Desorption behavior and mechanism of chloride ions in fresh concrete mixtures under electromigration

被引:5
|
作者
Mao, Jianghong [1 ,2 ]
Liu, Yang [1 ]
Xu, Jian [3 ]
Wang, Qingyang [1 ,4 ]
Lou, Yuejun [5 ]
机构
[1] Sichuan Univ, Coll Architecture & Environm, Chengdu 610065, Peoples R China
[2] Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Peoples R China
[3] Zhejiang Univ, Coll Civil Engn & Architecture, Hangzhou 310058, Peoples R China
[4] Kunming Univ Sci & Technol, Sch Civil Engn, Kunming 650031, Peoples R China
[5] Shanghai Torrent Equipment Co Ltd, Shanghai 201700, Peoples R China
基金
中国国家自然科学基金;
关键词
Concrete mixture; Chloride ions; Electrochemical method; Ion desorption; Detection method; REINFORCED-CONCRETE; PORTLAND-CEMENT; FRIEDEL-SALT; SEA-SAND; EXTRACTION; BINDING; REHABILITATION; PERFORMANCE; DURABILITY; SEAWATER;
D O I
10.1016/j.conbuildmat.2022.129680
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Detecting chloride ions in concrete mixtures is the final checkpoint to assess whether the chloride-ion content of hardened concrete is qualified. This paper devises a method to rapidly detect the chloride-ion content of fresh concrete mixtures based on electromigration and then compares it with traditional detection methods. The test results show that the electrochemical method for analyzing the chloride-ion content of concrete is accurate and suitable for various concrete mixture proportions. Moreover, parameter sensitivity analysis demonstrates the dissolution behavior of chloride ions in the concrete mixture when different detection methods are applied. Further, thermogravimetry-differential thermogravimetry (TG-DTG) analysis and scanning electron microscopy-energy-dispersive spectrometry (SEM-EDS) are used to study the desorption mechanism of chloride ions under the action of an electric field at a micro-level. The results of this paper provide technical means for rapidly detecting the chloride-ion content of fresh concrete mixtures, which is vital to ensuring the durability of concrete structures.
引用
收藏
页数:14
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