Cathodic Prevention and Cathodic Protection of Zinc Mesh Sacrificial Anode for Reinforced Concrete in 15% Salt Water

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This study is to acquire the confirmation data regarding the cathodic protection and cathodic prevention characteristics for concrete piles in marine bridges and piers exposed to harsh marine environments. It was possible to confirm the performance of cathodic protection by the measurement of potentials and current density the concrete pile specimens applied with zinc mesh sacrificial anode cathodic protection system. The current density for the cathodic protection (CProt) that CP started after a repair of corrosion was higher than that for the cathodic prevention (CPrev) that CP commenced from the beginning of experiment, and 4 hour depolarization potentials were higher in the CPrev system than in the CProt one, and it was confirmed that the CPrev has more protection effect with less protection current, comparing to the CProt.

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167-171

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October 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] J.P. Broomfield in: Corrosion of Steel in Concrete 2nd Edition, edited by Taylor&Francis (2007).

Google Scholar

[2] K. Ishii, H. Seki, T. Fukute, K. Ikawa: Construction and Building Materials, 12 (1997).

Google Scholar

[3] J.A. Jeong, C.K. Jin, 37, Journal of the Korean Society of Marine Engineering (2013) 260-265.

Google Scholar

[4] Y.B. Ko, G. B, Kim, K.C. Park, 37, Journal of the Korean Society of Marine Engineering (2013) 135-143.

Google Scholar

[5] J.H. Jeong, Y.H. Kim, K.M. Moon, M.H. Lee, J. K Kim, 37, Journal of the Korean Society of Marine Engineering (2013) 877-885.

Google Scholar

[6] S.J. Kim, S.J. Lee, S. O, 37, Journal of the Korean Society of Marine Engineering (2013) 484-492.

Google Scholar

[7] F. J. Presuel-Moreno, S. C. Kranc, and A. A. Sagues: Corrosion, 61 (2005), p.548.

Google Scholar

[8] ASTM C876-91, Standard Test method for Half-Cell Potentials of Uncoated Reinforcing Steel in Concrete, Annual Book of ASTM Standards, 03. 02 (1994).

Google Scholar

[9] CMS100 Framework Software Operator's Manual, Gamry Instruments, Inc (1994).

Google Scholar

[10] L. Bertolini, E. Redaelli: Corrosion Science, 51 (2009), pp.2218-2230.

Google Scholar

[11] A.M. Hassanein, G.K. Glass, N.R. Buenfeld: & Concrete Composites, 24 (2002).

Google Scholar

[12] T, Pastore, P. Pedeferri, L. Bertolini, F. Bolzoni: Rehabilitation of Concrete Structures (1992).

Google Scholar

[13] NACE Standard SP 0290, Impressed Current Cathodic Protection of Reinforcing Steel in Atmospherically Exposed Concrete Structures (2007).

Google Scholar