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Title: Anodes for cathodic protection of reinforced concrete

Conference ·
OSTI ID:759919

Consumable anodes were evaluated in the laboratory for use in cathodic protection systems for steel reinforced concrete bridges in coastal environments and in areas where de-icing salts are employed. The anode materials include Zn-hydrogel and thermal-sprayed Zn, Zn-15Al, and Al-12Zn-0.2In. These anodes were evaluated for service in both galvanic (GCP) and impressed current (ICCP) cathodic protection systems. ICCP anodes were electrochemically aged at a factor of 15 times greater than used by the Oregon Department of Transportation in typical coastal ICCP systems (2.2 mA/m{sup 2} based on anode area). Increasing moisture at the anode-concrete interface reduced the operating voltage of all the anodes. The pH at the anode-concrete interface fell to 7 to 8.5 with electrochemical age. Bond strength between the anodes and concrete decreased with electrochemical aging. Interfacial chemistry was the critical link between long-term anode performance and electrochemical age. Zn-hydrogel and the rmal-sprayed Zn and Al-12Zn-0.2In GCP anodes appear to supply adequate protection current to rebar in the Cape Perpetua Viaduct.

Research Organization:
Albany Research Center, Albany, OR (US) (US)
Sponsoring Organization:
Oregon Department of Transportation (ODOT) (US) (US)
OSTI ID:
759919
Report Number(s):
DOE/ARC-2000-002; MOA 14-09-0070-1595; Corrosion 2000 paper no. 810; TRN: AH200033%%206
Resource Relation:
Conference: Corrosion 2000, Orlando, FL (US), 03/2000; Other Information: PBD: 1 Mar 2000
Country of Publication:
United States
Language:
English