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金属矿山 ›› 2026, Vol. 55 ›› Issue (9): 129-137.

• 采矿工程 • 上一篇    下一篇

腐蚀环境下预应力锚杆破坏规律研究

张 瑾1 ,马子涵1 ,朱 淳2 ,徐传龙1 ,王梦雪1 ,刘 晨1 ,张翔瑜1   

  1. 1.青岛理工大学土木工程学院,山东 青岛 266520;2.河海大学地球科学与工程学院,江苏 南京 210098
  • 出版日期:2026-09-15 发布日期:2026-10-13
  • 通讯作者: 朱 淳(1993—),男,教授,博士,博士研究生导师。
  • 作者简介:张 瑾(1983—),女,副教授,博士,博士研究生导师。
  • 基金资助:
    国家自然科学基金项目(编号:52104125);山东省自然科学基金面上项目(编号:ZR2021MD005);海洋环境混凝土技术教育部工程研 究中心面上项目(编号:TMduracon 2022002)。

Study on the Failure Patterns of Prestressed Anchor Rods in Corrosive Environments

ZHANG Jin1 ,MA Zihan1 ,ZHU Chun2 ,XU Chuanlong1 ,WANG Mengxue1 ,LIU Chen1 ,ZHANG Xiangyu1   

  1. 1.School of Civil Engineering,Qingdao University of Technology,Qingdao 266520,China; 2.School of Earth Sciences and Engineering,Hohai University,Nanjing 210098,China
  • Online:2026-09-15 Published:2026-10-13

摘要: 预应力锚杆在地下复杂环境中长期赋存,长期拉应力作用与腐蚀环境浸润均会导致锚杆产生性能劣 化,现有研究多集中在单纯环境介质因素下的锚杆腐蚀,而对于应力与腐蚀介质耦合下的力学性能劣化的分析研究 较少。选取工程上常用的HRB400螺纹钢锚杆作为研究对象,针对锚杆在腐蚀环境中的耐久性问题进行研究。采用 恒变形法探究应力腐蚀环境下锚杆材料的形貌破坏特征,同时利用自主研发的应力腐蚀试验设备,研究了恒定预应 力和氯盐腐蚀共同作用下锚杆拉伸性能的退化规律。此外,结合数值分析,进一步探讨了长期氯盐腐蚀环境对边坡 支护预应力锚杆及边坡稳定性的影响。研究结果表明:在氯盐腐蚀环境下,锚杆杆体表面会出现微小裂纹和点状坑 蚀,存在局部加速腐蚀区域。随着时间推移或应力增加,这些腐蚀坑会变得更加明显。在恒定预应力和氯盐腐蚀的共 同作用下,虽然锚杆的抗拉强度略有降低,但仍符合规范要求。然而,值得注意的是,受拉后的锚杆杆体延伸率显著下 降,已接近规范的下限值。通过数值模拟分析发现,锚杆力学性能劣化会导致边坡位移量增加、坡顶出现的张拉破坏 以及剪切破坏区逐步扩大。随着腐蚀程度不断加剧,可能形成滑移贯通面,从而显著降低了边坡的稳定性。

关键词: 预应力锚杆 , 应力腐蚀 , 力学性能劣化 , 边坡稳定性

Abstract: Pre-stressed anchor rods,existing in complex underground environments for long periods,experience perform ance degradation due to long-term tensile stress and corrosion infiltration.While existing research often focuses on the corrosion of anchor rods under pure environmental factors,there is relatively little analysis on the degradation of mechanical properties under the coupling of stress and corrosive media.This study selects commonly used HRB400 threaded steel anchor rods in en gineering as the research object,using the C-ring method constant deformation test to explore the morphological failure charac teristics of anchor rod materials under stress-corrosion environments.Additionally,using independently developed stress-corro sion test equipment,the degradation law of the tensile performance of anchor rods under constant prestress and chloride corro sion is investigated.Furthermore,combined with numerical analysis,the study further explores the impact of long-term chloride corrosion environments on the pre-stressed anchor rods for slope support and slope stability.The research results show that in chloride corrosion environments,the surface of the anchor rod body exhibits small cracks and pitting corrosion,with localized accelerated corrosion areas.With the passage of time or the increase of stress,these corrosion pits become more pronounced. Under the combined action of constant prestress and chloride corrosion,although the tensile strength of the anchor rod is slight ly reduced,it still meets the specification requirements.However,it is worth noting that the elongation of the anchor rod body after tensioning decreases significantly,approaching the lower limit specified in the standards.Through numerical simulation a nalysis,it is found that the degradation of the mechanical properties of the anchor rod leads to an increase in slope displace ment,tension failure at the top of the slope,and gradual expansion of the shear failure zone.With the increasing degree of cor rosion,a slip-through surface may form,significantly reducing the stability of the slope.

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