The protective effect of magnesium phosphate cement on steel corrosion

被引:60
作者
Tang, Hao [1 ]
Qian, Jueshi [1 ]
Ji, Ziwei [1 ]
Dai, Xiaobing [1 ]
Li, Zhen [1 ]
机构
[1] Chongqing Univ, Coll Mat Sci & Engn, Chongqing 400045, Peoples R China
基金
中国国家自然科学基金;
关键词
Magnesium phosphate cement (MPC); Corrosion protection; Type of phosphates; Protective mechanism; Electrochemical impedance spectroscopy (EIS); CHLORIDE-INDUCED CORROSION; REINFORCED-CONCRETE; CATHODIC PROTECTION; RAPID REPAIR; BEHAVIOR; DEPASSIVATION; PERFORMANCE; INHIBITOR; ATTACK; LIFE;
D O I
10.1016/j.conbuildmat.2020.119422
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study aims at evaluating the protective effect of magnesium phosphate cement (MPC) on steel corrosion in the repair of reinforced concrete (RC) structures. Steel substrates covered with thin magnesium ammonium phosphate cement (MAPC), magnesium potassium phosphate cement (MKPC) and ordinary Portland cement (OPC) paste were designed, respectively. Specimens were suffered from accelerated corrosion tests. The protective properties and mechanisms of MPC were explored compared to those of OPC by electrochemical impedance spectroscopy (EIS), potentiodynamic polarization curves, and mass loss methods. The experimental results show that corrosion initiation of steel substrates in MAPC, MKPC and OPC took place after 9, 6 and 2 cycles of accelerated corrosion tests, respectively. After 12 cycles, steel substrates in MPC exhibited much lower corrosion current density and mass loss rate than those in OPC. This study clearly revealed that MPC exhibits excellent protective effect on steel corrosion, which might be attributed to a newly formed protective film on the steel surface. Furthermore, the interaction between phosphates and Fe2+ ions could play an important role in the formation of protective film and effectively reduce the corrosion rate. (C) 2020 Elsevier Ltd. All rights reserved.
引用
收藏
页数:11
相关论文
共 44 条
[1]   THE CHEMICAL-COMPOSITION OF MORTARS MADE FROM MAGNESIA-PHOSPHATE CEMENT [J].
ABDELRAZIG, BEI ;
SHARP, JH ;
ELJAZAIRI, B .
CEMENT AND CONCRETE RESEARCH, 1988, 18 (03) :415-425
[2]  
ASTM, 2015, C87615 ASTM INT
[3]  
ASTM, 2003, Standard practice for preparing, cleaning, and evaluating corrosion test specimens (ASTM G1-03)
[4]   Assessment and prediction of RC structure service life by means of durability indicators and physical/chemical models [J].
Baroghel-Bouny, V. ;
Nguyen, T. Q. ;
Dangla, P. .
CEMENT & CONCRETE COMPOSITES, 2009, 31 (08) :522-534
[5]   Modelling acid attack on concrete: Part I. The essential mechanisms [J].
Beddoe, RE ;
Dorner, HW .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (12) :2333-2339
[6]   Corrosion-induced bond strength degradation in reinforced concrete - Analytical and empirical models [J].
Bhargava, Kapilesh ;
Ghosh, A. K. ;
Mori, Yasuhiro ;
Ramanujam, S. .
NUCLEAR ENGINEERING AND DESIGN, 2007, 237 (11) :1140-1157
[7]   Influence of Unsupported Concrete Media in Corrosion Assessment for Steel Reinforcing Concrete by Electrochemical Impedance Spectroscopy [J].
Castela, A. S. ;
da Fonseca, B. Sena ;
Duarte, R. G. ;
Neves, R. ;
Montemor, M. F. .
ELECTROCHIMICA ACTA, 2014, 124 :52-60
[8]   Accelerated simultaneous determination of the chloride depassivation threshold and of the non-stationary diffusion coefficient values [J].
Castellote, M ;
Andrade, C ;
Alonso, C .
CORROSION SCIENCE, 2002, 44 (11) :2409-2424
[9]   Microstructure of magnesium potassium phosphate cement [J].
Chau, C. K. ;
Qiao, Fei ;
Li, Zongjin .
CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (06) :2911-2917
[10]   Corrosion behaviour of a new low-nickel stainless steel embedded in activated fly ash mortars [J].
Criado, M. ;
Bastidas, D. M. ;
Fajardo, S. ;
Fernandez-Jimenez, A. ;
Bastidas, J. M. .
CEMENT & CONCRETE COMPOSITES, 2011, 33 (06) :644-652