, corrosion fatigue life calculations are performed on four types of anchor rods: 335MPa, 400MPa, 500MPa and 600MPa. The results show that 335MPa and 400MPa anchor rods cannot meet service requirements, 600MPa anchor rods have excessively conservative service life, and 500MPa anchor rods can meet the requirements for corrosion fatigue durability.

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