Highlights on the properties of the soda-lime-silicate glass residue that enable its use as filler in ultra-high performance concrete
Autor(a) principal: | |
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Data de Publicação: | 2021 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Research, Society and Development |
Texto Completo: | https://rsdjournal.org/index.php/rsd/article/view/13801 |
Resumo: | The exponential advancement of cutting-edge technologies in the scope of civil construction, seeks to give cement-based materials the eco-efficient potential linked to mechanical performance that enables different applications. This work aims to evaluate the glass residue regarding the pozzolanic potential through ABNT NBR 5752:2014, as well as to verify whether through the characterization tests of x-ray fluorescence, x-ray diffraction and laser diffraction granulometry, if it is viable of application as supplementary cementitious material (filler), in ultra-high performance concrete. The glass residue submitted to the tests proposed in this study, was crushed in a jaw crusher, milled in a bench ball mill at 47 rpm, and was sieved in a 75 µm opening mesh (ABNT nº 200 mesh). For the test of pozzolanic activity, CP II F-40 class cement, normal sand, water from the public supply network, and superplasticizer additive were used for the mix with 25% of the residue replacing cement, while for the other characterization techniques, the glass residue was applied in its processed form (after sieving), dry or wet. The evaluated glass residue did not reach the minimum rate of 75% established by ABNT NBR 5752:2014, achieving only 45.72%, being classified as non-pozzolanic, which indicates its inert behavior in the presence of calcium hydroxide. The characterization tests confirmed, based on the specialized literature on ultra-high performance concrete, its viability as a filler when adopted as an alternative raw material for presenting chemical and mineralogical composition, in addition to granulometric distribution, very close to those used in studies that demonstrated satisfactory results when using the glass residue as an input. |
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Highlights on the properties of the soda-lime-silicate glass residue that enable its use as filler in ultra-high performance concreteDestaca las propiedades del residuo de vidrio de sílice-soda-cal que permiten su uso como relleno en hormigones de ultra alto rendimientoDestaques sobre as propriedades do resíduo de vidro de sílica-soda-cal que viabilizam seu uso como fíler em concreto de ultra alto desempenhoResíduo de VidroMaterial Cimentício SuplementarSistemas CUAD.Residuos de VidrioMaterial de Cemento SuplementarioSistemas HUAR.Glass ResidueSupplementary Cement MaterialUHPC systems.The exponential advancement of cutting-edge technologies in the scope of civil construction, seeks to give cement-based materials the eco-efficient potential linked to mechanical performance that enables different applications. This work aims to evaluate the glass residue regarding the pozzolanic potential through ABNT NBR 5752:2014, as well as to verify whether through the characterization tests of x-ray fluorescence, x-ray diffraction and laser diffraction granulometry, if it is viable of application as supplementary cementitious material (filler), in ultra-high performance concrete. The glass residue submitted to the tests proposed in this study, was crushed in a jaw crusher, milled in a bench ball mill at 47 rpm, and was sieved in a 75 µm opening mesh (ABNT nº 200 mesh). For the test of pozzolanic activity, CP II F-40 class cement, normal sand, water from the public supply network, and superplasticizer additive were used for the mix with 25% of the residue replacing cement, while for the other characterization techniques, the glass residue was applied in its processed form (after sieving), dry or wet. The evaluated glass residue did not reach the minimum rate of 75% established by ABNT NBR 5752:2014, achieving only 45.72%, being classified as non-pozzolanic, which indicates its inert behavior in the presence of calcium hydroxide. The characterization tests confirmed, based on the specialized literature on ultra-high performance concrete, its viability as a filler when adopted as an alternative raw material for presenting chemical and mineralogical composition, in addition to granulometric distribution, very close to those used in studies that demonstrated satisfactory results when using the glass residue as an input.El avance exponencial de las tecnologías de punta en el ámbito de la construcción civil, busca dotar a los materiales cementosos del potencial ecoeficiente ligado al desempeño mecánico que permite diferentes aplicaciones. Este trabajo tiene como objetivo evaluar el residuo de vidrio en cuanto al potencial puzolánico mediante ABNT NBR 5752:2014, así como verificar si a través de las pruebas de caracterización de fluorescencia de rayos X, difracción de rayos X y granulometría de difracción láser, si es viable de aplicación como