Applications

Sydney
Opera House
Type 316 stainless steel rebar and mesh replacing carbon steel
reinforced concrete which failed after about 25 years of service
(Photo copyrighte dby NiDI)

140
tonnes of Type 304 stainless steel rebar being installed in
an addition to the historic
Guildhall, London
(Photo
copyrighted by NiDI)

Type
316LN rebars being installed in a bridge deck on highway 407 just
north of
Toronto, Canada (Photo
copyrighte dby NiDI)
RANKING
OF THE EMERGING TECHNOLOGIES FOR CORROSION CONTROL IN CONCRETE
STRUCTURES
Based on the effectiveness in reducing or stopping
the corrosion of steel reinforcement, the following ranking is
suggested:
|
|
Impressed Cathodic Protection
(ICCP)
|
For repair /rehabilitation
For new structures
|
|
|
Stainless steel / duplex
stainless steel
|
For repair /rehabilitation
For new structures
|
|
|
Sacrificial Anode (SA)
system
|
|
|
|
Electrochemical Treatment
ER/ECR (or CE)
|
For repair/rehabilitation
|
|
|
Conventional patch repair
|
|
CONCLUSIONS
The emerging technologies are
increasingly used for the
repair and rehabilitation of reinforced concrete structures due
to their effectiveness and ease of installations. For long-lasting
cost effective structures and facilities, these emerging technologies
are already used for corrosion prevention in new concrete structures exposed
to more corrosive environments.
ACKNOWLEDGEMENT
The
author wishes to thank the following organizations and companies
for the permission to use copyrighted photographs, drawings and
illustrations in this paper: The Nickel Development Institute,
3M Company (S) Pte Ltd, Fosroc International.
REFERENCES
- Peter
Pullar-Strecker, Corrosion Damaged Concrete, Butterworths 1987
- Corrosion
of Steel in Concrete, Eds P. Schiessl, Chapman and Hall, 1988
- Corrosion
of Reinforecment in Concrete Construction, Eds Alan P. Crane,
Ellis Horwood, 1983
- Corrosion
Rate of Steel in Concrete, ASTM, STP 1065, 1988
- Cathodic
Protection of Reinforcement Steel in Concrete, Eds K. G. C.
Berkeley, Butterworths, 1990
- Controlling
Concrete Degradation, Proc of the International Seminar, University
of Dundee, Scotland, 1999
- Corrosion
of Reinforcement in Concrete, Eds C. L. Page, K. W. J. Treadaway
and P. B. Bamforth, 1990
- Corrosion
of Reinforcing Steel in Concrete and Its Prevention by Cathodic
Protection, J. Bennett, 1986
- Corrosion
of Reinforcement in Concrete Construction, Eds C. L. Page, P.
B. Bamforth and J. W. Figg, 1996
- C.
J. Abbott, Concrete, May 1997
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Lewis, Concrete, September 1997
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Elsener, M. Monila and H. Bohni, Corrosion Science, Vol.35,
p1563 (1993)
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Parker, Concrete, September 1997
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Whiteway, Nickel, Vol.14, September 1998
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J. Kessler, “Zinc Mesh Anode Cast into Concrete Pile Jackets”,
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Sergi and C. L. Page, Sacrificial Anodes for Cathodic Protection
of Reinforcing Steel Around Patch Repair Applied to Chloride-Contaminated
Concrete”, EuroCorr’ 99
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Flis et al, Corrosion, Vol.49, 1993
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Conductor”, Construction Materials, Chemistry & Industry
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Xie, P. Gu and J. Beaudoin, Electrical Percolation Phenomena
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- Renderoc
Galvashield XP – Sacrificial Anodes for Sustaining Localised
Concrete Repairs, system guide of FOSROC limited.
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LJ for Marine Structures, Product Guide of FOSROC limited.
- Rob
W. Lambe and Nigel Davison, Enhancing the Durability of Concrete
Repair Systems, Concrete’ 99, 6th
International Conference on Concrete Engineering and Technology,
29 June – 1 July 1999, Kuala Lumpur, Malaysia.
- Zinc-Hydrogel
Anode 4727, Product Guide, 3M.
- R.
B. Hartman and J. E. Wehling, “A Galvanic Zinc-Hydrogel System
for Cathodic Protection of Reinforced Concrete Structures”,
3M Company
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