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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Frontiers of Structural and Civil Engineering  2020, Vol. 14 Issue (1): 127-137   https://doi.org/10.1007/s11709-019-0583-x
  本期目录
Long-term effects of electrochemical realkalization on carbonated concrete
Peng ZHU1,2, Ji ZHANG1, Wenjun QU1()
1. College of Civil Engineering, Tongji University, Shanghai 200092, China
2. Key Laboratory of Performance Evolution and Control for Engineering Structures, Shanghai 200092, China
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Abstract

The long-term effects of electrochemical realkalization on carbonated reinforced concrete with a W/C ratio of 0.65 were studied. Fourteen out of 16 carbonated specimens had been subjected to realkalization seven years ago, and the alkalinity of the concrete, the electrochemical characters (corrosion current density and potential) of the specimens and the corrosion conditions of the steel bars were examined. Results of different specimens and also at different time (4, 10, 13 months and 7 years after realkalization) were compared. According to the phenolphthalein and pH meter test, the alkalinity of the concrete had disappeared after seven years. Based on the potentiodynamic polarization test, various corrosion conditions had developed on the steel bars, which was verified by visual observation. All bars were in the depassivated state, and their corrosion current densities increased significantly after seven years. Cracks developed in some of the specimens, and the diverse compactness of concrete and excessive current of realkalization were considered to be possible causes. The effects of the realkalization treatment vanished after seven years.

Key wordsrealkalization    concrete    carbonation    polarization curve    corrosion
收稿日期: 2018-07-10      出版日期: 2020-02-21
Corresponding Author(s): Wenjun QU   
 引用本文:   
. [J]. Frontiers of Structural and Civil Engineering, 2020, 14(1): 127-137.
Peng ZHU, Ji ZHANG, Wenjun QU. Long-term effects of electrochemical realkalization on carbonated concrete. Front. Struct. Civ. Eng., 2020, 14(1): 127-137.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-019-0583-x
https://academic.hep.com.cn/fsce/CN/Y2020/V14/I1/127
component content (kg/m3)
Portland cement 32.5 323
water 210
sand 727
aggregate (with maximum size of 15 mm) 1189
W/C ratio 0.65
Tab.1  
Fig.1  
treatment realkalization specimen name
current (A/m2) duration (days)
carbonation and realkalization 3 14 CR3&14-1, CR3&14-2, CR3&14-3
3 28 CR3&28-1, CR3&28-2
5 14 CR5&14-1, CR5&14-2
10 14 CR10&14-1, CR10&14-2, CR10&14-3
10 28 CR10&28-1, CR10&28-2
3/5/10 14/28 CRX-1, CRX-2
carbonation without realkalization C-1, C-2
Tab.2  
cracking images
no cracks
CR3&14-2 CR3&14-3
CR3&28-1 CR3&28-2
CR5&14-1 CR5&14-2
CR10&14-1 CR10&14-3
CR10&28-1
longitudinal cracks
CR3&14-1 CR10&14-2
CR10&28-2
extensive longitudinal cracks;
part of the concrete fell out;
easily crushed when tapped with a hammer
CRX-1 CRX-2
Tab.3  
Fig.2  
Fig.3  
Fig.4  
Fig.5  
Fig.6  
Fig.7  
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