material cementoso suplementario (masilla), en hormigón de ultra altas prestaciones. El residuo de vidrio sometido a las pruebas propuestas en este estudio, se trituró en trituradora de mandíbulas, se trituró en un molino de bolas de banco a 47 rpm y se tamizó en una malla de apertura de 75 µm (tamiz ABNT nº 200). Para la prueba de actividad puzolánica se utilizó cemento clase CP II F-40, arena normal, agua de la red de abastecimiento público y aditivo superplastificante para la mezcla con 25% del residuo en sustitución del cemento, mientras que, para las demás técnicas de caracterización, el residuo de vidrio se aplicó en su forma procesada (después del tamizado), seco o húmedo. El residuo de vidrio evaluado no alcanzó la tasa mínima del 75% establecida por ABNT NBR 5752:2014, logrando solo el 45,72%, siendo clasificado como no puzolánico, lo que indica su comportamiento inerte en presencia de hidróxido de calcio. Los ensayos de caracterización confirmaron, con base en la literatura especializada sobre hormigones de ultra alto rendimiento, su viabilidad como relleno al ser adoptado como materia prima alternativa para presentar composición química y mineralógica, además de distribución granulométrica, muy cercana a las empleadas en estudios que demostraron Resultados satisfactorios al utilizar el residuo de vidrio como insumo.O avanço exponencial das tecnologias de ponta no âmbito da construção civil, busca conferir aos materiais de base cimentícia o potencial ecoeficiente atrelado ao desempenho mecânico que possibilite aplicações diversas. Este trabalho objetiva avaliar o resíduo de vidro quanto ao potencial pozolânico através da ABNT NBR 5752:2014, bem como verificar se através dos ensaios de caracterização de fluorescência de raios x, difração de raios x e granulometria por difração a laser, se o mesmo possui viabilidade de aplicação como material cimentício suplementar (fíler), em concreto de ultra alto desempenho. O resíduo de vidro submetido aos ensaios propostos neste estudo, passou por trituração em britador de mandíbulas, moagem em moinho de bolas de bancada à 47rpm, e foi peneirado em malha de abertura de 75 µm (peneira ABNT n° 200). Para o teste de atividade pozolânica, utilizou-se cimento de classe CP II F-40, areia normal, água proveniente da rede de abastecimento público, e aditivo superplastificante para o traço com 25% do resíduo em substituição ao cimento, enquanto que para as demais técnicas de caracterização, o resíduo de vidro foi aplicado na sua forma beneficiada (após peneiramento), por via seca ou úmida. O resíduo de vidro avaliado não alcançou o índice mínimo de 75% estabelecido pela ABNT NBR 5752:2014, conseguindo apenas 45,72%, sendo classificado como não pozolânico, o que indica seu comportamento inerte na presenta do hidróxido de cálcio. Os ensaios de caracterização confirmaram, com base na literatura especializada sobre concreto de ultra alto desempenho, sua viabilidade como fíler ao ser adotado como matéria-prima alternativa por apresentar composição química e mineralógica, além de distribuição granulométrica, bastante próximas dos utilizados em estudos que demonstraram resultados satisfatórios ao utilizarem o resíduo de vidro como insumo.Research, Society and Development2021-03-27info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://rsdjournal.org/index.php/rsd/article/view/1380110.33448/rsd-v10i3.13801Research, Society and Development; Vol. 10 No. 3; e59310313801Research, Society and Development; Vol. 10 Núm. 3; e59310313801Research, Society and Development; v. 10 n. 3; e593103138012525-3409reponame:Research, Society and Developmentinstname:Universidade Federal de Itajubá (UNIFEI)instacron:UNIFEIenghttps://rsdjournal.org/index.php/rsd/article/view/13801/14018Copyright (c) 2021 João Victor da Cunha Oliveira; Frankslale Fabian Diniz de Andrade Meira; Kennedy Flávio Meira de Lucenahttps://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessOliveira, João Victor da CunhaMeira, Frankslale Fabian Diniz de AndradeLucena, Kennedy Flávio Meira de2021-03-28T12:03:35Zoai:ojs.pkp.sfu.ca:article/13801Revistahttps://rsdjournal.org/index.php/rsd/indexPUBhttps://rsdjournal.org/index.php/rsd/oairsd.articles@gmail.com2525-34092525-3409opendoar:2024-01-17T09:35:03.775043Research, Society and Development - Universidade Federal de Itajubá (UNIFEI)false |
dc.title.none.fl_str_mv |
Highlights on the properties of the soda-lime-silicate glass residue that enable its use as filler in ultra-high performance concrete Destaca las propiedades del residuo de vidrio de sílice-soda-cal que permiten su uso como relleno en hormigones de ultra alto rendimiento Destaques sobre as propriedades do resíduo de vidro de sílica-soda-cal que viabilizam seu uso como fíler em concreto de ultra alto desempenho |
title |
Highlights on the properties of the soda-lime-silicate glass residue that enable its use as filler in ultra-high performance concrete |
spellingShingle |
