The role of hydrotalcite in chloride binding and corrosion protection in concretes with ground granulated blast furnace slag

被引:171
作者
Kayali, Obada [1 ]
Khan, M. S. H. [1 ]
Ahmed, M. Sharfuddin [2 ]
机构
[1] Univ New S Wales, Australian Def Force Acad, Sch Engn & Informat Technol, Canberra, ACT, Australia
[2] Roads ACT Terr & Municipal Directorate, Canberra, ACT, Australia
关键词
Chloride; Corrosion; Slag; Hydrotalcite; Friedel's salt; Silica fume; SILICA FUME; REINFORCING STEEL; PORTLAND-CEMENT; GGBS CONCRETE; PERFORMANCE; RESISTANCE; DURABILITY; CHEMISTRY; COATINGS; ATTACK;
D O I
10.1016/j.cemconcomp.2012.04.009
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents an investigation into the extent and reasons of the observed improvement in performance that ground granulated blast furnace slag (GGBFS) contributes against chloride initiated corrosion. Tests conducted on concretes with blended cement included Rapid Chloride Permeability Test (RCPT), long term ponding, corrosion current monitoring, pore size distribution and X-ray diffraction analyses. Values of the RCPT and corrosion current were significantly reduced as the proportion of GGBFS increased. The results showed only small refinements in pore size distribution, as well as indications of the formation of Friedel's salt. The tests however, revealed the formation of hydrotalcite as a significant hydration product in GGBFS blends. The results further demonstrated the efficiency of hydrotalcite in binding chloride ions. The authors attribute the reduction in corrosion current to the efficient binding of chloride ions by the hydrotalcite that forms in GGBFS hydration products. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:936 / 945
页数:10
相关论文
共 61 条
[11]  
[Anonymous], 2006, B SOC SEA WATER SCI
[12]   EFFECT OF CEMENT TYPE ON CHLORIDE BINDING AND CORROSION OF STEEL IN CONCRETE [J].
ARYA, C ;
XU, Y .
CEMENT AND CONCRETE RESEARCH, 1995, 25 (04) :893-902
[13]  
ASTM, 1991, EL IND CONCR AB RES
[14]  
Baweja D, 1998, ACI MATER J, V95, P207
[15]  
Bejoy N, 2001, RESONANCE, V6, P57
[16]   PhreeqC modeling of Friedel's salt equilibria at 23±1 °C [J].
Bothe, JV ;
Brown, PW .
CEMENT AND CONCRETE RESEARCH, 2004, 34 (06) :1057-1063
[17]  
BROOMFIELD JP, 1994, ACI SPECIAL PUBLICAT, V151, P163
[18]   Active corrosion protection and corrosion sensing in chromate-free organic coatings [J].
Buchheit, RG ;
Guan, H ;
Mahajanam, S ;
Wong, F .
PROGRESS IN ORGANIC COATINGS, 2003, 47 (3-4) :174-182
[19]   ASPECTS OF THE PORE SOLUTION CHEMISTRY OF BLENDED CEMENTS RELATED TO THE CONTROL OF ALKALI SILICA REACTION [J].
CANHAM, I ;
PAGE, CL ;
NIXON, PJ .
CEMENT AND CONCRETE RESEARCH, 1987, 17 (05) :839-844
[20]   Strength, porosity and corrosion resistance of ternary blend Portland cement, rice husk ash and fly ash mortar [J].
Chindaprasirt, P. ;
Rukzon, S. .
CONSTRUCTION AND BUILDING MATERIALS, 2008, 22 (08) :1601-1606