ارزیابی سرعت خوردگی با استفاده از تکنیک های گرانشی و الکتروشیمیایی در ساختارهای تقویت فلزی یک ساختمان تاریخی

This work presents the diagnosis procedure followed to determine the degree of damage of a 100-year-old reinforced concrete building located in Barcelona city, the Sant-Manuel pavilion at Hôpital de la Santa Creu i Sant-Pau. Some structural components of this building were affected by severe corrosion problems in the reinforcing steel UPN profiles. In order to obtain a representative sample set, a preliminary inspection of the macroscopic architectonic structure was applied at selected zones that exhibited the metallic backbone. Gravimetric and electrochemical techniques have demonstrated that some UPN profiles presented high corrosion rate. This was mainly due to the presence of water pipes installed beside the metallic structure, which was a source of humidity, and also to the presence of calcium carbonate, calcium silicate hydrate, and calcium chloride substances inside the cement in direct contact with the metallic structures, which were responsible for the steel depassivation. The work shows a practical example of how a suitable combination of chemical, physical and electrochemical techniques can be applied together to characterize a corrosion process, the obtained results validating and corroborating the prediction of the corrosion rate in metallic structures.