Chloride binding in sound and carbonated cementitious materials with various types of binder

作者: Mickael Saillio , Véronique Baroghel-Bouny , Fabien Barberon

DOI: 10.1016/J.CONBUILDMAT.2014.05.049

关键词:

摘要: Abstract Carbonation and chloride ingress are the main causes of reinforced concrete structures degradation. Usually, these two phenomena studied individually. Here, has been investigated on sound carbonated cementitious materials (cement pastes concrete). The supplementary (SCM) fly ash, slag metakaolin. were by exposure to accelerated conditions (1.5% CO 2 65% RH) in laboratory. Chloride binding isotherms samples assessed equilibrium method (exposure various alkaline NaCl solutions). microstructure was characterized not only usual techniques such as XRD TGA–DTA, but also 29 Si 27 Al NMR spectroscopy. results show that bind less chlorides than ones. use a combination microstructural characterization reduces number possible explanations findings. In materials, both quantity Friedel’s salts bound C–S–H decrease. first decrease can be explained lack portlandite modification aluminate phases equilibrium. second seems due (change surface charge) during carbonation process. Moreover, differences according nature amount observed.

参考文章(30)
Qiang Yuan, Caijun Shi, Geert De Schutter, Katrien Audenaert, Dehua Deng, Chloride binding of cement-based materials subjected to external chloride environment – A review Construction and Building Materials. ,vol. 23, pp. 1- 13 ,(2009) , 10.1016/J.CONBUILDMAT.2008.02.004
J.J. Beaudoin, V.S. Ramachandran, R.F. Feldman, Interaction of chloride and CSH Cement and Concrete Research. ,vol. 20, pp. 875- 883 ,(1990) , 10.1016/0008-8846(90)90049-4
Marta Castellote, Lorenzo Fernandez, Carmen Andrade, Cruz Alonso, Chemical changes and phase analysis of OPC pastes carbonated at different CO2 concentrations Materials and Structures. ,vol. 42, pp. 515- 525 ,(2009) , 10.1617/S11527-008-9399-1
Paul Brown, James Bothe, The system CaO-Al2O3-CaCl2-H2O at 23±2 °C and the mechanisms of chloride binding in concrete Cement and Concrete Research. ,vol. 34, pp. 1549- 1553 ,(2004) , 10.1016/J.CEMCONRES.2004.03.011
Rasheeduzzafar, S. Ehtesham Hussain, S.S. Al-Saadoun, Effect of cement composition on chloride binding and corrosion of reinforcing steel in concrete Cement and Concrete Research. ,vol. 21, pp. 777- 794 ,(1991) , 10.1016/0008-8846(91)90173-F
André Nonat, THE STRUCTURE AND STOICHIOMETRY OF C-S-H Cement and Concrete Research. ,vol. 34, pp. 1521- 1528 ,(2004) , 10.1016/J.CEMCONRES.2004.04.035
A. Bouikni, R.N. Swamy, A. Bali, Durability properties of concrete containing 50% and 65% slag Construction and Building Materials. ,vol. 23, pp. 2836- 2845 ,(2009) , 10.1016/J.CONBUILDMAT.2009.02.040
V.T. Ngala, C.L. Page, EFFECTS OF CARBONATION ON PORE STRUCTURE AND DIFFUSIONAL PROPERTIES OF HYDRATED CEMENT PASTES Cement and Concrete Research. ,vol. 27, pp. 995- 1007 ,(1997) , 10.1016/S0008-8846(97)00102-6
Anik Delagrave, Jacques Marchand, Jean-Pierre Ollivier, Simone Julien, Kati Hazrati, Chloride binding capacity of various hydrated cement paste systems Advanced Cement Based Materials. ,vol. 6, pp. 28- 35 ,(1997) , 10.1016/S1065-7355(97)90003-1
C. Arya, N.R. Buenfeld, J.B. Newman, Factors influencing chloride-binding in concrete Cement and Concrete Research. ,vol. 20, pp. 291- 300 ,(1990) , 10.1016/0008-8846(90)90083-A