• 论文
主办单位:煤炭科学研究总院有限公司、中国煤炭学会学术期刊工作委员会
矿用锚索腐蚀程度对其力学性能影响特征数值模拟研究
  • Title

    The influence of corrosion degree on mechanical properties of mine rock cables:numerical simulation investigation

  • 作者

    刘少伟牛帅贺德印李旭泽张玮钰

  • Author

    LIU Shaowei;NIU Shuai;HE Deyin;LI Xuze;ZHANG Weiyu

  • 单位

    河南理工大学能源科学与工程学院煤炭安全生产与清洁高效利用省部共建协同创新中心陕西富源煤业有限公司

  • Organization
    School of Energy Science and Engineering, Henan Polytechnic University
    Collaborative Innovation Center of Coal Work Safetyand Clean High Efficiency Utilization
    China Shaanxi Fuyuan Coal Industry
  • 摘要
    由高强度低松弛预紧力钢绞线制成的矿用锚索与树脂胶结合可提供强大预应力,加固巷道围岩和顶板破碎煤层,但在顶板淋水条件下,锚索自由段相比锚固段更易发生材料腐蚀致断裂失效显现。通过理论分析明晰了受腐蚀锚索自由段在拉伸作用下裂纹扩展致断裂机制,结合实验室试验与数值模拟探寻了矿用锚索在高矿化度矿井水淋水环境下腐蚀断裂特征,及蚀坑深度、表面腐蚀率与锚索自由段延伸率、极限载荷的相关性。研究结果表明:锚索自由段在拉伸作用下受环境因素影响表面产生蚀坑后,在蚀坑尖端出现应力集中,并衍生呈裂纹扩展致脆性断裂,其延伸率与蚀坑深度成负相关;锚索极限载荷降低的主要影响因素为腐蚀率,其与腐蚀率成负相关;锚索自由段腐蚀程度为30%,表面蚀坑深度小于0.5mm时,19股结构锚索承载力优于相同直径的7股锚索;蚀坑深度大于0.5mm时,7股结构锚索承载力实现反超。
  • Abstract
    Mine rock cable made of high-strength and low-relaxation preload steel strand combined with resinadhesive can provide strong pre-stress to strengthen surrounding rock of roadway and fractured coal seam in roof.However, in the condition of roof flooding, the rock cable in free section is more prone to fracture failure due tomaterial corrosion than that in anchorage section. Through theoretical analysis, the fracture mechanism caused bycrack propagation under load in corroded free section of rock cable was clarified. Bu laboratory tests andnumerical simulation, the corrosion fracture characteristics of rock cable under water leaching environment inhigh salinity mine were explored, and the correlation of cable elongation and ultimate load in free section with pit depth and surface corrosion rate was also investigated. The results show that stress concentration occurs at the tipof the pit when the cable is under load due to environmental factors, which results in brittle fracture caused bycrack propagation. The elongation of the rock cable in free section is negatively correlated with the pit depth. Themain factor affecting the reduction of the ultimate load of rock cables is corrosion rate, showing a negativecorrelation. When the surface pit depth is less than 0.5 mm, the bearing capacity of the 19-strand structural rockcable is better than that of the 7-strand structural rock cable with the same nominal diameter. When the pit depthis greater than 0.5 mm, the bearing capacity of the 7-strand structural rock cable is reverse.
  • 关键词

    矿用锚索淋水腐蚀蚀坑深度腐蚀率极限载荷

  • KeyWords

    mine rock cable;water corrosion;pit depth;corrosion rate;ultimate load

  • 基金项目(Foundation)
    中原科技创新领军人才资助项目(244200510013);国家自然科学基金资助项目(52074102);河南省高校科技创新团队支持计划资助项目(23IRTSTHN007)
  • DOI
  • 引用格式
    刘少伟,牛帅,贺德印,等.矿用锚索腐蚀程度对其力学性能影响特征数值模拟研究[J].采矿与岩层控制工程学报,2024,6(5):053020.
  • Citation
    LIU Shaowei, NIU Shuai, HE Deyin, et al. The influence of corrosion degree on mechanical properties of mine rock cables:numerical simulation investigation[J]. Journal of Mining and Strata Control Engineering, 2024, 6(5): 053020.
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