The Influence of Chloride and Nitrite Solution Exposure on Mechanical Properties of Industrially Produced Plaster Mixtures

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Abstract:

Lime and cement-lime industrially produced dry plaster mixtures are widely used building materials. These surface treatments can come into the contact with salt solutions which cause their degradation. On this account, the influence of calcium nitrate and calcium chloride water solution exposure on mechanical properties of several commercially produced mortars is researched in the paper. The prismatic specimens having dimensions of 40/40/160 mm are cured 28 days in humid environment. Then, the studied specimens are stored 112 days in both salt solutions and reference environment of distilled water. At specific time intervals, the compressive and bending strengths are measured and the obtained data are discussed.

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145-150

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July 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] Q. Yuan, C. Shi, G. De Schutter, K Audenaert, D. Deng, Chloride binding of cement-based materials subjected to external chloride environment – A review, Constr. Build. Mater. 23 (2009) 1-13.

DOI: 10.1016/j.conbuildmat.2008.02.004

Google Scholar

[2] Z. Pavlík, M. Jiřičková, R. Černý, H. Sobczuk, Z. Suchorab, Determination of moisture diffusivity using the time domain reflectometry (TDR) method, J. Build. Phys. 30 (2006) 59-70.

DOI: 10.1177/1744259106064356

Google Scholar

[3] Z. Pavlík, M. Pavlíková, M. Keppert, R. Černý, Salt transport and storange parametres of renovation plasters and their possible effects on restored buildings walls, Constr. Build. Mater. 25 (2011) 1205-1212.

DOI: 10.1016/j.conbuildmat.2010.09.034

Google Scholar

[4] M. Pavlíková, Z. Pavlík, L. Fiala, H. Benešová, J. Mihulka, R. Černý, Effect of slag on chloride transport and storage properties of HPC, 6th International Conference on Concrete under Severe Conditions-Environment and Loading (2010) 1497-1504.

DOI: 10.1201/b10552-205

Google Scholar

[5] A. Neville, Chloride attack of reinforced concrete: an overview, Mater. Struct. 28 (1995) 63-70.

Google Scholar

[6] P. Bénard, C. Cau Dit Coumes, S. Garrault, A. Nonat, S. Courtois, Dimensional stability under wet curing of mortars containing high amounts of nitrates and phosphates, Cem. Concr. Res. 38 (2008) 1181-1189.

DOI: 10.1016/j.cemconres.2008.04.001

Google Scholar

[7] K. Daugherty, The interaction of calcium nitrate and class C fly ash during hydration, Cem. Concr. Res. 26 (1996) 1131-1143.

DOI: 10.1016/0008-8846(96)00074-9

Google Scholar

[8] Z. Pavlík, M. Keppert, M. Pavlíková, P. Volfová, R. Černý, Application of MSWI bottom ash as alternative aggregate in cement mortar, WIT Trans. Ecol. Environ. 148 (2012) 335-342.

DOI: 10.2495/rav110311

Google Scholar

[9] M. Keppert, P. Reiterman, Z. Pavlík, M. Pavlíková, M. Jerman, R. Černý, Municipal solid waste incineration ashes and their potential for partial replacement of Portland cement and fine aggregates in concrete, Cem. Wapno Beton 15 (2010) 187-193.

Google Scholar

[10] Z. Pavlík, M. Keppert, M. Pavlíková, A. Trník, R. Černý, High Temperature Testing of Cement Mortar Containing MSWI Bottom Ash, Appl. Mech. Mater. 377 (2013) 55-59.

DOI: 10.4028/www.scientific.net/amm.377.55

Google Scholar