Electrochemical realkalisation for rehabilitation of reinforced concrete structures
β Scribed by Dr.-Ing. J. Mietz
- Publisher
- John Wiley and Sons
- Year
- 1995
- Tongue
- German
- Weight
- 633 KB
- Volume
- 46
- Category
- Article
- ISSN
- 0947-5117
No coin nor oath required. For personal study only.
β¦ Synopsis
Abstract
In steel reinforced and prestressed concrete structures depassivation of the reinforcing steel can take place due to carbonation of the concrete cover. Depending on humidity and oxygen availability subsequent corrosion reactions will be initiated. Such conditions require measures to exclude corrosion induced damages during the designed lifetime of the structure. In the last few years an electrochemical realkalisation treatment has been proposed as adequate rehabilitation technique for carbonated concrete. This temporary treatment should increase the pHβvalue of the concrete pore water solution due to penetration of alkaline electrolyte from the concrete surface as well as repassivate the reinforcement due to electro chemical reactions at the steel surface.
In order to clarify the different mechanisms taking place during electrochemical realkalisation laboratory tests have been carried out using carbonated reinforced mortar specimens. The investigations were aimed at checking the influence of various parameters, e.g. treatment time and current density, as well as the efficiency and longβterm durability of this rehabilitation method.
π SIMILAR VOLUMES
Fiber reinforced polymer jackets (FRP sheets) offer great advantages as confining devices of damaged or substandard reinforced concrete (r.c.) members and are already used extensively as local interventions in seismic rehabilitation of existing construction. The design issues and detailing rules rel