Highlights on the properties of the soda-lime-silicate glass residue that enable its use as filler in ultra-high performance concrete Oliveira, João Victor da Cunha Resíduo de Vidro Material Cimentício Suplementar Sistemas CUAD. Residuos de Vidrio Material de Cemento Suplementario Sistemas HUAR. Glass Residue Supplementary Cement Material UHPC systems. |
title_short |
Highlights on the properties of the soda-lime-silicate glass residue that enable its use as filler in ultra-high performance concrete |
title_full |
Highlights on the properties of the soda-lime-silicate glass residue that enable its use as filler in ultra-high performance concrete |
title_fullStr |
Highlights on the properties of the soda-lime-silicate glass residue that enable its use as filler in ultra-high performance concrete |
title_full_unstemmed |
Highlights on the properties of the soda-lime-silicate glass residue that enable its use as filler in ultra-high performance concrete |
title_sort |
Highlights on the properties of the soda-lime-silicate glass residue that enable its use as filler in ultra-high performance concrete |
author |
Oliveira, João Victor da Cunha |
author_facet |
Oliveira, João Victor da Cunha Meira, Frankslale Fabian Diniz de Andrade Lucena, Kennedy Flávio Meira de |
author_role |
author |
author2 |
Meira, Frankslale Fabian Diniz de Andrade Lucena, Kennedy Flávio Meira de |
author2_role |
author author |
dc.contributor.author.fl_str_mv |
Oliveira, João Victor da Cunha Meira, Frankslale Fabian Diniz de Andrade Lucena, Kennedy Flávio Meira de |
dc.subject.por.fl_str_mv |
Resíduo de Vidro Material Cimentício Suplementar Sistemas CUAD. Residuos de Vidrio Material de Cemento Suplementario Sistemas HUAR. Glass Residue Supplementary Cement Material UHPC systems. |
topic |
Resíduo de Vidro Material Cimentício Suplementar Sistemas CUAD. Residuos de Vidrio Material de Cemento Suplementario Sistemas HUAR. Glass Residue Supplementary Cement Material UHPC systems. |
description |
The exponential advancement of cutting-edge technologies in the scope of civil construction, seeks to give cement-based materials the eco-efficient potential linked to mechanical performance that enables different applications. This work aims to evaluate the glass residue regarding the pozzolanic potential through ABNT NBR 5752:2014, as well as to verify whether through the characterization tests of x-ray fluorescence, x-ray diffraction and laser diffraction granulometry, if it is viable of application as supplementary cementitious material (filler), in ultra-high performance concrete. The glass residue submitted to the tests proposed in this study, was crushed in a jaw crusher, milled in a bench ball mill at 47 rpm, and was sieved in a 75 µm opening mesh (ABNT nº 200 mesh). For the test of pozzolanic activity, CP II F-40 class cement, normal sand, water from the public supply network, and superplasticizer additive were used for the mix with 25% of the residue replacing cement, while for the other characterization techniques, the glass residue was applied in its processed form (after sieving), dry or wet. The evaluated glass residue did not reach the minimum rate of 75% established by ABNT NBR 5752:2014, achieving only 45.72%, being classified as non-pozzolanic, which indicates its inert behavior in the presence of calcium hydroxide. The characterization tests confirmed, based on the specialized literature on ultra-high performance concrete, its viability as a filler when adopted as an alternative raw material for presenting chemical and mineralogical composition, in addition to granulometric distribution, very close to those used in studies that demonstrated satisfactory results when using the glass residue as an input. |
publishDate |
2021 |
dc.date.none.fl_str_mv |
2021-03-27 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://rsdjournal.org/index.php/rsd/article/view/13801 10.33448/rsd-v10i3.13801 |
url |
https://rsdjournal.org/index.php/rsd/article/view/13801 |
identifier_str_mv |
10.33448/rsd-v10i3.13801 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
https://rsdjournal.org/index.php/rsd/article/view/13801/14018 |
dc.rights.driver.fl_str_mv |
https://creativecommons.org/licenses/by/4.0 info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
https://creativecommons.org/licenses/by/4.0 |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Research, Society and Development |
publisher.none.fl_str_mv |
Research, Society and Development |
dc.source.none.fl_str_mv |
Research, Society and Development; Vol. 10 No. 3; e59310313801 Research, Society and Development; Vol. 10 Núm. 3; e59310313801 Research, Society and Development; v. 10 n. 3; e59310313801 2525-3409 reponame:Research, Society and Development instname:Universidade Federal de Itajubá (UNIFEI) instacron:UNIFEI |
instname_str |
Universidade Federal de Itajubá (UNIFEI) |
instacron_str |
UNIFEI |
institution |
UNIFEI |
reponame_str |
Research, Society and Development |
collection |
Research, Society and Development |
repository.name.fl_str_mv |
Research, Society and Development - Universidade Federal de Itajubá (UNIFEI) |
repository.mail.fl_str_mv |
rsd.articles@gmail.com |
_version_ |
1797052784662544384 |