A comparative investigation on cathodic protections of three sacrificial anodes on chloride-contaminated reinforced concrete

被引:48
作者
Wang, Fei [1 ]
Xu, Jinxia [1 ]
Xu, Yi [1 ]
Jiang, Linhua [1 ]
Ma, Guoxu [1 ]
机构
[1] Hohai Univ, Coll Mech & Mat, Nanjing 210098, Peoples R China
关键词
Reinforced concrete structure; Cathodic protection; Sacrificial anode; Electrochemical measurement; THRESHOLD LEVEL; STEEL; CORROSION; PREVENTION; REMOVAL;
D O I
10.1016/j.conbuildmat.2020.118476
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper aims to evaluate the cathodic protections of zinc alloy, magnesium alloy and aluminum alloy as sacrificial anodes on chloride-contaminated reinforced concrete by a comparative experiment. For simulating the real condition, the large concrete slab with steel-mesh (size: 1.0 m x 1.0 m x 0.06 m) was fabricated. The measurements of half-cell potentials, anode stimulation current, electrochemical impedance spectroscopy (EIS) and the titration analyses of chloride irons contents in the concrete slabs at different times were carried out. The results indicate that the aluminum alloy anode cannot provide enough cathodic protection to the steel due to the loss of activity in the long term. Both zinc alloy and magnesium alloy have a good electrochemical activity and stability as a sacrificial anode. In comparison with zinc alloy, the magnesium alloy anode has the better ability of cathodic protection on the reinforcing steel. The cathodic protection effects for three anodes can be verified by the shift of characteristic frequency corresponding to the maximum value of the phase angle in the Bode plot of EIS. The chloride migration contributes to the effect of cathodic protection. (C) 2020 Elsevier Ltd. All rights reserved.
引用
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页数:10
相关论文
共 26 条
[1]   Chloride threshold level for corrosion of steel in concrete [J].
Ann, Ki Yong ;
Song, Ha-Won .
CORROSION SCIENCE, 2007, 49 (11) :4113-4133
[2]  
[Anonymous], 2019, CHEM DATA COLLECT
[3]  
[Anonymous], C87691 ASTM
[4]  
[Anonymous], 01691996 NACE RPRP
[5]   Cathodic protection and cathodic prevention in concrete: principles and applications [J].
Bertolini, L ;
Bolzoni, F ;
Pedeferri, P ;
Lazzari, L ;
Pastore, T .
JOURNAL OF APPLIED ELECTROCHEMISTRY, 1998, 28 (12) :1321-1331
[6]   Prevention of steel corrosion in concrete exposed to seawater with submerged sacrificial anodes [J].
Bertolini, L ;
Gastaldi, M ;
Pedeferri, M ;
Redaelli, E .
CORROSION SCIENCE, 2002, 44 (07) :1497-1513
[7]  
BROOMFIELD JP, 1992, MATER PERFORMANCE, V31, P28
[8]   SIMULTANEOUS CHLORIDE REMOVAL AND REALKALINIZATION OF OLD CONCRETE STRUCTURES [J].
CHATTERJI, S .
CEMENT AND CONCRETE RESEARCH, 1994, 24 (06) :1051-1054
[9]  
de Rincón O, 2003, REV METAL MADRID, P228
[10]   Predicting the corrosion rate of steel in cathodically protected concrete using potential shift [J].
Goyal, Arpit ;
Pouya, Homayoon Sadeghi ;
Ganjian, Eshmaiel ;
Olubanwo, Adegoke Omotayo ;
Khorami, Morteza .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 194 :344-349