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Chloride Diffusion in Concrete Protected with a Silane-Based Corrosion Inhibitor

机译:用基于硅烷的腐蚀抑制剂保护混凝土中的氯化物扩散

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One of the most important parameters concerning durability is undoubtedly represented by cement matrix resistance to chloride diffusion in environments where reinforced concrete structures are exposed to the corrosion risk induced by marine environment or de-icing salts. This paper deals with protection from chloride ingress by a silane-based surface-applied corrosion inhibitor. Results indicated that the corrosion inhibitor (CI) allows to reduce the penetration of chloride significantly compared to untreated specimens, independently of w/c, cement type, and dosage. Reduction of chloride diffusion coefficient (D nssn ) measured by an accelerated test in treated concrete was in the range 30–60%. Natural chloride diffusion test values indicate a sharp decrease in apparent diffusion coefficient (D app ) equal to about 75% when concrete is protected by CI. Mechanism of action of CI in slowing down the chloride penetration inside the cement matrix is basically due to the water repellent effect as confirmed by data of concrete bulk electrical resistivity.
机译:关于耐久性的最重要参数之一无疑是通过水泥基质抗氯化物扩散在钢筋混凝土结构暴露于由海洋环境或去冰盐引起的腐蚀风险的环境中的抗腐蚀风险来表示。本文涉及由硅烷基表面泵抑制剂的氯化物进入的保护。结果表明,与未处理的样品相比,腐蚀抑制剂(CI)允许显着减少氯化物的渗透,与未经治疗的标本相比,独立于W / C,水泥型和剂量。经处理的混凝土中加速试验测量的氯化物扩散系数(D NSSN)的还原在30-60%的范围内。自然氯化物扩散试验值表明表观扩散系数(D APP)的急剧下降,当CI的密集保护时等于约75%。 CI在减缓水泥基质内氯化物渗透的作用机制基本上是由于混凝土散装电阻率数据证实的防水效果。

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