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金属矿山 ›› 2026, Vol. 55 ›› Issue (2): 73-82.

• 采矿工程 • 上一篇    下一篇

淋水巷道锚杆腐蚀行为与机理研究

李冬冬1 侯俊华1 陈 淼2 岳远雷1 徐 光1 李振环1 刘子豪2   

  1. 1. 兖煤菏泽能化有限公司赵楼煤矿,山东 菏泽 274000;2. 山东科技大学能源与矿业工程学院,山东 青岛 266590
  • 出版日期:2026-02-15 发布日期:2026-03-02
  • 通讯作者: 陈 淼(1989—),男,副教授,博士,博士研究生导师。
  • 作者简介:李冬冬(1986—),男,工程师。
  • 基金资助:
    国家自然科学基金项目(编号:52374128);山东省自然科学基金项目(编号:ZR2024ME124)。

Study on Corrosion Behavior and Mechanism of Anchor Bolt in Water-drenched Roadway

LI Dongdong1 HOU Junhua1 CHEN Miao2 YUE Yuanlei1 XU Guang1 LI Zhenhuan1 LIU Zihao2   

  1. 1. Zhaolou Coal Mine of Yanzhou Mining Group Co. ,Ltd. ,Heze 274000,China;2. College of Energy and Mining Engineering,
    Shandong University of Science and Technology,Qingdao 266590,China
  • Online:2026-02-15 Published:2026-03-02

摘要: 针对深部巷道受淋水作用锚杆易发生腐蚀劣化问题,设计开展锚杆流水浸泡加速腐蚀处理。对不同腐
蚀时间的锚杆进行了拉伸试验,分析了锚杆腐蚀前后的力学特征和腐蚀机理,并通过数值模拟研究了锚杆腐蚀对于
巷道围岩稳定性的影响。研究结果表明,腐蚀过程中锚杆蚀坑逐渐相互贯通,由局部腐蚀转变为全面腐蚀;锚杆的质
量损失率随腐蚀龄期增加逐渐增大,但腐蚀速率逐渐减缓;锚杆屈服荷载、破断荷载和延伸率等力学性能均随腐蚀龄
期增加呈现下降趋势,且脆性显著增强;锚杆断裂形态由腐蚀前的拉伸主导变为拉伸—剪切混合模式。锚杆腐蚀还
会加剧巷道围岩应力集中和变形,不利于巷道稳定。提出通过采用防腐蚀材料、增加支护强度及疏放水等措施,可有
效缓解淋水对巷道围岩稳定性的不利影响。

关键词: 金属锚杆 加速腐蚀 力学特征 拉伸断口 围岩稳定性

Abstract: In view of the problem that the anchor bolt is prone to corrosion and deterioration under the action of water
spray in deep roadway,the accelerated corrosion treatment of anchor bolt by water immersion is designed and carried out. The
tensile tests of bolts with different corrosion time were carried out,and the mechanical characteristics and corrosion mechanism
of bolts before and after corrosion were analyzed. The influence of bolt corrosion on the stability of roadway surrounding rock
was studied by numerical simulation. The results show that the corrosion pits of the bolts gradually connect with each other during
the corrosion process,and change from local corrosion to comprehensive corrosion. The mass loss rate of the bolt gradually
increases with the increase of the corrosion age,but the corrosion rate gradually slows down. The mechanical properties such as
yield load,fracture load and elongation of the bolt show a downward trend with the increase of corrosion age,and the brittleness
is significantly enhanced. The fracture morphology of the bolt changed from the tensile dominant mode before corrosion to the
tensile-shear mixed mode. Bolt corrosion will also aggravate the stress concentration and deformation of roadway surrounding
rock,which is not conducive to the stability of roadway. It is proposed that the adverse effects of watering on the stability of
roadway surrounding rock can be effectively alleviated by adopting anti-corrosion materials,increasing support strength and water
drainage.

Key words: metal bolt,accelerated corrosion,mechanical characteristics,tensile fracture,stability of surrounding rock

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