Kruszywo grube z recyklingu w betonie, poddane różnej obróbce powierzchniowej

Raman, J. Vengadesh Marshall; Ramasamy, V.

doi:10.32047/CWB.2023.28.3.2

Artykuł - szczegóły

Tytuł artykułu

Kruszywo grube z recyklingu w betonie, poddane różnej obróbce powierzchniowej

Autorzy

Raman J. Vengadesh Marshall , Ramasamy V.

Wybrane pełne teksty z tego czasopisma

http://www.cementwapnobeton.pl/

Identyfikatory

DOI

10.32047/CWB.2023.28.3.2

Warianty tytułu

Dissimilar surface treated recycled coarse aggregate in concrete

Języki publikacji

PL EN

Abstrakty

Ważne znaczenie dla wytrzymałości i trwałości betonu ma strefa powierzchniowa kruszywa, z recyklingu. Przeprowadzone badania obejmują różne próbki betonu, zawierające naturalne kruszywo grube [NKG], nieprzetworzone kruszywo grube z recyklingu [KGR], kruszywo grube poddane szorowaniu mechanicznemu [KGSM], kruszywo grube poddane działaniu kwasu siarkowego [KGHS] oraz kruszywo poddane działaniu kwasu solnego [KGHCl]. Jest on zamiennikiem naturalnego piasku rzecznego, natomiast w pięciu seriach betonu zastosowano piasek produkowany fabrycznie, w proporcji wymiany 100%. Właściwości mechaniczne: odpowiednio wytrzymałość na ściskanie, rozciąganie przy rozłupywaniu i zginanie, określono po 28 i 56 dniach. Natomiast wytrzymałość, nasiąkliwość, wysychanie, działanie kwasu siarkowego [KGHS], siarczanu sodu i sorpcyjność, określono po 28, 56 i 90 dniach. Wyniki porównano z betonem kontrolnym. Zgodnie z uzyskanymi wynikami, stwierdzono, że KGR nieznacznie zmniejszyło właściwości użytkowe betonu. Natomiast przetworzone kruszywo KGHS, wykazuje znaczną poprawę właściwości użytkowych, w porównaniu z KGR. Zwłaszcza KGHS, znacznie poprawia jakość betonu, w porównaniu z innymi metodami. Ponadto, wyniki badań, przy użyciu skaningowego mikroskopu elektronowego, również wykazują lepszą mikrostrukturę, przetworzonego kruszywa z recyklingu, w betonie. Na zdjęciach, przekroju poprzecznego kostki, widać lepszą warstwę kontaktową z ziarnami kruszywa WZK, we wszystkich rodzajach betonów z kruszywem poddanych obróbce, w odróżnieniu nieprzetworzonych betonów, z kruszywem z recyklingu.

The surface zone of the recycled aggregate plays a significant role in the strength and durability of concrete. In this research, various concrete series incorporating natural coarse aggregate [NCA], untreated recycled coarse aggregate RCA(UN), mechanical scrubbing treated coarse aggregate RCA(MS), sulfuric acid treated coarse aggregate RCA(H2SO4) and hydrochloric acid treated aggregate RCA(HCl) were investigated. Manufactured sand was used as an alternative to natural river sand in five series of concrete with 100% replacement ratio. The mechanical properties: compressive, split tensile, and flexural strength, respectively, were determined at the age of 28 and 56 days. Durability properties: water absorption, drying, sulfuric acid, sodium sulphate and sorptivity test were determined at the age of 28, 56 and 90 days and the results were compared to reference concrete. According to the results, RCA(UN) was found to marginally decreased the concrete performance, and the above mentioned treated aggregate shows a significant improvement in overall performance compared to RCA(UN), especially RCA(MS), which enhances the concrete more significantly than other methods. Moreover, the scanning electron microscope results also emphasize the enhanced microstructure of treated recycled aggregate in concrete. The photographic view of the cross sections of the samples shows a superior interfacial transition zone in all kinds of treated aggregate concrete than in untreated recycled aggregate concrete.

Słowa kluczowe

piasek produkowany przemysłowo właściwości mechaniczne wytrzymałość sorpcyjność kruszywo recyklingowe

manufactured sand mechanical properties durability properties sorptivity recycled aggregate

Wydawca

Fundacja Cement, Wapno, Beton

Czasopismo

Cement Wapno Beton

Rocznik

2023

Tom

R. 28, nr 3

Strony

146--168

Opis fizyczny

Bibliogr. 62 poz., il., tab.

Twórcy

autor

Raman J. Vengadesh Marshall

venky.kvr7@gmail.com

Department of Civil Engineering, Mailam Engineering College, Mailam, India

https://orcid.org/0000-0003-0294-4809

autor

Ramasamy V.

Department of Civil Engineering, Adhiparasakthi Engineering College, Melmaruvathur, India

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Bibliografia

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