Experimental Verification of Use Secondary Raw Materials as Fillers to Epoxy Polymer Concrete.
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F18%3APU127992" target="_blank" >RIV/00216305:26110/18:PU127992 - isvavai.cz</a>
Výsledek na webu
<a href="https://doi.org/10.1007/978-3-319-78175-4_15" target="_blank" >https://doi.org/10.1007/978-3-319-78175-4_15</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1007/978-3-319-78175-4_15" target="_blank" >10.1007/978-3-319-78175-4_15</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Experimental Verification of Use Secondary Raw Materials as Fillers to Epoxy Polymer Concrete.
Popis výsledku v původním jazyce
Generally, fillers make up more than 70% of the volume in polymer concrete (PC). Silica sand of various fractions with optimal round shaped grains is one of the most widely used fillers in PC. Silica sand is the primary raw material and its replacement by some progressive secondary raw materials could be appropriate if PC shows the same or better physical and mechanical properties. In this paper the possibility of using secondary raw materials such as waste container glass (WCG), waste auto glass (WAG), waste foundry sand (WFS), waste slag (WS), and fly ash contaminated by denitrification process (FAD) are examined to see if they can replace the commonly used round grain pure crystal silica sand (REF) in epoxy PC. Based on the compressive strength and three-point flexural strength test results, the best PC formulations were selected, which were subsequently tested for the pull-off bond strength. Samples with optimum amount of the filler were also monitored for the microstructure using a high resolution optical microscope. It was found that the most suitable fillers of the secondary raw materials tested were waste foundry sand (WFS) and waste container glass (WCG). It was also determined that the optimal amount of these progressive fillers of suitable granulometry is 75% by weight, when the PC showed the best physical and mechanical parameters. It was confirmed that by replacing the currently used primary natural material, silica sand, with the secondary raw materials, it is possible to achieve better properties of PC and at the same time improve the environmental and economic benefits of PC production.
Název v anglickém jazyce
Experimental Verification of Use Secondary Raw Materials as Fillers to Epoxy Polymer Concrete.
Popis výsledku anglicky
Generally, fillers make up more than 70% of the volume in polymer concrete (PC). Silica sand of various fractions with optimal round shaped grains is one of the most widely used fillers in PC. Silica sand is the primary raw material and its replacement by some progressive secondary raw materials could be appropriate if PC shows the same or better physical and mechanical properties. In this paper the possibility of using secondary raw materials such as waste container glass (WCG), waste auto glass (WAG), waste foundry sand (WFS), waste slag (WS), and fly ash contaminated by denitrification process (FAD) are examined to see if they can replace the commonly used round grain pure crystal silica sand (REF) in epoxy PC. Based on the compressive strength and three-point flexural strength test results, the best PC formulations were selected, which were subsequently tested for the pull-off bond strength. Samples with optimum amount of the filler were also monitored for the microstructure using a high resolution optical microscope. It was found that the most suitable fillers of the secondary raw materials tested were waste foundry sand (WFS) and waste container glass (WCG). It was also determined that the optimal amount of these progressive fillers of suitable granulometry is 75% by weight, when the PC showed the best physical and mechanical parameters. It was confirmed that by replacing the currently used primary natural material, silica sand, with the secondary raw materials, it is possible to achieve better properties of PC and at the same time improve the environmental and economic benefits of PC production.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20102 - Construction engineering, Municipal and structural engineering
Návaznosti výsledku
Projekt
<a href="/cs/project/LO1408" target="_blank" >LO1408: AdMaS UP - Pokročilé stavební materiály, konstrukce a technologie</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2018
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
International Congress on Polymers in Concrete (ICPIC 2018) Polymers for Resilient and Sustainable Concrete Infrastructure
ISBN
978-3-319-78174-7
ISSN
—
e-ISSN
—
Počet stran výsledku
7
Strana od-do
135-141
Název nakladatele
Springer International Publishing AG
Místo vydání
Washington, D.C.
Místo konání akce
Washington, D.C., USA
Datum konání akce
29. 4. 2018
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
—