The Effect of Surface Hydrophobation Silane Treatment on Chloride Ion Penetration Resistance for Concrete Structures in Marine Environments

Article Preview

Abstract:

Effect of concrete surface hydropobation treatment against chloride penetration have been studied by in-site exposure test. The results show that the silane impregnated layer can prevent the chlorides penetration into the concrete substrate effectively, reduce the apparent chloride ion diffusion coefficient and surface chloride concentration, and improve the service life of concrete structure; and the depth of concrete convection zone can reduce due to silane impregnated layer for concrete in the marine environment of wetting and drying area.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

524-530

Citation:

Online since:

November 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] L. Schueremans, D.V. Gemert and S. Giessler. Construction and Building Materials, Vol. 21(2007), p.1238.

Google Scholar

[2] J.C. Dai, J.Z. Li and S.P. Shi. Concrete.Vol. 26(2010) No. 5, p.70. (In Chinese)

Google Scholar

[3] H.L. Xie.Port &Waterway Engineering. 35(2008) No 6, p.90. (In Chinese)

Google Scholar

[4] H.F. Su, R.J. Wang and J.Z. Huang. China Harbour Engineering, Vol. 25(2007) No. 3, p.30. (In Chinese)

Google Scholar

[5] P. Wu, D.H. Geich. Concrete, Vol. 14(2003) No , p.62. (In Chinese)

Google Scholar

[6] J.B. Xiong, S.N. Wang and P. Wu. Concrete, Vol. 15(2004) No. p.63. (In Chinese)

Google Scholar

[7] P. Zhang, T.J. Zhao and J.G. Dai. China Civil Engineering Journal, Vol. 44(2011) No. 3, p.72. (In Chinese)

Google Scholar

[8] Z.W. Jiang, Z.P. Sun and P.M. Wang. China Harbour Engineering, Vol. 67(2005) No. 1, p.26. (In Chinese)

Google Scholar

[9] S.C. Zhao and H Yu. Concrete, Vol. 20(2008) No. 11, p.80. (In Chinese)

Google Scholar

[10] Arskog V, Borgund K and Gjφrv OE. Key Engineering Materials, Vol. 466(2011), p.183.

Google Scholar

[11] J.Z. Zhang and N.R. Buenfeld. Construction and Building Materials, Vol. 14(2000), p.359. (In Chinese)

Google Scholar

[12] S.V. Nanukuttan, L.Basheer and W.J. McCarter. ACI Materials Journal, Vol. 105(2008), p.81.

Google Scholar

[13] Liu,G: Control of chloride penetration into concrete structures at early age (Ph.D., Norwegian University of Science and Technology-NTNU, Norway, 2006), p.44.

Google Scholar

[14] P. Zhang, J.G. Dai and T.J. Zhao. Journal of Building Materials, Vol. 12(2009) No.2, p.214. (In Chinese)

Google Scholar

[15] J.B. Xiong, J. Pan and S.N. Wang. Port &Waterway Engineering, Vol. 37(2010) No.4, p.11. (In Chinese)

Google Scholar

[16] Karlsson F. The Journal Betong, Vol. 63(1997), p.10.

Google Scholar

[17] Bofeldt M: Effect of RH,w/c-ratio and absorption time on penetration depth for impregnated concrete (Ph.D., Royal Institute of technology, Sweden, 2001), p.56.

Google Scholar

[18] Johansson A 2006 Impregnation of concrete structures-transportation and fixation of moisture in water repellent treated concrete (Stockholm: Royal Institute of technology) p.34.

Google Scholar

[19] DuraCrete: The European Union Brite EuRam III, Project No, BE95 1347. General guidelines for durability design and redesign[R]. 2000.

Google Scholar

[20] L.A. Stephen. ACI Materials Journal, Vol. 95(1998), p.331.

Google Scholar

[21] N.R. Buenfeld, J.Z. Zhang. Cement and Concrete Research. Vol. 28(1998), p.665.

Google Scholar

[22] R.P. Li, X.Y. Lu. China Harbour Engineering, Vol. 29(2010), p.28. (In Chinese)

Google Scholar