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Service Life Estimation of Reinforced Concrete Structures Made Using Cr-bearing Rebars in Microcell Corrosion Environments

机译:在微孔腐蚀环境中使用含铬钢筋制成的钢筋混凝土结构的使用寿命估算

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Reinforced concrete structures made using Cr-bearing rebars subject to microcell corrosion were assumed with the aim of developing Cr-bearing rebars having the required corrosion resistance in microcell corrosion environments. Their service lives were then estimated for each type of corrosion environment based on a microcell corrosion rate model, and requirements for Cr-bearing rebars to achieve a service life of over 100 years were calculated. As a result, the service lives of concrete structures reinforced with Cr bearing rebars were found to increase as the Cr content increased in all types of corrosion environments. Also, Cr-bearing rebars with Cr contents of not less than 11 % and not less than 7% ensured service lives of over 100 years in harsh and moderate chloride attack zones, respectively. In carbonation zones, a Cr content of not less than 3% was proven to provide corrosion resistance for over 100 years.
机译:假设使用受微孔腐蚀的含铬钢筋制成的钢筋混凝土结构,目的是开发在微孔腐蚀环境中具有所需耐腐蚀性的含铬钢筋。然后根据微孔腐蚀速率模型估算每种腐蚀环境的使用寿命,并计算出含铬钢筋达到100年以上使用寿命的要求。结果,发现在所有类型的腐蚀环境中,随着Cr含量的增加,用含Cr的钢筋加固的混凝土结构的使用寿命会增加。另外,Cr含量不小于11%且不小于7%的含Cr钢筋可确保在苛刻和中等氯化物侵蚀区的使用寿命超过100年。在碳化区,Cr含量不少于3%被证明可以提供100多年的耐腐蚀性。

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