This report is written on the basis of the summary on a tenyear field exposure tests made at the reinforced concrete observation stations in Zhanjiang, Shanghai and Tianjin. Through the exposure tests at the sites, detailed studies were made and various factors causing corrosion of reinforcements in
Ten-year results of galvanic sacrificial anodes in steel reinforced concrete
β Scribed by G. Sergi
- Publisher
- John Wiley and Sons
- Year
- 2010
- Tongue
- German
- Weight
- 777 KB
- Volume
- 62
- Category
- Article
- ISSN
- 0947-5117
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β¦ Synopsis
Abstract
Zinc sacrificial anodes have been included in patch repairs to steel reinforced concrete structural elements suffering from corrosion since the midβ1990s. A number of these anodeβcontaining repairs have been monitored with time. One of the first monitored sites was of a locally repaired cross beam of a bridge structure in Leicester, UK, which has now completed 10 years since its original repair and anode installation. This paper reviews the performance of the anodes installed at the Leicester site in terms of anode current output and steel reinforcement polarisation and corrosion rate over the period. It also presents results of analysis of recovered anodes exposed for 10 years which still show electrolyte continuity, uniform consumption of the zinc and coherent encasing mortar. The knowledge gained from the 10 year results has enabled the development of new, higher current output anodes, which are now trialled in this and other sites.
π SIMILAR VOLUMES
Corrosion of steel embedded in concrete was modelled using a 4m long beam containing a bar in seven segments, one mild steel and six stainless steel, which could be electrically connected or isolated by external switches. The concrete mix was dosed with 3% Cl to initiate corrosion. The current flowi