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A New Smart Additive of Reinforced Concrete Based on Modified Hydrotalcites: Preparation, Characterization and Anticorrosion Applications

Published online by Cambridge University Press:  22 November 2012

Zhengxian Yang
Affiliation:
Materials innovation institute (M2i), 2600GA Delft, The Netherlands Section of Materials and Environment, Faculty of Civil Engineering and Geosciences, Delft University of Technology, 2628CN Delft, The Netherlands
Hartmut Fischer
Affiliation:
TNO Materials Performance, 5612AP Eindhoven, The Netherlands
Rob Polder
Affiliation:
Section of Materials and Environment, Faculty of Civil Engineering and Geosciences, Delft University of Technology, 2628CN Delft, The Netherlands TNO Building Materials, 2600AA Delft, The Netherlands
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Abstract

A carbonate form of Mg-Al-hydrotalcite and its p-aminobenzoate (pAB) modified derivative (i.e.,Mg(2)Al-pAB) were synthesized and characterized by means of XRD and FT-IR. The anticorrosion behavior was evaluated based on open circuit potential (OCP) of carbon steel in simulated concrete pore solution and chloride-exchange experiments. The preliminary results shown in this study demonstrated that ion-exchange indeed occurred between chlorides and the intercalated pAB anions in Mg(2)Al-pAB structure, thereby reducing the free chloride concentration in simulated concrete pore solution. The simultaneously released inhibitive pAB anions were found to exhibit the envisaged inhibiting effect and caused corrosion initiation of the steel shifting to a higher chloride concentration than without the modified hydrotalcites.

Type
Articles
Copyright
Copyright © Materials Research Society 2012 

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References

REFERENCES

Bertolini, L., Elsener, B., Pedeferri, P., and Polder, R.B., Corrosion of Steel in Concrete: Prevention, Diagnosis, Repair. Wiley-VCH, Weinheim, 2004.Google Scholar
Raki, L., Beaudoin, J.J. and Mitchell, L., Cem. Conc. Res. 34 (9), 17171724(2004).CrossRefGoogle Scholar
Yang, Z., Fischer, H. and Polder, R., In Advances in Modeling Concrete Service Life, Edited by Andrade, C. and Gulikers, J. (Springer Publishers, Netherlands, 2012), p.95.CrossRefGoogle Scholar
Meyn, M., Beneke, K., and Lagaly, G., Inorg. Chem. 29(26), 52015207(1990).CrossRefGoogle Scholar
Van der Ven, L., Van Gemert, M.L.M., Batenburg, L.F., Keern, J.J., Gielgens, L.H., Koster, T.P.M. and Fischer, H.R., Appl. Clay. Sci. 17(1), 2534(2004).CrossRefGoogle Scholar
Dhir, R.K., El-Mohr, M. A. K., and Dyer, T.D., Cem. Conc. Res. 26(12), 17671773(1996).CrossRefGoogle Scholar
Kayali, O., Khan, M.S.H., Sharfuddin Ahmed, M., Cem Concr Compos. 34(8), 936945(2012).CrossRefGoogle Scholar
Poznyak, S.K., Tedim, J., Rodrigues, L.M., Salak, A.N., Zheludkevich, M.L., Dick, L.F. P., and Ferreira, M.G.S., ACS appl. Mater. Inter. 1(10), 23532362(2009).CrossRefGoogle Scholar
Nakayama, H., Wada, N. and Tsuhako, M., Int J Pharmaceut. 269(2), 469478(2003).CrossRefGoogle Scholar
Reichle, W.T., J. Catal. 94(2), 547557(1985).CrossRefGoogle Scholar
Cavani, F., Trifirò, F. and Vaccari, A.. Catal Today 11,173301(1991).CrossRefGoogle Scholar
Wang, G-A., Wang, C-C. and Chen, C-Y., J Inorg. Organomet. P. 15(2), 239251(2005).CrossRefGoogle Scholar
Hsueh, H-B. And Chen, C-Y., Polymer. 44(4), 11511161(2003).CrossRefGoogle Scholar
Baweja, D., Roper, H. and Sirivivatnanon, V., Cem. Conc. Res. 23(6), 14181430(1993).CrossRefGoogle Scholar
Cheng, T-P., Lee, J-T. and Tsai, W-T., Cem. Conc. Res. 20(2), 243252(1990).CrossRefGoogle Scholar
Constantino, V.R.L. and Pinnavaia, T.J., Inorg. Chem. 34(4), 883892(1995).CrossRefGoogle Scholar