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
收藏
页码:139 / 145
页数:6
相关论文
共 50 条
  • [31] Effect of silane as surface modifier and coupling agent on rheological and protective performance of epoxy/nano-glassflake coating systems
    M. Ghaffari
    R. Naderi
    M. Ehsani
    Iranian Polymer Journal, 2014, 23 : 559 - 567
  • [32] Performance Based Evaluation of Carbonation Resistance of Concrete According to Various Curing Conditions from Climate Change Effect
    Kim, Tae-Kyun
    Choi, Seung-Jai
    Kim, Jang-Ho Jay
    Chu, Yong-Sik
    Yu, Eunjong
    INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS, 2017, 11 (04) : 687 - 700
  • [33] Effect of silane as surface modifier and coupling agent on rheological and protective performance of epoxy/nano-glassflake coating systems
    Ghaffari, M.
    Naderi, R.
    Ehsani, M.
    IRANIAN POLYMER JOURNAL, 2014, 23 (07) : 559 - 567
  • [34] The influence of Size Effect on high-volume fly-ash Concrete's Carbonation resistance performance
    Liu, Lifang
    Niu, Xiaoxia
    Yu, Wang
    Liu, Xiaoman
    ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, PTS 1-6, 2012, 368-373 : 1121 - +
  • [35] Combined effect of polypropylene fiber and silica fume on workability and carbonation resistance of concrete composite containing fly ash
    Zhang, Peng
    Li, Qing-Fu
    PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART L-JOURNAL OF MATERIALS-DESIGN AND APPLICATIONS, 2013, 227 (03) : 250 - 258
  • [36] Performance Based Evaluation of Carbonation Resistance of Concrete According to Various Curing Conditions from Climate Change Effect
    Tae-Kyun Kim
    Seung-Jai Choi
    Jang-Ho Jay Kim
    Yong-Sik Chu
    Eunjong Yu
    International Journal of Concrete Structures and Materials, 2017, 11 : 687 - 700
  • [37] A systematic investigation of the waterproofing performance and chloride resistance of a self-developed waterborne silane-based hydrophobic agent for mortar and concrete
    Xue, Xiao
    Li, Yanwen
    Yang, Zhuo
    He, Zhongyu
    Dai, Jian-Guo
    Xu, Lijin
    Zhang, Weidong
    CONSTRUCTION AND BUILDING MATERIALS, 2017, 155 : 939 - 946
  • [38] Effect of calcium sulfoaluminate and MgO expansive agent on the mechanical strength and crack resistance of concrete
    Guo, Jinjun
    Zhang, Shiwei
    Qi, Cuige
    Cheng, Lin
    Yang, Lin
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 299
  • [39] Study on the Effect of Water-Binder Ratio on the Carbonation Resistance of Raw Sea Sand Alkali-Activated Slag Concrete and the Distribution of Chloride Ions after Carbonation
    Wu, Yan
    Kang, Sixiang
    Zhang, Feng
    Huang, Haisheng
    Liu, Haojie
    Zhang, Jianbin
    Li, Hongze
    Li, Weihong
    Zheng, Zhou
    Wu, Wenda
    BUILDINGS, 2024, 14 (07)
  • [40] The effect of silicon-based waterproof agent on the wettability of superhydrophobic concrete and enhanced corrosion resistance
    Xiang, Tengfei
    Liu, Jian
    Lv, Zhong
    Wei, Feifei
    Liu, Quanwei
    Zhang, Yanli
    Ren, Huangwei
    Zhou, Shuchang
    Chen, Depeng
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 313