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首页> 外文期刊>Corrosion science >Corrosion Mechanism Of Hot-dip Galvanised Reinforcement Bar In Cracked Concrete
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Corrosion Mechanism Of Hot-dip Galvanised Reinforcement Bar In Cracked Concrete

机译:热浸镀锌钢筋在开裂混凝土中的腐蚀机理

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In this paper, probable corrosion mechanisms of hot-dip galvanised reinforcement bar in cracked concrete based on long-term durability tests and other studies are determined. The fist mechanism consists of a local dissolution of eta (η) and zeta (ζ) phase. In the second mechanism due to non-uniform zinc coating local dissolution of eta (η) and zeta (ζ) phase together with longitudinal and perpendicular cracking in zinc layer may lead to separation of zinc layer. In the third mechanism due to non-uniform zinc coating full dissolution of eta (η) and partial dissolution of zeta (ζ) phase together with longitudinal and perpendicular cracking in ferrite may lead to separation of zinc layer and ferrite. Corrosion rate with used cement type was decreasing. That is not dependent on concrete quality. However, concrete type has an effect on corrosion rate and moisture conditions.
机译:本文基于长期耐久性试验和其他研究,确定了开裂混凝土中热浸镀锌钢筋的可能腐蚀机理。第一机理由η(η)和ζ(ζ)相的局部溶解组成。在第二种机理中,由于锌涂层不均匀,η(η)和Zeta(ζ)相的局部溶解以及锌层中的纵向和垂直裂纹可能导致锌层分离。在第三种机理中,由于锌涂层不均匀,η(η)的完全溶解和Zeta(ζ)相的部分溶解以及铁素体中的纵向和垂直裂纹可能导致锌层和铁素体分离。使用过的水泥类型的腐蚀速率下降。那不取决于具体质量。但是,混凝土类型会影响腐蚀速率和湿度条件。

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