喵ID:tdFqvB免责声明

Effects of environmental Water-Level changes and bidirectional electromigration rehabilitation on durability of concrete

环境水位变化及双向电迁移修复对混凝土耐久性的影响

基本信息

DOI:
10.1016/j.conbuildmat.2020.120335
发表时间:
2020-12
影响因子:
7.4
通讯作者:
Zhu Dayong
中科院分区:
工程技术1区
文献类型:
--
作者: Pan Chonggen;Mao Jianghong;Jin Weiliang;Fan Weijie;Zhu Dayong研究方向: -- MeSH主题词: --
关键词: --
来源链接:pubmed详情页地址

文献摘要

Steel bars in concrete structures can become severely corroded in chloride salt-containing environments, which can shorten the service life of the structure. Bidirectional electromigration rehabilitation (BIEM), a novel type of durability repair technology used on reinforced-concrete (RC) structures experiencing chloride corrosion, involves applying an electric field to discharge chloride ions from concrete and simultaneously applying a rust inhibitor to the steel surface. In this study, indoor experiments were performed to analyse the migration of chloride ions and the corrosion inhibitor in RC structures in the atmosphere and water-level-fluctuating areas. An electroosmotic device enhanced the efficiency of BIEM. The BIEM was particularly effective in wet–dry areas and inside the electroosmotic device. More than 90% of the chloride ions on the steel surface were removed within 15 mm of the electroosmotic device, and the chloride ion migration rate on the steel surface was 40%–60%. Scanning electron microscopy revealed that the surface of the steel bars was smooth after BIEM treatment, with no obvious pitting or corrosion products. The service life of concrete was calculated according to the prediction method of concrete. It can be expected that the concrete enters the early warning zone after 15 years and the rust zone after 30 years.
在含氯盐的环境中,混凝土结构中的钢筋会严重腐蚀,这会缩短结构的使用寿命。双向电迁移修复(BIEM)是一种用于遭受氯离子腐蚀的钢筋混凝土(RC)结构的新型耐久性修复技术,它通过施加电场使氯离子从混凝土中排出,同时在钢材表面施加防锈剂。在这项研究中,进行了室内实验,以分析氯离子和缓蚀剂在大气和水位波动区域的钢筋混凝土结构中的迁移情况。一种电渗装置提高了双向电迁移修复的效率。双向电迁移修复在干湿交替区域以及电渗装置内部特别有效。在距离电渗装置15毫米范围内,钢材表面90%以上的氯离子被去除,钢材表面的氯离子迁移率为40% - 60%。扫描电子显微镜显示,经过双向电迁移修复处理后,钢筋表面光滑,没有明显的点蚀或腐蚀产物。根据混凝土的预测方法计算了混凝土的使用寿命。可以预计,混凝土在15年后进入预警区,30年后进入锈蚀区。
参考文献(42)
被引文献(5)
Feasibility of electrochemical chloride extraction from structural reinforced concrete using a sprayed conductive graphite powder-cement paste as anode
DOI:
10.1016/j.corsci.2013.07.035
发表时间:
2013-12-01
期刊:
CORROSION SCIENCE
影响因子:
8.3
作者:
Canon, A.;Garces, P.;Zornoza, E.
通讯作者:
Zornoza, E.
Cover cracking in reinforced concrete elements due to corrosion
DOI:
10.1080/15732479.2010.505376
发表时间:
2012-06
期刊:
Structure and Infrastructure Engineering
影响因子:
3.7
作者:
D. Val;L. Chernin
通讯作者:
D. Val;L. Chernin
A two-dimensional model of electrochemical chloride removal from concrete
DOI:
10.1016/s0927-0256(00)00177-4
发表时间:
2001-02
期刊:
Computational Materials Science
影响因子:
3.3
作者:
Yu Wang;Long-Yuan Li;C. Page
通讯作者:
Yu Wang;Long-Yuan Li;C. Page
The effect of the electrochemical chloride extraction treatment on steel-reinforced mortar - Part I: Electrochemical measurements
DOI:
10.1016/s0008-8846(99)00118-0
发表时间:
1999-10-01
期刊:
CEMENT AND CONCRETE RESEARCH
影响因子:
11.4
作者:
Marcotte, TD;Hansson, CM;Hope, BB
通讯作者:
Hope, BB
Active and passive protection of steel reinforcement in concrete column using carbon fibre reinforced polymer against corrosion
使用碳纤维增强聚合物对混凝土柱中的钢筋进行主动和被动保护以防止腐蚀
DOI:
10.1016/j.electacta.2018.05.037
发表时间:
2018-07-10
期刊:
ELECTROCHIMICA ACTA
影响因子:
6.6
作者:
Lu, Yi-yan;Hu, Ji-yue;Tang, Wen-shui
通讯作者:
Tang, Wen-shui

数据更新时间:{{ references.updateTime }}

关联基金

电化学修复氢致钢筋混凝土结构延性退化机理与控制
批准号:
51878610
批准年份:
2018
资助金额:
60.0
项目类别:
面上项目
Zhu Dayong
通讯地址:
--
所属机构:
--
电子邮件地址:
--
免责声明免责声明
1、猫眼课题宝专注于为科研工作者提供省时、高效的文献资源检索和预览服务;
2、网站中的文献信息均来自公开、合规、透明的互联网文献查询网站,可以通过页面中的“来源链接”跳转数据网站。
3、在猫眼课题宝点击“求助全文”按钮,发布文献应助需求时求助者需要支付50喵币作为应助成功后的答谢给应助者,发送到用助者账户中。若文献求助失败支付的50喵币将退还至求助者账户中。所支付的喵币仅作为答谢,而不是作为文献的“购买”费用,平台也不从中收取任何费用,
4、特别提醒用户通过求助获得的文献原文仅用户个人学习使用,不得用于商业用途,否则一切风险由用户本人承担;
5、本平台尊重知识产权,如果权利所有者认为平台内容侵犯了其合法权益,可以通过本平台提供的版权投诉渠道提出投诉。一经核实,我们将立即采取措施删除/下架/断链等措施。
我已知晓