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Analiza wybranych właściwości kompozytów cementowych zawierających odpady styropianowe
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Abstrakty
The aim of this study was to evaluate the influence of the type of polystyrene regranulate and the composition of the cement mixture on the mechanical properties of lightweight cementitious composites. Three types of regranulates were considered: a mixture of EPS/XPS (material A) and two variants of XPS (materials B and C), applied in three formulations (I–III), differing in their binder and waste sand content. Due to the limited number of global studies addressing the use of XPS regranulates in concrete mixtures, particular attention was given to their behavior within the cementitious matrix. The tests were conducted on cubic samples with a side length of 150 mm and cylindrical specimens with a diameter of 150 mm and a height of 300 mm, in accordance with PN-EN 12390-3. The best mechanical performance was achieved by composites containing XPS and sand. Mixtures incorporating material A exhibited lower strength and higher deformability. The results highlight the significant potential of XPS regranulate as a component of lightweight cementitious composites.
Celem pracy prezentowanej w artykule była ocena wpływu rodzaju regranulatu polistyrenowego oraz składu mieszanki cementowej na właściwości mechaniczne lekkich kompozytów cementowych. Uwzględniono trzy typy regranulatów: mieszaninę EPS/XPS (materiał A) oraz dwa warianty XPS (materiały B i C), stosowane w trzech recepturach (I–III), różniących się zawartością spoiwa i piasku odpadowego. Ze względu na ograniczoną liczbę badań w literaturze światowej dotyczących zastosowania regranulatów XPS w mieszankach betonowych, szczególną uwagę poświęcono jego zachowaniu w kompozycie cementowym. Badania przeprowadzono na próbkach sześciennych o długości boku 150 mm oraz walcach o średnicy 150 mm i wysokości 300 mm, zgodnie z PN-EN 12390-3. Najlepsze parametry wytrzymałościowe osiągnęły kompozyty z XPS i dodatkiem piasku. Mieszanki z materiałem A wykazały niższą wytrzymałość i większą odkształcalność. Wyniki wskazują na istotny potencjał regranulatu XPS jako składnika lekkich kompozytów cementowych.
Wydawca
Czasopismo
Rocznik
Tom
Strony
46--55
Opis fizyczny
Bibliogr. 41 poz., il., tab.
Twórcy
autor
- Koszalin University of Technology
autor
- Koszalin University of Technology
autor
- Koszalin University of Technology
Bibliografia
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- [22] Maghfouri M. et al. Drying shrinkage properties of expanded polystyrene (EPS) lightweight aggregate concrete: A review. Case Studies in Construction Materials. 2022. DOI: 10.1016/j.cscm.2022.e00919.
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- [25] Khatib J.M., Herki B.A., Elkordi A. Characteristics of concrete containing EPS, in Use of Recycled Plastics in Eco-efficient Concrete, Elsevier. 2018. DOI: 10.1016/B978-0-08-102676-2.00007-4.
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- [30] Kan A., Demirboĝa R. A new technique of processing for waste-expanded polystyrene foams as aggregates. J Mater Process Technol. 2009. DOI: 10.1016/j.jmatprotec.2008.07.017.
- [31] Bedeković G., Grčić I., Anić Vučinić A., Premur V. Recovery of waste expanded polystyrene in lightweight concrete production. Rudarsko Geolosko Naftni Zbornik. 2019. DOI: 10.17794/rgn.2019.3.8.
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- [33] Chen B., Liu J. Properties of lightweight expanded polystyrene concrete reinforced with steel fiber. Cem Concr Res. 2004. DOI: 10.1016/j.cemconres.2003.12.014.
- [34] Li C., Miao L., You Q., Hu S., Fang H. Effects of viscosity modifying admixture (VMA) on workability and compressive strength of structural EPS concrete. Constr Build Mater. 2018. DOI: 10.1016/j.conbuildmat.2018.04.176.
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- [36] He D., Zheng W., Chen Z., Qi Y., Zhang D., Li H. Influence of Paste Strength on the Strength of Expanded Polystyrene (EPS) Concrete with Different Densities. Polymers (Basel). 2022. DOI: 10.3390/polym14132529.
- [37] González-Betancur D., Hoyos-Montilla A.A., Tobón J.I. Sustainable Hybrid Lightweight Aggregate Concrete Using Recycled Expanded Polystyrene. Materials. 2024. DOI: 10.3390/ma17102368.
- [38] Mohammed Umar U., Muthusamy K. Potential of Waste Material as Coarse Aggregates for Lightweight Concrete Production: A Sustainable Approach. Construction. 2023. DOI: 10.15282/construction.v3i1.9217.
- [39] Habibilah B., Widodo S. Experimental test on styrofoam waste addition as a partial substitute for fine aggregate to specific gravity, compressive strength, and modulus of concrete elasticity. Journal of Engineering and Applied Technology. 2022. DOI: 10.21831/jeatech.v3i1.42550.
- [40] Rathika S., Brindha Devi V., Premkumar R., Ranjith P., Dhilip Kumar R. Experimental investigation on lightweight concrete by adding polystyrene beads.Mater Today Proc. 2023. DOI: 10.1016/j.matpr.2023.05.444.
- [41] Miled K., Sab K., Le Roy R. Particle size effect on EPS lightweight concrete compressive strength: Experimental investigation and modelling. Mechanics of Materials. 2007. DOI: 10.1016/j.mechmat.2006.05.008.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-72346084-96ce-49bf-9419-90b513c50bbc
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