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Corrosion resistance of Cr-bearing rebar in concrete with chloride ion content

机译:含氯离子含量的混凝土中含铬钢筋的耐腐蚀性

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As a fundamental study on the performance of Cr-bearing rebars in steel reinforced concrete structures exposed to corrosive environments, The test specimens were made by installing 8 types of rebars in concretes with a chloride ion content of 0.3, 0.6, 1.2, 2.4 and 24 kg/m~3. Corrosion accelerated curing were then conducted with them. The corrosion resistance of Cr-bearing rebars was examined by measuring crack widths, half-cell potential, corrosion area and weight loss after 155 cycles of corrosion- accelerating curing. The results of the study showed that the corrosion resistance increased as the Cr content increased regardless of the content of chloride ions, and that the Cr-bearing rebars with a Cr content of 5 percent and 9 percent showed high corrosion resistance in concretes with a chloride ion content of 1.2 and 2.4 kg/m~3, respectively.
机译:作为对暴露在腐蚀性环境下的钢筋混凝土结构中含Cr钢筋性能的基础研究,通过在氯离子含量为0.3、0.6、1.2、2.4和24的混凝土中安装8种类型的钢筋来制作试样。千克/米〜3。然后用它们进行腐蚀加速固化。通过测量155个腐蚀加速固化周期后的裂纹宽度,半电池电位,腐蚀面积和重量损失,来检测含Cr钢筋的耐腐蚀性。研究结果表明,不管氯离子的含量如何,随着Cr含量的增加,耐蚀性也随之提高; Cr含量为5%和9%的含Cr钢筋对含氯的混凝土表现出较高的耐蚀性。离子含量分别为1.2和2.4 kg / m〜3。

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