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沿海环境中混凝土结构因碳化而劣化。

Deterioration of concrete structures in coastal environment due to carbonation.

作者信息

Balaji K V G D, Gopalaraju S S S V, Trilochan Jena

机构信息

Dept. of Civil Engineering, GITAM Institute of Technology, GITAM University, Visakhapatnam - 530 045, India.

出版信息

J Environ Sci Eng. 2010 Jul;52(3):265-8.

Abstract

Failure of existing concrete structures takes place due to lack of durability, and not due to less structural strength. One of the important aspects of durability is carbonation depth. The rate of carbonation in concrete is influenced by both its physical properties and exposure conditions. Rebar corrodes when carbonation reaches to a depth of concrete cover provided. In the present work, various concrete structures with different life periods and exposed to different weather conditions have been considered to study the carbonation effect. It is observed that the effect of carbonation is more in the structures located near to the sea coast and on windward face of the structure.

摘要

现有混凝土结构的破坏是由于耐久性不足,而非结构强度不够。耐久性的一个重要方面是碳化深度。混凝土中的碳化速率受其物理性能和暴露条件的影响。当碳化达到所提供的混凝土保护层深度时,钢筋就会腐蚀。在本研究中,考虑了不同使用年限且暴露于不同气候条件下的各种混凝土结构,以研究碳化效应。可以观察到,碳化效应在靠近海岸的结构以及结构迎风面更为明显。

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