雪松渗出液对钢筋混凝土中氯化物腐蚀的缓蚀作用

Modesto Barrios-Fontalvo, C. Tejada-Tovar, Á. Villabona-Ortíz, Fidel Castillo-Mercado, Breiner Ramírez-Arenilla
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引用次数: 3

摘要

本文评估了雪松渗出物在氯离子渗透中的用途,以及钢筋混凝土(rc)中钢筋腐蚀的可能性,考虑到在水/水泥(w/c)比为0.55和0.60的混合物中,渗出物按水泥重量计分别为0.3%、0.5%、0.7%和0.9%。在这些条件下,构建了直径为4英寸、高度为8英寸的圆柱形试样。根据astm C1218/C1218M在0.5、1.0和2.0cm深度测量提取的混凝土粉末的水溶性氯化物含量,同时通过使用astm C876测量电势来确定腐蚀概率。与0.55%的目标相比,当在最接近钢的深度以0.55的水灰比使用0.7%的渗出物时,发现混凝土的有利发生率为0.46%(重量)。当电位高于-0.2V,暴露在氯化物中的时间更长时,钢腐蚀的可能性降低到10%。
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Use of Cedrela odorata Linnaeus Exudate for Inhibiting Corrosion by Chlorides in Reinforced Concrete
This paper evaluates the use of cedar tree exudate in chloride penetration and the probability of steel corrosion in reinforced concrete (rc), considering 0.3, 0.5, 0.7, and 0.9 % exudate by cement weight in the mixture at water/cement (w/c) ratios of 0.55 and 0.60. Under these conditions, cylindrical specimens of 4 inches in diameter and 8 inches in height were constructed. The water-soluble chloride content of the extracted concrete powder was measured at 0.5, 1.0, and 2.0 cm depth according to astm C1218/C1218M, while the probability of corrosion was determined by measuring electric potentials with astm C876. A favorable incidence of 0.46 % by weight of concrete was found when using 0.7 % exudate at the w/c ratio of 0.55 at the closest depth to the steel, compared to the 0.55 % target. The probability of steel corrosion is reduced to 10 % with potentials higher than -0.2 V with more prolonged exposure to chlorides.
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审稿时长
20 weeks
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