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混凝土碳化反应理论模型的研究现状及展望

韩建德 孙伟 潘钢华

硅酸盐学报2012,Vol.40Issue(8):1143-1153,11.
硅酸盐学报2012,Vol.40Issue(8):1143-1153,11.

混凝土碳化反应理论模型的研究现状及展望

Recent Development on Theoretical Model of Carbonation Reaction of Concrete

韩建德 1孙伟 1潘钢华1

作者信息

  • 1. 东南大学材料科学与工程学院,南京211189 江苏省土木工程材料重点实验室,南京211189
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摘要

Abstract

Carbonation reaction can accelerate the corrosion of steel bar and reduce the service life of reinforce concrete. The problem of carbonation reaction has been thus an interesting aspect in fields of civil engineering materials. The existing models were classified and the latest theoretical models were reviewed. Also, the latest model parameters (i.e., transport coefficient of C02, porosity, saturation, chemical reaction rate, pH value and carbonation depth, etc.) were analyzed in details. In addition, the solving methods of theo- retical models and the corresponding further studies were proposed.

关键词

混凝土/碳化反应/理论模型/二氧化碳传输系数/化学反应速率

Key words

concrete/carbonation reaction/theoretical model/carbon dioxide transport coefficient/chemical reaction rate

分类

建筑与水利

引用本文复制引用

韩建德,孙伟,潘钢华..混凝土碳化反应理论模型的研究现状及展望[J].硅酸盐学报,2012,40(8):1143-1153,11.

基金项目

国家“973”计划“环境友好现代混凝土的基础研究” ()

国家自然科学基金 ()

东南大学优秀博士学位论文基金(YBJJ1113)资助项目 ()

硅酸盐学报

OA北大核心CSCDCSTPCD

0454-5648

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