Assessing the long term benefits of Impressed Current Cathodic Protection

被引:161
作者
Christodoulou, C. [1 ]
Glass, G. [1 ]
Webb, J. [1 ]
Austin, S. [2 ]
Goodier, C. [2 ]
机构
[1] AECOM, Birmingham B3 1PB, W Midlands, England
[2] Univ Loughborough, Dept Civil & Bldg Engn, Loughborough LE11 3TU, Leics, England
基金
英国工程与自然科学研究理事会;
关键词
Steel reinforced concrete; Polarisation; Cathodic protection; Passivity; Pitting corrosion; Repassivation; STEEL REINFORCEMENT; CORROSION RATE; CONCRETE; POLARIZATION;
D O I
10.1016/j.corsci.2010.04.018
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This experimental field study interrupted the protection current offered by Impressed Current Cathodic Protection (ICCP) to ten in-service reinforced concrete structures. The study aimed to identify the long-term effects of ICCP after it was recognised that some of the systems are now reaching the end of their design life and require a significant level of maintenance. It was found that after five or more years of ICCP, the steel remained passive for at least 24 months after interrupting the protection current despite chloride contamination that would represent a corrosion risk. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2671 / 2679
页数:9
相关论文
共 21 条
[1]   Test methods for on-site corrosion rate measurement of steel reinforcement in concrete by means of the polarization resistance method [J].
Andrade, C ;
Alonso, C ;
Gulikers, J ;
Polder, R ;
Cigna, R ;
Vennesland, O ;
Salta, M ;
Raharinaivo, A ;
Elsener, B .
MATERIALS AND STRUCTURES, 2004, 37 (273) :623-643
[2]   On-site measurements of corrosion rate of reinforcements [J].
Andrade, C ;
Alonso, C .
CONSTRUCTION AND BUILDING MATERIALS, 2001, 15 (2-3) :141-145
[3]  
[Anonymous], 60 CONCR SOC
[4]  
*BA, 1990, 3590 BA BRIT STAND I
[5]  
Broomfield JP, 1992, SHRPCUWP92618
[6]  
BROOMFILED JP, 1997, CORROSION STEEL CONC
[7]  
*BS EN, 2000, 126962000 BS EN
[8]   Half-cell potential measurements - Potential mapping on reinforced concrete structures [J].
Elsener, B ;
Andrade, C ;
Gulikers, J ;
Polder, R ;
Raupach, M .
MATERIALS AND STRUCTURES, 2003, 36 (261) :461-471
[9]   Making reinforced concrete immune from chloride corrosion [J].
Glass, G. K. ;
Reddy, B. ;
Clark, L. A. .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-CONSTRUCTION MATERIALS, 2007, 160 (04) :155-164
[10]   Hybrid corrosion protection of chloride-contaminated concrete [J].
Glass, G. K. ;
Roberts, A. C. ;
Davison, N. .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-CONSTRUCTION MATERIALS, 2008, 161 (04) :163-172