The buildings can be exposed to ionic agents present in the environment (soil, water and air), such as chloride and sulfate, or even to the intern ones, added in the dosage process due the usage of some contaminated materials, such as alkalis and sulphur minerals presented in some aggregates. The contaminants tend to react with the cement hydrates and could modify the concrete or mortar properties, dropping the materials' lifetime. Especially in reinforced structures, these agents influence the double layer (concrete/bar) quality, promoting the bar corrosion due the ionic interaction or the modification of the environment alkalinity. Because of this, there is a necessity of stopping or avoiding these chemical reactions between the products of cement hydration and the aggressive agents. Currently, the most promising techniques involve the enhancement of concrete quality, especially from the permeability. Although, there are some advances in the nanoscale compound studies, which have raised the development of more chemically resistant concretes and also special treatments for the material presented on structures in early stages of degradation. The present article aimed for the development of a cause and effect study of distress mechanisms in concrete, with and without additions of nano-Fe3O4 and nano-TiO2 in 1% partial cement replacement, used to enhance the material's durability. For that, the nanoscale ceramic oxides were characterized and added in concrete dosages, as a partial replacement of cement. The obtained material was analyzed for physical and chemical measurements, to evaluate the structural performance and the durability characteristics under laboratory aggressive exposition. The obtained results showed there developed a new kind of concrete, with more homogeneous microstructure produced even in the early ages, by the reaction between the cement hydrates and the nano-materials. It improved the concretes mechanical and physicochemical properties, enabling the dosage of more durable materials.

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