Effect of isobutyl-triethoxy-silane penetrative protective agent on the carbonation resistance of concrete

被引:0
|
作者
Qiang Xu
Shulin Zhan
Bingzheng Xu
Hui Yang
Xiaoqian Qian
Xiaofu Ding
机构
[1] Zhejiang University,College of Civil Engineering and Architecture
[2] Zhejiang University,Department of Materials Science and Engineering
[3] Zhejiang-California International NanoSystems Institute,undefined
[4] Zhejiang Heli New Building Materials Co.,undefined
[5] Ltd,undefined
来源
Journal of Wuhan University of Technology-Mater. Sci. Ed. | 2016年 / 31卷
关键词
carbonation resistance; penetrative protective agent; isobutyl-triethoxy-silane; mineral admixture; marine material;
D O I
暂无
中图分类号
学科分类号
摘要
Effect of isobutyl-triethoxy-silane penetrative protective agent on the carbonation resistance of the concrete was studied. The concrete specimens for the 28 d accelerated carbonation process were manufactured with w/c of 0.49 and 0.64, both in the presence and absence of silane and mineral admixture. The penetration of isobutyl-triethoxy-silane and the carbonation of concrete were investigated by penetration depth, carbonation depth, XRD, SEM, and pore size distribution. The results showed that concrete compactness played an important role in the silane penetration and carbonation resistance. Penetration depth of silane-treated concrete mainly depended on the compactness of the concrete, and could not remarkably change through the accelerated carbonation process. In the accelerated carbonation process, penetrative protective agent improved the carbonation resistance of the higher compactness concretes but accelerated the carbonization process of the lower compactness concretes. As penetrative protective agent penetrated along the external connectivity pores into concrete not filling the entire surface area, the inorganic film could not fully protect the Ca(OH)2 phase from carbonation. After 28 d accelerated carbonation, fibrous hydration products disappeared and the surface holes decreased. Due to the formation of carbonized products, the porosity of the concrete surface decreased, especially in high-strength concrete.
引用
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页码:139 / 145
页数:6
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