TECHNICAL PAPERS
May 1, 1998

Chloride Extraction and Realkalization of Reinforced Concrete Stop Steel Corrosion

Publication: Journal of Performance of Constructed Facilities
Volume 12, Issue 2

Abstract

Chloride extraction and realkalization are nondestructive, electrochemical treatments to halt and prevent corrosion in chloride-contaminated and carbonated concrete, respectively. The process actually removes chloride ions from the contaminated concrete by the principle of ion migration while at the same time raising the pH of the carbonated concrete through electro-osmosis. Concrete to be treated is first tested to determine the level of chloride contamination. Then, after preparing the surface, a steel or titanium mesh electrode is attached to the structure. The electrode is embedded in a nontoxic biodegradable electrolytic media. Next, electric contacts are established between the attached electrode and the steel reinforcement bars (rebars) inside the concrete. When an electric field is applied, chloride ions migrate away from the rebars and towards the externally attached electrode, eventually ending up in the temporary electrolytic media, which is then discarded. Simultaneously, alkali ions migrate from the electrolyte into the concrete, raising its pH to the original levels. The passivating layer of the rebars is thus reestablished to protect them from corrosion.

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References

1.
Bennet, J. E., and Schue, T. J. (1990). “Electrochemical chloride removal from concrete: a SHRP contract status report.”Corrosion 90, National Association of Corrosion Engineers, Houston, Tex.
2.
Bennet, J. E., and Schue, T. J. (1994). “Evaluation of the NORCURE process for electrochemical chloride removal from steel-reinforced concrete bridge components.” Strategic Highway Res. Program/ELTECH Res. Corp., Washington, D.C.
3.
Clemens, G. G., and Jackson, D. R. (1996). “Pilot applications of electrochemical chloride extraction on concrete decks in Virginia.”VTRC 96-IR3, Virginia Transportation Research Council, Charlottesville, Va.
4.
Kennedy, D., Miller, J. B., and Nustad, G. E. (1993). “Review of chloride extraction and realkalization of reinforced concrete.” Norwegian Concrete Technologies, Oslo, Norway.
5.
Manning, D. G., and Ip, A. K. C. (1994). “Rehabilitating corrosion damaged bridges through the electrochemical migration of chloride ions.” American Concrete Institute, Detroit, Mich.
6.
Miller, J. B., and Nustad, G. E. (1993). “Effect of electrochemical treatment on steel to concrete bond strength.”Proc., NACE Conf., National Association of Corrosion Engineers, Houston, Tex.
7.
“The NCT-method of concrete desalination.” (1992). NORCURE Publication, Norwegian Concrete Technologies, Oslo, Norway.
8.
“The NCT-method of concrete re-alkalization.” (1992). NORCURE Publication, Norwegian Concrete Technologies, Oslo, Norway.
9.
Slater, J. E., Lankard, D. R., Moreland, P. J. (1976). “Electro-chemical removal of chlorides from concrete bridge decks.”Mater. Perform., Nov.
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Whitmore, D. W. (1995). “Rapid electrochemical treatment of concrete: a new process can be used to stop chloride induced corrosion of bridge components.” Vector Construction, Ltd., Winnipeg, Manitoba, Canada.

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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 12Issue 2May 1998
Pages: 77 - 84

History

Published online: May 1, 1998
Published in print: May 1998

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Authors

Affiliations

Emmanuel E. Velivasakis, Fellow, ASCE,
Sr. Vice Pres., LZA Technol., 641 Ave. of the Americas, New York, NY 10011.
Sten K. Henriksen
Consultant, Swaysland Prof. Engrg. Consultants, Inc., Plantation, FL.
David Whitmore, Member, ASCE
Nat. Sales Mgr., Vector Constr. Ltd., Winnepeg, Canada.

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