Time-dependent performance of concrete surface coatings in tidal zone of marine environment

被引:116
作者
Moradllo, Mehdi Khanzadeh [1 ]
Shekarchi, Mohammad [1 ]
Hoseini, Meghdad [2 ]
机构
[1] Univ Tehran, Construct Mat Inst, Sch Civil Engn, Tehran, Iran
[2] Univ Alberta, Dept Civil & Environm Engn, Edmonton, AB T6G 2W2, Canada
关键词
Concrete surface coating; Time-dependent performance; Chloride penetration; Persian Gulf; Tidal zone; REINFORCED-CONCRETE; CHLORIDE; DURABILITY; PENETRATION; CORROSION; MORTAR; SYSTEM; STEEL;
D O I
10.1016/j.conbuildmat.2011.11.044
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Corrosion induced by salinity of marine environment is a great threat for significant infrastructures which are placed in such areas. Concrete surface coating is one of the main materials which are used in new or repaired concrete structures which are located in corrosive environment. In this study six different concrete surface coatings are implemented on the surface of concrete and the performance of these coatings has been investigated during 5 years of exposure in tidal zone of Persian Gulf region. According to obtained results, epoxy polyurethane and aliphatic acrylic are proven to be the most efficient coatings, which cause a reduction the chloride penetration and enhance the service life of concrete structures. However, performance of surface coatings is time-dependent and coated concretes must be recoated with distinct surface coating in proper time which means before coatings deterioration time. A new method for evaluating the performance of surface coating has also been proposed. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:198 / 205
页数:8
相关论文
共 45 条
[21]   Study of the physico-chemical properties of organic coatings for concrete degradation control [J].
Delucchi, M ;
Barbucci, A ;
Cerisola, G .
CONSTRUCTION AND BUILDING MATERIALS, 1997, 11 (7-8) :365-371
[22]  
DIN (Deutsches Institut fur Normung), 1991, 1048 DIN
[23]  
Fluckiger D, 1990, CORR CORR PROT STL C, V2, P1017
[24]  
GHODS P, 2007, CONCR INT, V29, P50
[25]  
Hosseini M., 2004, THESIS U COLL ENG TE
[26]  
Hurley SA, 2003, ADV CONCRETE TECHNOL, p17/1
[27]   Use of surface treatment materials to improve concrete durability [J].
Ibrahim, M ;
Al-Gahtani, AS ;
Maslehuddin, M ;
Dakhil, FH .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 1999, 11 (01) :36-40
[28]   CONCRETE SURFACE-TREATMENT - EFFECT OF EXPOSURE TEMPERATURE ON CHLORIDE DIFFUSION RESISTANCE [J].
JONES, MR ;
DHIR, RK ;
GILL, JP .
CEMENT AND CONCRETE RESEARCH, 1995, 25 (01) :197-208
[29]   Surface treatment of reinforced concrete in marine environment: Influence on chloride diffusion coefficient and capillary water absorption [J].
Medeiros, M. H. F. ;
Helene, P. .
CONSTRUCTION AND BUILDING MATERIALS, 2009, 23 (03) :1476-1484
[30]   Evaluation of the durability of mortar and concrete applied with inorganic coating material and surface treatment system [J].
Moon, Han Young ;
Shin, Dong Gu ;
Choi, Doo Sun .
CONSTRUCTION AND BUILDING MATERIALS, 2007, 21 (02) :362-369