10 years ago a first state of the art report “Corrosion Inhibitors for Steel in Concrete” has been published as EFC 35. Industry continued to develop and improve systems that can be applied as mixed-in inhibitors (preventative in new constructions) or as surface-applied inhibitors (curative, restoration) on concrete. Numerous research reports and papers have been published on laboratory and an increasing number of field studies that are summarized in this paper. Despite still conflicting results it can be stated that admixed inhibitors can delay the onset of corrosion significantly, once corrosion started no reduction in corrosion rate has been found. Surface applied inhibitors show positive results at chloride concentrations lower 0.5% and with beginning corrosion. At chloride contents above 1% and with corroded reinforcements a significant reduction in corrosion rate is difficult to achieve. For the end user it is difficult to get the overview on “corrosion inhibitors” because products with different trade names con-tain the same or similar active substances, the exact compositions can vary frequently and can be different from one region to the other.

Corrosion inhibitors for steel in concrete - an update on the ongoing discussion

Elsener B
2011-01-01

Abstract

10 years ago a first state of the art report “Corrosion Inhibitors for Steel in Concrete” has been published as EFC 35. Industry continued to develop and improve systems that can be applied as mixed-in inhibitors (preventative in new constructions) or as surface-applied inhibitors (curative, restoration) on concrete. Numerous research reports and papers have been published on laboratory and an increasing number of field studies that are summarized in this paper. Despite still conflicting results it can be stated that admixed inhibitors can delay the onset of corrosion significantly, once corrosion started no reduction in corrosion rate has been found. Surface applied inhibitors show positive results at chloride concentrations lower 0.5% and with beginning corrosion. At chloride contents above 1% and with corroded reinforcements a significant reduction in corrosion rate is difficult to achieve. For the end user it is difficult to get the overview on “corrosion inhibitors” because products with different trade names con-tain the same or similar active substances, the exact compositions can vary frequently and can be different from one region to the other.
2011
978-3-935406-45-1
10 Jahre ist es her, seit der Sachstandsbericht „Corrosion Inhibitors for Steel in Concrete“ als EFC Publikation 35 erschienen ist. Die Industrie hat Inhibitoren weiterentwickelt, die als Zusatzmittel präventiv (meist bei Neubauten) oder auf der Betonoberfläche appliziert kurativ (d.h. bei Instandsetzungen) eingesetzt werden können. Seither sind viele weitere Forschungsarbeiten und vor allem auch Resultate aus Feldversuchen publiziert worden, die nun in diese zusammenfassende Beurteilung einfliessen. Trotz nach wie vor divergierenden Resultaten kann gesagt werden, dass Inhibitoren als Zusatzmittel die Zeit bis zum Beginn der Korrosion deutlich verlängern. Nach dem Start der Korrosion ist keine signifikante Reduktion der Korrosionsgeschwindigkeit festzustellen. Auf der Oberfläche applizierte Inhibitoren zeigen positive Resultate bei Chloridgehalten < 0.5% pro Zement und bei erst beginnender Korrosion. Bei Chloridgehalten über 1% und/oder stärker korrodierten Bewehrungen ist eine Reduktion der Korrosionsgeschwindigkeit nicht gegeben. Für den Anwender ist es schwierig, einen Ueberblick zu gewinnen, da Produkte mit verschiedenen Handelsnamen gleiche oder ähnliche Wirksubstanzen enthalten, die genauen Zusammensetzungen oft wechseln und je nach Region unterschiedlich sein können.
Corrosion; Reinforcement; Admixture; Inhibitor; Surface applied
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11584/236519
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