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

Authors

  • Klára Kroftová CTU in Prague, Faculty of Civil Engineering, Deparment of Architecture, Prague, Thákurova 7, Czech Republic
  • Markéta Šmidtová CTU in Prague, Faculty of Civil Engineering, Deparment of Building Structures, Prague, Thákurova 7, Czech Republic
  • Ivo Kuřitka Centre of Polymer System,Tomas Bata University in Zlin, třída Tomáše Bati 5678, Czech Republic
  • David Škoda Centre of Polymer System,Tomas Bata University in Zlin, třída Tomáše Bati 5678, Czech Republic

DOI:

https://doi.org/10.14311/CEJ.2017.03.0025

Keywords:

Nanolime, nanosuspension, plaster, consolidation, sedimentation, depth of penetration

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.

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Published

2017-10-31

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Section

Articles

How to Cite

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. (2017). Stavební Obzor - Civil Engineering Journal, 26(3). https://doi.org/10.14311/CEJ.2017.03.0025