Corrosion inhibitors in reinforced concrete structures - Part 1: Preventative technique

被引:33
作者
Bolzoni, F
Coppola, L
Goidanich, S
Lazzari, L
Ormellese, M
Pedeferri, MP
机构
[1] Giulio Natta Politecn Milano, Dipartimento Chim Mat & Ingn Chim, I-20131 Milan, Italy
[2] Mapei SpA, I-20100 Milan, Italy
关键词
concrete; rebar; inhibitors; chlorides; carbonation;
D O I
10.1179/147842204X2871
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The corrosion of reinforcing bars (rebars) is the main cause of premature failure of reinforced concrete structures. The ingress of chlorides and the carbonation process that leads to the neutralisation of the alkaline pore solution are among the key phenomena promoting such corrosion. This paper deals with the effectiveness of commercial corrosion inhibitors to prevent the corrosion of reinforcement in concrete. Three organic inhibitors and, for comparison, a calcium nitrite based product, were added to fresh concrete in the dosages suggested by producers. Experimental tests were carried out both in chloride contaminated concrete ( produced by adding chlorides directly to the mixture or by penetrating hardened concrete using ponding cycles) and in carbonated concrete. In order to study the effectiveness of the inhibitors on the initiation of corrosion, measurements were made over two years of two electrochemical parameters, the free corrosion potential and the polarisation resistance. These are discussed and compared with results obtained for concrete specimens without inhibitors. One of the organic corrosion inhibitors and the nitrite based product both delayed the initiation of corrosion.
引用
收藏
页码:219 / 228
页数:10
相关论文
共 58 条
[1]   Factors controlling cracking of concrete affected by reinforcement corrosion [J].
Alonso, C ;
Andrade, C ;
Rodriguez, J ;
Diez, JM .
MATERIALS AND STRUCTURES, 1998, 31 (211) :435-441
[2]   Chloride threshold dependence of pitting potential of reinforcements [J].
Alonso, C ;
Castellote, M ;
Andrade, C .
ELECTROCHIMICA ACTA, 2002, 47 (21) :3469-3481
[3]  
Alonso C., 1995, ACI MATER J, V3-4, P130
[4]   QUANTITATIVE MEASUREMENTS OF CORROSION RATE OF REINFORCING STEELS EMBEDDED IN CONCRETE USING POLARIZATION RESISTANCE MEASUREMENTS [J].
ANDRADE, C ;
GONZALEZ, JA .
WERKSTOFFE UND KORROSION-MATERIALS AND CORROSION, 1978, 29 (08) :515-519
[5]   PRELIMINARY TESTING OF NA2PO3F AS A CURATIVE CORROSION-INHIBITOR FOR STEEL REINFORCEMENTS IN CONCRETE [J].
ANDRADE, C ;
ALONSO, C ;
ACHA, M ;
MALRIC, B .
CEMENT AND CONCRETE RESEARCH, 1992, 22 (05) :869-881
[6]  
Andrade C., 1986, CEMENT CONCRETE AGGR, V8, P110
[7]  
ANDRADE C, 1994, HORMIGON PREPARADO, V17, P40
[8]  
ANDRADE C, 1988, S CORR RAT REINF CON
[9]   PROPERTIES OF THERMALLY PREPARED IRIDIUM DIOXIDE ELECTRODES [J].
ARDIZZONE, S ;
CARUGATI, A ;
TRASATTI, S .
JOURNAL OF ELECTROANALYTICAL CHEMISTRY, 1981, 126 (1-3) :287-292
[10]  
*ASTM, 1991, C87691 ASTM