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Wpływ infiltracji próżniowej na właściwości mechaniczne polimerobetonów wzmacnianych lekkimi kruszywami ceramicznymi

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EN
Influence of vacuum infiltration on mechanical properties of polymer concrete filled with lightweight ceramic aggregates
Języki publikacji
PL EN
Abstrakty
PL
W niniejszej pracy opisano wpływ inflitracji próżniowej na właściwości polimerobetonów na bazie lekkich agregatów ceramicznych. W pierwszym etapie badań wytworzono ceramiczne granule o wysokiej porowatości otwartej, około 27%, w oparciu o wykorzystanie przemysłowych materiałów odpadowych. Ceramiczne agregaty, zwane dalej granulatami, o wielkości od 2 do 4 mm wytworzono z wykorzystaniem zanieczyszczonej stłuczki szklanej oraz łupków węglowych. Omówiono efektywność infiltracji granulatu żywicą epoksydową w produkcji polimerobetonu o wysokiej wytrzymałości mechanicznej i stosunkowo małej masie w porównaniu z tradycyjnym betonem. Wytrzymałość na ściskanie polimerobetonu w którym kruszywo infiltrowano próżniowo żywicą wynosi 87 MPa, a polimerobetonu w którym zastosowano infiltrację zanurzeniową wytrzymałość na ściskanie wynosi około 42 MPa. Powstały polimerobeton, ze względu na swoją gęstość, zaliczany jest do betonów lekkich o wysokiej wytrzymałości.
EN
In this paper, the influence of vacuum infiltration of lightweight ceramic aggregates as fillers in polymeric concretes was described. In the first stage of the investigation, a set of ceramic aggregates with a high open porosity of about 27% was produced on the basis of industrial wastes. Ceramic aggregates with a size of 2 to 4 mm, hereinafter referred to as granules, were produced using contaminated glass cullet waste and coal shale. The effectiveness of granule infiltration with epoxy resin in the production of polymer concrete with high mechanical strength and relatively low mass compared to traditional concrete was discussed. The compressive strength of polymer concrete, where the aggregates were infiltrated with resin, is 87 MPa, and the polymer concrete, in which the vacuum infiltration process was not used, reaches a compressive strength of approximately 42 MPa. The resulting concrete, due to its density, is classified as a lightweight high-strength concrete.
Czasopismo
Rocznik
Strony
56--64
Opis fizyczny
Bibliogr. 36 poz., il., tab.
Twórcy
  • Faculty of Materials Science, Silesian University of Technology, Katowice, Poland
  • Faculty of Materials Science, Silesian University of Technology, Katowice, Poland
Bibliografia
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-ed859329-eb98-420d-a575-6cee64daf4e0
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