Investigation of the physical and mechanical properties of self-adhesive composite with replacement of the kid aggregate by glass powder

Detalhes bibliográficos
Autor(a) principal: Torres, Rafael Gonçalves
Data de Publicação: 2022
Outros Autores: Melo, Mirian de Lourdes Noronha Motta, Santos, Valquíria Claret dos, Ribeiro, Vander Alkmin dos Santos, Oliveira, Adhimar Flávio, Alves, Ana Paula Mota
Tipo de documento: Artigo
Idioma: por
Título da fonte: Research, Society and Development
Texto Completo: https://rsdjournal.org/index.php/rsd/article/view/35642
Resumo: The objective of this work is to evaluate the production of self-adensible cementitious composite with the residues of ground glass, in the proportions of 5%, 10%, 15%, 20% and 30% in place of the kid aggregate and investigate its physical and mechanical properties. Concrete is one of the most used materials in civil construction and many types of waste can be used in its composition to reduce the extraction of natural raw materials, such as glass which is a 100% recyclable material and can be used as aggregate in cementitious composite or glass powder in cement making cement. For this, the tests of granulometry, specific mass, unit mass, mass will be used for the characterization of glass residue. In the fresh state, the "Mini-Cone Slump Flow" and "mini v-funnel test" methods were performed to obtain viscosity and spreading diameter index and in the hardened state were performed mechanical strength tests to axial and diametric compression, specific mass and void stake. The results obtained indicate that the compressive strength decreased with the increase of compressive strength at 28 days.
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spelling Investigation of the physical and mechanical properties of self-adhesive composite with replacement of the kid aggregate by glass powder Investigación de las propiedades físicas y mecánicas del compuesto autoadhesivo con la sustitución del agregado infantil por residuos de vidrio Investigação das propriedades físicas e mecânicas do compósito cimentício autoadensável com substituição do agregado miúdo por resíduo de vidroHormigónCompuesto cementicio autoadquirenteResistencia a la compresiónÍndice vacío.ConcretoCompósito cimentício autoadensávelResistência a compressãoÍndice de vazios.ConcreteSelf-adensable cementitious compositeCompressive strengthVoid stake.The objective of this work is to evaluate the production of self-adensible cementitious composite with the residues of ground glass, in the proportions of 5%, 10%, 15%, 20% and 30% in place of the kid aggregate and investigate its physical and mechanical properties. Concrete is one of the most used materials in civil construction and many types of waste can be used in its composition to reduce the extraction of natural raw materials, such as glass which is a 100% recyclable material and can be used as aggregate in cementitious composite or glass powder in cement making cement. For this, the tests of granulometry, specific mass, unit mass, mass will be used for the characterization of glass residue. In the fresh state, the "Mini-Cone Slump Flow" and "mini v-funnel test" methods were performed to obtain viscosity and spreading diameter index and in the hardened state were performed mechanical strength tests to axial and diametric compression, specific mass and void stake. The results obtained indicate that the compressive strength decreased with the increase of compressive strength at 28 days.El objetivo de este trabajo es evaluar la producción de composite cementicio autoadquirente con los residuos de vidrio esmerilado, en las proporciones de 5%, 10%, 15%, 20% y 30% en lugar del agregado infantil e investigar sus propiedades físicas y mecánicas. El hormigón es uno de los materiales más utilizados en la construcción civil y se pueden utilizar muchos tipos de residuos en su composición para reducir la extracción de materias primas naturales, como el vidrio, que es un material 100% reciclable y se puede utilizar como agregado en compuesto cementicio o polvo de vidrio en cemento para cementar. Para ello, se utilizarán los ensayos de granulometría, masa específica, masa unitaria, masa para la caracterización de residuos de vidrio. En el estado fresco, se realizaron los métodos "Mini-Cone Slump Flow" y "mini v-funnel test" para obtener viscosidad e índice de diámetro de propagación y en el estado endurecido se realizaron pruebas de resistencia mecánica a la compresión axial y diametral, masa específica e índice vacío. Los resultados obtenidos indican que la resistencia a la compresión disminuyó con el aumento de la resistencia a la compresión a los 28 días.O objetivo desse trabalho é avaliar a produção de compósito Cimentício autoadensável com os resíduos de vidro moído, nas proporções de 5%, 10%, 15%, 20% e 30% em substituição ao agregado miúdo e investigar suas propriedades físicas e mecânicas. O concreto é um dos materiais mais utilizados na construção civil e muitos tipos de resíduos podem ser usados em sua composição para diminuir a extração de matérias primas naturais, como por exemplo o vidro que é um material 100% reciclável podendo ser utilizado como agregado no compósito Cimentício ou o pó de vidro na fabricação do cimento. Para tanto será utilizado para a caracterização do resíduo de vidro os ensaios de granulometria, massa especifica, massa unitária. No estado fresco foram realizados os métodos “Mini-Cone Slump Flow” e “mini v-funnel test” para obter a viscosidade e índice de diâmetro de espalhamento e no estado endurecido foram realizados os ensaios de resistência mecânica à compressão axial e diametral, massa específica e índice de vazios. Os resultados obtidos indicam que a resistência a compressão diminuiu com o aumento da resistência a compressão aos 28 dias.Research, Society and