Use of Cedrela odorata Linnaeus Exudate for Inhibiting Corrosion by Chlorides in Reinforced Concrete

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

Abstract

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.
雪松渗出液对钢筋混凝土中氯化物腐蚀的缓蚀作用
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%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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