The Effect of Modifications on Humidity Parameters of Cement Mortar

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Current wall constructions utilize cement mortars, the properties of which have been modified with introducing lime or plasticizers. The complex structure of these mortars as well as their very large inner area results in large differences in capillary moisture transport. Macroscopic studies do not allow to accurately predict the mortar behaviour in contact with water. Capillary rise as well as drying and freezing of water are dependent on the size and the layout of pores. The biggest adsorption capacity is featured by micropores. Moisture transport takes place in mesoporous material, and moisture adsorption takes place on the surface of such materials. Macropores mainly act as a transport medium and carry moisture to mesoporous material and micropores. In terms of mesoporous material and macropores mercury porosimetry is more suitable. Mortar structure plays an important role in the moisture transport. Mortar additives, that have been introduced in the form of lime and plasticizers, modify the distribution and size of pores. Porosimetric study results concerning selected mortars have been presented in this article. The structure changes resulting from the introduction additives to mortars have been analyzed and the impact on humidity of such mortars has been defined.

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178-182

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August 2016

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© 2016 Trans Tech Publications Ltd. All Rights Reserved

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[1] W. Brachaczek, Comparative analysis of organosilicon polymers of varied chemical composition in respect of their application in silicone-coating manufacture, Progress in Organic Coatings, Volume 77, Issue 3, March 2014, Pages 609-615.

DOI: 10.1016/j.porgcoat.2013.11.026

Google Scholar

[2] Moropoulou A. at all Investigation of the technology of historic mortars Journal of Cultural Heritage Vol. 1, Issue 1, January 2000, p.45–58.

Google Scholar

[3] UPAC Reporting Physisorption Data, Pure Appl. Chem., 57 (1985) 603J.

Google Scholar

[4] Washburn, E.W., 1921. Note on a method of determining the distribution of pore size in a porous material. Proc. Natl. Acad. Sci. USA. 7(4): 115–116.

DOI: 10.1073/pnas.7.4.115

Google Scholar

[5] Wesołowska M., Pawełkowski K., Kempiński M., Kaczmarek M. : Compatibility of masonry components from gas permeability tests. 8th International Masonry Society, Masonry 11, Proc. 8th International Masonry Conference; Dresden 2010, 465-474.

DOI: 10.1201/b21889-71

Google Scholar