모르타르(W/C:0.5)내의 철근의 부식 특성에 미치는 재령 년수와 피복두께의 영향
Effect of Passing Aged Years and Coating Thickness on Corrosion Properties of Reinforcing Steel in Mortar (W/C:0.5)
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The structures of reinforced concrete have been extensively increased with rapid development of industrial society. Futhermore, these reinforced concretes are easy to expose to severe corrosive environments such as seawater, contaminated water, acid rain and seashore etc.. Thus, corrosion problem of steel bar embedded in concrete is very important in terms of safety and economical point of view. In this study, specimens having six different coating thickness (W/C:0.5) were prepared and immersed in flowing seawater for five years to evaluate the effect of coating thickness and immersion time on corrosion property. The polarization characteristics of these embedded steel bars were investigated using electrochemical methods such as corrosion potential, anodic polarization curve, and impedance. At the 20-day immersion, the corrosion potentials exhibited increasingly nobler values with coating thickness. However, after 5-yr. immersion their values were shifted in the negative direction, and the relationship between corrosion potential and coating thickness was not shown. Although 5-yr. immersion lowered corrosion potential, 5-yr. immersion did not increase corrosion rate. In addition, after 5-yr. immersion, the thinner cover thickness, corrosion current density was decreased with thinning coating thickness. It is due to the fact that ease incorporation of water, dissolved oxygen and chloride ion into a steel surface caused corrosion and hence, leaded to the formation of corrosion product. The corrosion product plays the role as a corrosion barrier and increases polarization resistance. The corrosion probability evaluated depending on corrosion potential may not be a good method for predicting corrosion probability. Hence, the parameters including cover thickness and passed aged years as well as corrosion potential is suggested to be considered for better assessment of corrosion probability of reinforced steel exposed to partially or fully in marine environment for long years.
Abstract
The structures of reinforced concrete have been extensively increased with rapid development of industrial society. Futhermore, these reinforced concretes are easy to expose to severe corrosive environments such as seawater, contaminated water, acid rain and seashore etc.. Thus, corrosion problem of steel bar embedded in concrete is very important in terms of safety and economical point of view. In this study, specimens having six different coating thickness (W/C:0.5) were prepared and immersed in flowing seawater for five years to evaluate the effect of coating thickness and immersion time on corrosion property. The polarization characteristics of these embedded steel bars were investigated using electrochemical methods such as corrosion potential, anodic polarization curve, and impedance. At the 20-day immersion, the corrosion potentials exhibited increasingly nobler values with coating thickness. However, after 5-yr. immersion their values were shifted in the negative direction, and the relationship between corrosion potential and coating thickness was not shown. Although 5-yr. immersion lowered corrosion potential, 5-yr. immersion did not increase corrosion rate. In addition, after 5-yr. immersion, the thinner cover thickness, corrosion current density was decreased with thinning coating thickness. It is due to the fact that ease incorporation of water, dissolved oxygen and chloride ion into a steel surface caused corrosion and hence, leaded to the formation of corrosion product. The corrosion product plays the role as a corrosion barrier and increases polarization resistance. The corrosion probability evaluated depending on corrosion potential may not be a good method for predicting corrosion probability. Hence, the parameters including cover thickness and passed aged years as well as corrosion potential is suggested to be considered for better assessment of corrosion probability of reinforced steel exposed to partially or fully in marine environment for long years.
참고문헌 (16)
- R. N. Swamy, , Proceedings of the Durability of steel reinforecement in marine environment, SP109(7), pp.1614~ (1989), ACI
- S. Ozaki, , Proceedings of the concrete in marine environment SP 109-26, pp.587~ (1989), ACI
- D. H. Jeon, , Corros. Sci. Tech, 21, pp.3~ (1992)
- S. D. Hong, , Mater. Environ, 42, pp.462~ (1993)
- G. C. Jang, , J. Conc. Soc. of Jpn, 32, pp.73~ (1994)
- S. D. Hong, , Corros. Tech. of Jpn, 33, pp.462~ (1984)
- D. H. Jeon, , Corros. Sci. Tech, 21, pp.11~ (1992)
- K. G. Kim, , J. Ocean. and Tec, 14, pp.23~ (2000)
- N. G. Thampson, , Proceeding of the Corrosion, 1987, 182~[DOI]
- J. A. Apostoles, , Proceedings of the corrosion, 1987, 168~[DOI]
- 유영란, "Influence of Cathodic Protection on the Lifetime Extension of Painted Steel Structures", Metals and Materials International, 12(3), pp.255~261 (2006), 대한금속·재료학회
- 문경만, "몰타르 시험편(W", C:0.4) 내부철근의 분극특성에 미치는 재령년수의 영향, 2014, pp.13(1), 20~27[DOI]
- J. A. Muylder, "Atlas of Electrochemical Equilibrium in Aqueous solution", pp.313~ (1966), Pergamon press
- "ASTM C876-80, Standard Test Method for Half-Cell Potentials of Uncoated Reinforcing Steel in Concrete (Withdrawn 2008)", ASTM International, ~ (1999)
- Concrete Society of Japan, "Protection Guide of Marine Concrete Structure(proposal)", Juridical Foundation, 10~ (1984)
- K. M. Moon, "Practical Electrochemistry", pp.177~ (1999), Hyosung publication Co. Ltd
