高海拔寒区桥梁耐候钢耐蚀机制原位腐蚀试验研究
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作者:
作者单位:

1.西南交通大学 土木工程学院,成都 610031;2.中冶建筑研究总院有限公司, 北京 100088

作者简介:

杨颖芳(1978- ),博士生,主要从事高性能钢结构研究,E-mail: yangyingfang1217@163.com。
YANG Yingfang (1978- ), PhD candidate, main research interest: high-performance steel structures, E-mail: yangyingfang1217@163.com.

通讯作者:

中图分类号:

U444

基金项目:

国家重点研发计划(2022YFB3706400)


In-situ corrosion test study on corrosion resistance mechanism of weathering steel for bridges in high-altitude cold regions
Author:
Affiliation:

1.School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, P. R. China;2.Central Research Institute of Building and Construction Co., Ltd. MCC Group, Beijing 100088, P. R. China

Fund Project:

National Key Research and Development Program of China (No. 2022YFB3706400)

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    摘要:

    耐候钢适用于高海拔寒区等严酷环境地区的桥梁建设,但当前耐候钢在高海拔寒区的耐腐蚀机制不明确。为探究高海拔寒区桥梁耐候钢的耐蚀机制,以典型桥梁耐候钢和普通钢为研究对象,针对典型的高海拔寒区环境,开展桥梁钢的原位腐蚀试验,以探究耐候钢在高海拔寒区应用的可行性。首先依据规范设计20个原位腐蚀试样,开展腐蚀周期为2、4、10、18、24个月的原位腐蚀试验;结合腐蚀失重数据、锈层宏观形貌、锈层微观形貌及元素沿锈层的分布规律,对耐候钢在高海拔寒区的耐蚀机制进行分析。结果表明:两种试件在康定大气环境下的腐蚀失厚量在腐蚀周期为10个月前基本一致;在腐蚀周期为24个月时,耐候钢的腐蚀失厚量比普通碳钢低约10%;耐候钢锈蚀产物中形成的针铁矿阻碍了氧气、水分等向锈层内聚集,阻止了其腐蚀;腐蚀过程中,Cr在耐候钢内锈层富集,导致内锈层在后续腐蚀中越发致密,进一步增强了耐腐蚀性能。

    Abstract:

    Weathering steel is suitable for bridge construction in harsh environmental areas such as high-altitude cold areas, but the current corrosion resistance mechanism of weathering steel in high-altitude cold areas is unclear. To reveal it, typical bridge weathering steel and ordinary steel were used as research objects. In-situ corrosion tests of bridge steel were carried out in typical high-altitude cold areas to explore the feasibility of applying weathering steel in high-altitude cold areas. Firstly, 20 in-situ corrosion specimens were designed according to the specifications, and in-situ corrosion tests with corrosion cycles of 2, 4, 10, 18 and 24 months were carried out; combined with corrosion weight loss data, rust layer macromorphology and micromorphology, the distribution of elements along the rust layer, the corrosion resistance mechanism of weathering steel in high-altitude cold areas was analyzed. The research results show that the corrosion loss of the two specimens in Kangding atmospheric environment is basically the same before the corrosion cycle is 10 months; when the corrosion cycle is 24 months, the corrosion loss of weathering steel is about 10% lower than that of ordinary carbon steel; the goethite formed in the rust products of weathering steel hinders the accumulation of oxygen, moisture, etc. in the rust layer, further preventing its corrosion; during the corrosion process, Cr is enriched in the inner rust layer of weathering steel, causing the inner rust layer to become denser in subsequent corrosion, further enhancing the corrosion resistance.

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杨颖芳,李亚鹏,张谊千,严基,崔闯.高海拔寒区桥梁耐候钢耐蚀机制原位腐蚀试验研究[J].土木与环境工程学报(中英文),2025,47(4):78-87. YANG Yingfang, LI Yapeng, ZHANG Yiqian, YAN Ji, CUI Chuang. In-situ corrosion test study on corrosion resistance mechanism of weathering steel for bridges in high-altitude cold regions[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2025,47(4):78-87.10.11835/j. issn.2096-6717.2024.125

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  • 收稿日期:2024-09-02
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  • 在线发布日期: 2025-07-17
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