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Comparison of selected physical properties of tested nanosuspensions - The results of the experimental research of the degree of sedimentation and the depth of penetration in reference materials in laboratory conditions

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dc.title Comparison of selected physical properties of tested nanosuspensions - The results of the experimental research of the degree of sedimentation and the depth of penetration in reference materials in laboratory conditions en
dc.contributor.author Kroftová, Klára
dc.contributor.author Šmidtová, Markéta
dc.contributor.author Kuřitka, Ivo
dc.contributor.author Škoda, David
dc.relation.ispartof Civil Engineering Journal-Stavební obzor
dc.identifier.issn 1210-4027 Scopus Sources, Sherpa/RoMEO, JCR
dc.date.issued 2017
utb.relation.volume 3
dc.type article
dc.language.iso en
dc.publisher Czech Technical Univ Prague, Fac Civil Engineering
dc.identifier.doi 10.14311/CEJ.2017.03.0025
dc.relation.uri http://www.civilengineeringjournal.cz/archive/issues/2017/2017_3/3-2017-0025.pdf
dc.subject Nanolime en
dc.subject nanosuspension en
dc.subject plaster en
dc.subject consolidation en
dc.subject sedimentation en
dc.subject depth of penetration en
dc.description.abstract Between used and already verified technologies for the reinforcement of plasters mainly include nanosuspension containing nanoparticles of calcium hydroxide and nanomaterials based on magnesium hydroxide and barium carbonate [1]. Individual lime nanosuspension, which consists of nanoparticles of calcium hydroxide, are dispersed in an alcoholic environment and they differ from each concentration and type of alcohol. When the material is cured, carbonatation occurs, as well as in the case of fresh plaster, where the calcium hydroxide reacts with atmospheric carbon dioxide to produce calcium carbonate. Due to the deposition of calcium carbonate in the damaged material, occurs re-strengthened ties and its hardening. The undoubted advantage of the consolidation of plaster using nanolime is the low number of impregnation cycles, where after a few applications nanosuspension occurs to the reinforcement of degraded material. en
utb.faculty University Institute
dc.identifier.uri http://hdl.handle.net/10563/1009253
utb.identifier.obdid 43880796
utb.identifier.wok 000418446500008
utb.source J-wok
dc.date.accessioned 2019-11-20T10:30:33Z
dc.date.available 2019-11-20T10:30:33Z
dc.description.sponsorship NAKI II [DG16P02M005]
dc.rights Attribution 3.0 Unported
dc.rights.uri http://creativecommons.org/licenses/by/3.0/
dc.rights.access openAccess
utb.ou Centre of Polymer Systems
utb.contributor.internalauthor Kuřitka, Ivo
utb.contributor.internalauthor Škoda, David
utb.fulltext.sponsorship The results of the research carried out under this contribution have been achieved with the financial support of the NAKI II project DG16P02M005 "Development and research of materials, processes and technologies for the restoration, preservation and consolidation of historical brick structures and surfaces and systems for the preventive protection of historical and listed buildings endangered by anthropogenic and natural hazards (2016 - 2011, MK0 / DG) ".
utb.wos.affiliation [Kroftova, Klara] Czech Tech Univ, Fac Civil Engn, Deparment Architecture, Thakurova 7, Prague, Czech Republic; [Smidtova, Marketa] Czech Tech Univ, Fac Civil Engn, Dept Bldg Struct, Thakurova 7, Prague, Czech Republic; [Kuritka, Ivo; Skoda, David] Polymer Ctr Zlin, Fac Technol, Trida Tomase Bati 5678, Zlin, Czech Republic
utb.fulltext.projects DG16P02M005
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Attribution 3.0 Unported Except where otherwise noted, this item's license is described as Attribution 3.0 Unported