A method of ranking the aggressive nature of chloride contaminated concrete

被引:33
作者
Sergi, G
Glass, GK [1 ]
机构
[1] Univ London Imperial Coll Sci Technol & Med, Dept Civil & Environm Engn, London SW7 2BU, England
[2] Bldg Res Estab, Corros & Concrete Repair, Watford WD2 7JR, England
关键词
acid neutralisation; buffering; cement; chloride threshold; concrete; corrosion; steel;
D O I
10.1016/S0010-938X(00)00050-0
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this work, previously reported titration data obtained on cement pastes and concretes are analysed. It is postulated that the inhibitive nature of concretes may be quantified by titrating a ground suspension to the endpoint indicated by phenolphthalein while the aggressive chloride content may be determined from the soluble chloride at the endpoint of this titration. Thus, the aggressive nature of chloride contaminated concrete may be ranked using the ratio of the extracted chloride to acid neutralisation capacity. Not only is there a theoretical justification for this, but it is relatively simple to determine. (C) 2000 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:2043 / 2049
页数:7
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