Influence of Surface Treatment after Applying Electrochemical Repair Method on Protection Effect against Steel Corrosion in Concrete

Author:

Nakayama Kazuhide1,Ueda Takao2,Tsukagoshi Masayuki2,Nanasawa Akira3

Affiliation:

1. Tokushima University, Japan.

2. Dept. of Civil and Environmental engineering, Tokushima University, Japan.

3. Omi Plant, Denka Co., Ltd., Itoigawa, Niigata-Pref., Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference18 articles.

1. 1) Ashida, M., Ishibashi, K., Nanasawa, A. and Matsukubo, H., (2004). “10-year follow-up survey of the bridge pier applied electrochemical removal.” Proceedings of the Japan Concrete Institute, 26(1), 831-836. (in Japanese)

2. 2) Behnood, A., Van Tittelboom, K., and De Belie, N., (2016). “Methods for measuring pH in concrete: A review.” Construction and Building Materials, 105, 176-188.

3. 3) Bertolini, L., Carsana, M. and Redaelli, E., (2008). “Conservation of historical reinforced concrete structures damaged by carbonation induced corrosion by means of electrochemical realkalisation.” Journal of Cultural Heritage, 9(4), 376-385.

4. 4) Cromie, J. A., Abu-Tair, A. I., Lyness, J. F., McFarland, B. and McCullough, W. P., (1999). “The independent assessment of electrochemical chloride extraction treatment on a 30-year-old motorway bridge.” Struct Eng, 77(23-24), 38-41.

5. 5) Fajardo, G., Escadeillas, G. and Arliguie, G., (2006). “Electrochemical chloride extraction (ECE) from steel-reinforced concrete specimens contaminated by “artificial” sea-water.” Corrosion Science, 48(1), 110-125.

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