Study on carbonation resistance of EPS concrete based on mix proportion design

Ji Yuan, Weilong Li, Linbing Wang, Jianjun Wang, Hailu Yang, Wenhua Zhang
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引用次数: 1

Abstract

This paper presents a study on carbonization resistance of two mix proportions of EPS concrete with density of 1200kg/m3. Besides, the mechanism of carbonation resistance of EPS concrete is explained by SEM imaging. The results show that the carbonation resistance of EPS concrete increases obviously when mix proportion includes micro beads and silica fume, which results in carbonization depth decrease by 71.3% at 28 days. It is also found that micro beads and silica fume can reduce the harmful pores in the interface transition zone (ITZ) of EPS concrete, and enhance the compactness of cement matrix, leading to great improvement in carbonation resistance of EPS concrete. The research results of this study provide a potential reference for the selection of EPS concrete in engineering practice.
基于配合比设计的EPS混凝土抗碳化性能研究
本文对密度为1200kg/m3的EPS混凝土两种配合比的抗碳化性能进行了研究。此外,利用扫描电镜对EPS混凝土抗碳化机理进行了分析。结果表明:当掺入微珠和硅灰时,EPS混凝土抗碳化性能明显提高,28 d时碳化深度降低71.3%;研究还发现,微珠和硅灰可以减少EPS混凝土界面过渡区(ITZ)的有害孔隙,增强水泥基体的密实度,使EPS混凝土的抗碳化性能有很大提高。研究结果为工程实践中EPS混凝土的选择提供了潜在的参考。
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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