Development2022-10-13info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://rsdjournal.org/index.php/rsd/article/view/3564210.33448/rsd-v11i13.35642Research, Society and Development; Vol. 11 No. 13; e481111335642Research, Society and Development; Vol. 11 Núm. 13; e481111335642Research, Society and Development; v. 11 n. 13; e4811113356422525-3409reponame:Research, Society and Developmentinstname:Universidade Federal de Itajubá (UNIFEI)instacron:UNIFEIporhttps://rsdjournal.org/index.php/rsd/article/view/35642/29915Copyright (c) 2022 Rafael Gonçalves Torres; Mirian de Lourdes Noronha Motta Melo; Valquíria Claret dos Santos; Vander Alkmin dos Santos Ribeiro; Adhimar Flávio Oliveira; Ana Paula Mota Alveshttps://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessTorres, Rafael Gonçalves Melo, Mirian de Lourdes Noronha Motta Santos, Valquíria Claret dos Ribeiro, Vander Alkmin dos Santos Oliveira, Adhimar Flávio Alves, Ana Paula Mota 2022-10-17T13:43:46Zoai:ojs.pkp.sfu.ca:article/35642Revistahttps://rsdjournal.org/index.php/rsd/indexPUBhttps://rsdjournal.org/index.php/rsd/oairsd.articles@gmail.com2525-34092525-3409opendoar:2024-01-17T09:50:29.080214Research, Society and Development - Universidade Federal de Itajubá (UNIFEI)false
dc.title.none.fl_str_mv Investigation of the physical and mechanical properties of self-adhesive composite with replacement of the kid aggregate by glass powder
Investigación de las propiedades físicas y mecánicas del compuesto autoadhesivo con la sustitución del agregado infantil por residuos de vidrio
Investigação das propriedades físicas e mecânicas do compósito cimentício autoadensável com substituição do agregado miúdo por resíduo de vidro
title Investigation of the physical and mechanical properties of self-adhesive composite with replacement of the kid aggregate by glass powder
spellingShingle Investigation of the physical and mechanical properties of self-adhesive composite with replacement of the kid aggregate by glass powder
Torres, Rafael Gonçalves
Hormigón
Compuesto cementicio autoadquirente
Resistencia a la compresión
Índice vacío.
Concreto
Compósito cimentício autoadensável
Resistência a compressão
Índice de vazios.
Concrete
Self-adensable cementitious composite
Compressive strength
Void stake.
title_short Investigation of the physical and mechanical properties of self-adhesive composite with replacement of the kid aggregate by glass powder
title_full Investigation of the physical and mechanical properties of self-adhesive composite with replacement of the kid aggregate by glass powder
title_fullStr Investigation of the physical and mechanical properties of self-adhesive composite with replacement of the kid aggregate by glass powder
title_full_unstemmed Investigation of the physical and mechanical properties of self-adhesive composite with replacement of the kid aggregate by glass powder
title_sort Investigation of the physical and mechanical properties of self-adhesive composite with replacement of the kid aggregate by glass powder
author Torres, Rafael Gonçalves
author_facet Torres, Rafael Gonçalves
Melo, Mirian de Lourdes Noronha Motta
Santos, Valquíria Claret dos
Ribeiro, Vander Alkmin dos Santos
Oliveira, Adhimar Flávio
Alves, Ana Paula Mota
author_role author
author2 Melo, Mirian de Lourdes Noronha Motta
Santos, Valquíria Claret dos
Ribeiro, Vander Alkmin dos Santos
Oliveira, Adhimar Flávio
Alves, Ana Paula Mota
author2_role author
author
author
author
author
dc.contributor.author.fl_str_mv Torres, Rafael Gonçalves
Melo, Mirian de Lourdes Noronha Motta
Santos, Valquíria Claret dos
Ribeiro, Vander Alkmin dos Santos
Oliveira, Adhimar Flávio
Alves, Ana Paula Mota
dc.subject.por.fl_str_mv Hormigón
Compuesto cementicio autoadquirente
Resistencia a la compresión
Índice vacío.
Concreto
Compósito cimentício autoadensável
Resistência a compressão
Índice de vazios.
Concrete
Self-adensable cementitious composite
Compressive strength
Void stake.
topic Hormigón
Compuesto cementicio autoadquirente
Resistencia a la compresión
Índice vacío.
Concreto
Compósito cimentício autoadensável
Resistência a compressão
Índice de vazios.
Concrete
Self-adensable cementitious composite
Compressive strength
Void stake.
description The objective of this work is to evaluate the production of self-adensible cementitious composite with the residues of ground glass, in the proportions of 5%, 10%, 15%, 20% and 30% in place of the kid aggregate and investigate its physical and mechanical properties. Concrete is one of the most used materials in civil construction and many types of waste can be used in its composition to reduce the extraction of natural raw materials, such as glass which is a 100% recyclable material and can be used as aggregate in cementitious composite or glass powder in cement making cement. For this, the tests of granulometry, specific mass, unit mass, mass will be used for the characterization of glass residue. In the fresh state, the "Mini-Cone Slump Flow" and "mini v-funnel test" methods were performed to obtain viscosity and spreading diameter index and in the hardened state were performed mechanical strength tests to axial and diametric compression, specific mass and void stake. The results obtained indicate that the compressive strength decreased with the increase of compressive strength at 28 days.
publishDate 2022
dc.date.none.fl_str_mv 2022-10-13
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/35642
10.33448/rsd-v11i13.35642
url https://rsdjournal.org/index.php/rsd/article/view/35642
identifier_str_mv 10.33448/rsd-v11i13.35642
dc.language.iso.fl_str_mv por
language por
dc.relation.none.fl_str_mv https://rsdjournal.org/index.php/rsd/article/view/35642/29915
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. 11 No. 13; e481111335642
Research, Society and Development; Vol. 11 Núm. 13; e481111335642
Research, Society and Development; v. 11 n. 13; e481111335642
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
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