[1]鹿 婷,金祖权,陈兆毅,等.杂散电流与氯盐作用下埋地混凝土中钢筋锈蚀研究[J].西安建筑科技大学学报(自然科学版),2023,55(04):484-491.[doi:10.15986/j.1006-7930.2023.04.002 ]
　LU Ting,JIN Zuquan,CHEN Zhaoyi,et al.Study on corrosion of reinforcement in buried concrete under the action of stray current and chlorine salt[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2023,55(04):484-491.[doi:10.15986/j.1006-7930.2023.04.002 ]
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杂散电流与氯盐作用下埋地混凝土中钢筋锈蚀研究()
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西安建筑科技大学学报（自然科学版）[ISSN:1006-7930/CN:61-1295/TU]

卷:
55
期数:
2023年04期
页码:
484-491
栏目:
出版日期:
2023-10-26

文章信息/Info

Title:
Study on corrosion of reinforcement in buried concrete under the action of stray current and chlorine salt
文章编号:
1006-7930(2023)04-0484-08
作者:
鹿 婷1; 金祖权1; 陈兆毅2; 李祥翔1; 胡 源1; 杜占涛1
(1.青岛理工大学 土木工程学院，山东 青岛 266520; 2.中国铁路设计集团有限公司，天津 300000)
Author(s):
LU Ting1;  JIN Zuquan1;  CHEN Zhaoyi2;  LI Xiangxiang1;  HU Yuan1;  DU Zhantao1
(1.School of Civil Engineering, Qingdao University of Technology, Qingdao 266520, China; 2.National Railway Design Group Co. Ltd., Tianjin 300000, China)
关键词:
钢筋混凝土;  杂散电流;  氯离子;  盐渍土;  腐蚀
Keywords:
reinforced concrete;  stray current;  chloride ions;  salt soil;  corrosion
分类号:
TU528
DOI:
10.15986/j.1006-7930.2023.04.002
文献标志码:
A
摘要:
沿海地铁轨道钢筋混凝土结构因电流渗漏会处于杂散电流和氯离子共存环境中,导致轨道混凝土结构快速失效.本文在真实土壤中掺加1.5%氯盐构建盐渍土环境,采用10～30 V恒压直流电模拟杂散电流,研究钢筋混凝土在杂散电流与氯盐复合下的腐蚀损伤、锈蚀产物特性及其锈胀应力等.结果表明:混凝土中近保护层钢筋首先锈蚀、锈蚀面钢筋呈现部分点蚀并伴随有非均匀锈蚀现象,但随着腐蚀进行、钢筋上表面发生大面积锈蚀并向远保护层发展; 钢筋锈蚀产物主要以亚铁氧化物为主、并伴随有氯化亚铁存在; 钢筋锈蚀产生的膨胀应力大约在2～3 MPa; 土壤氯离子含量增加、杂散电流密度增大会加速钢筋锈蚀和混凝土开裂,锈胀应力提高50%左右; 杂散电流和氯离子共同作用下钢筋锈蚀程度远大于单一因素的影响.
Abstract:
The reinforced concrete structure of coastal subway track will be in the coexistence environment of stray current and chloride ions due to current leakage, which leads to the rapid failure of track concrete structure. In this paper, 1.5% chloride salt is mixed with real soil to construct saline soil environment, and 10-30 V constant voltage DC is used to simulate stray currents to study the corrosion damage, corrosion product characteristics and its corrosion-induced expansive pressure of reinforced concrete under the compound of stray currents and chloride salt. The results indicate that the reinforcement near the protective layer in concrete first rusts, and the reinforcement on the rusted surface shows partial pitting corrosion accompanied by non-uniform corrosion. However, as the corrosion progresses, a large area of corrosion occurs on the upper surface of the reinforcement and develops towards the far protective layer. The corrosion products of reinforcement are mainly ferrous oxides, accompanied by ferrous chloride, and the expansion stress generated by the corrosion of reinforcement is about 2-3 MPa. The increase of soil chloride ion content and stray current density will accelerate the corrosion of reinforcement and concrete cracking, and the corrosion expansion stress will increase by about 50%. The corrosion degree of reinforcement under the combined action of stray current and chloride ions is much greater than that of a single factor.

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备注/Memo

备注/Memo:
收稿日期:2022-11-11修回日期:2023-07-14
基金项目:国家铁路集团有限公司科技研究开发计划基金项目(N2020G055)和交通运输行业重点科技基金项目(2021-ZD1-012)
第一作者:鹿 婷(1997—)，女，硕士，主要从事海洋环境混凝土耐久性研究.E-mail:lt15194270700@163.com
通信作者:金祖权(1977—)，男，教授，博士生导师，主要从事海洋环境混凝土耐久性研究.E-mail:jinzuquan@126.com
更新日期/Last Update: 2023-08-28