ECO FRIENDLY CONCRETE FOR SUSTAINABLE STRUCTURES

Detalhes bibliográficos
Autor(a) principal: Isaia, Gustavo de Aguiar
Data de Publicação: 2020
Outros Autores: Rizzatti, Eduardo, Santos da Silva, Silvane, Isaia, Geraldo, Lübeck, André
Tipo de documento: Artigo
Idioma: por
Título da fonte: Repositório Institucional da UFSC
Texto Completo: https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4249
https://repositorio.ufsc.br/handle/123456789/246562
Resumo: The present article contemplates the study of eco friendly concrete by substituting Portland cement (PC) for very high levels of limestone filler (LF) in binary and ternary mixtures with fly ash (FA) in proportions of 50 to 80%, with ratios 0.25 a/b and optimization of the particle size. Results of compressive strength, CO2eq emission, energy consumption and binder intensity are presented, with which comparative indices were calculated to observe the performance of the mixtures. From the point of view of sustainability, it was possible to prepare concrete with a compressive strength of 51.8 MPa, at 91 days, with 77 kgCO2.m-3 of concrete, where 80% of the PC were replaced by 70% of LF and 10 % of FA, with consumption of only 97 kg.m-3 of PC (87 kg.m-3 of clinker) and 104 L.m-3 of water. The study shows the achievement ofstructural concrete with fck of up to 80 MPa with very low CO2eq emissions and energy consumption, through the use of high levels of mineral additions (MA) and reduced environmental impact.
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spelling ECO FRIENDLY CONCRETE FOR SUSTAINABLE STRUCTURESThe present article contemplates the study of eco friendly concrete by substituting Portland cement (PC) for very high levels of limestone filler (LF) in binary and ternary mixtures with fly ash (FA) in proportions of 50 to 80%, with ratios 0.25 a/b and optimization of the particle size. Results of compressive strength, CO2eq emission, energy consumption and binder intensity are presented, with which comparative indices were calculated to observe the performance of the mixtures. From the point of view of sustainability, it was possible to prepare concrete with a compressive strength of 51.8 MPa, at 91 days, with 77 kgCO2.m-3 of concrete, where 80% of the PC were replaced by 70% of LF and 10 % of FA, with consumption of only 97 kg.m-3 of PC (87 kg.m-3 of clinker) and 104 L.m-3 of water. The study shows the achievement ofstructural concrete with fck of up to 80 MPa with very low CO2eq emissions and energy consumption, through the use of high levels of mineral additions (MA) and reduced environmental impact.UFSC - Federal University of Santa Catarina2020-12-212023-05-29T21:27:54Z2023-05-29T21:27:54Zinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfapplication/pdfapplication/vnd.openxmlformats-officedocument.spreadsheetml.sheetapplication/vnd.openxmlformats-officedocument.spreadsheetml.sheetapplication/vnd.openxmlformats-officedocument.spreadsheetml.sheetapplication/vnd.openxmlformats-officedocument.spreadsheetml.sheetapplication/vnd.openxmlformats-officedocument.wordprocessingml.documenthttps://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/424910.29183/2447-3073.MIX2020.v7.n1.33-46https://repositorio.ufsc.br/handle/123456789/246562Mix Sustentável; Vol. 7 No. 1 (2020): Mix Sustentável (edição regular); 33-46MIX Sustentável; v. 7 n. 1 (2020): Mix Sustentável (edição regular); 33-462447-30732447-0899reponame:Repositório Institucional da UFSCinstname:Universidade Federal de Santa Catarina (UFSC)instacron:UFSCporhttps://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4249/3481https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4249/4560https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4249/4561https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4249/4562https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4249/4563https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4249/4564https://ojs.sites.ufsc.br/index.php/mixsustentavel/article/view/4249/4565Copyright (c) 2020 Gustavo de Aguiar Isaia, Eduardo Rizzatti, Silvane Santos da Silva, Geraldo Isaia, André Lübeckinfo:eu-repo/semantics/openAccessIsaia, Gustavo de AguiarRizzatti, EduardoSantos da Silva, SilvaneIsaia, GeraldoLübeck, André2023-05-29T21:27:54Zoai:repositorio.ufsc.br:123456789/246562Repositório InstitucionalPUBhttp://150.162.242.35/oai/requestopendoar:23732023-05-29T21:27:54Repositório Institucional da UFSC - Universidade Federal de Santa Catarina (UFSC)false
dc.title.none.fl_str_mv ECO FRIENDLY CONCRETE FOR SUSTAINABLE STRUCTURES
title ECO FRIENDLY CONCRETE FOR SUSTAINABLE STRUCTURES
spellingShingle ECO FRIENDLY CONCRETE FOR SUSTAINABLE STRUCTURES
Isaia, Gustavo de Aguiar
title_short ECO FRIENDLY CONCRETE FOR SUSTAINABLE STRUCTURES
title_full ECO FRIENDLY CONCRETE FOR SUSTAINABLE STRUCTURES
title_fullStr ECO FRIENDLY CONCRETE FOR SUSTAINABLE STRUCTURES
title_full_unstemmed ECO FRIENDLY CONCRETE FOR SUSTAINABLE STRUCTURES
title_sort ECO FRIENDLY CONCRETE FOR SUSTAINABLE STRUCTURES
author Isaia, Gustavo de Aguiar
author_facet Isaia, Gustavo de Aguiar
Rizzatti, Eduardo
Santos da Silva, Silvane
Isaia, Geraldo
Lübeck, André
author_role author
author2 Rizzatti, Eduardo
Santos da Silva, Silvane
Isaia, Geraldo
Lübeck, André
author2_role author
author
author
author
dc.contributor.author.fl_str_mv Isaia, Gustavo de Aguiar
Rizzatti, Eduardo
Santos da Silva, Silvane
Isaia, Geraldo
Lübeck, André
description The present article contemplates the study of eco friendly concrete by substituting Portland cement (PC) for very high levels of limestone filler (LF) in binary and ternary mixtures with fly ash (FA) in proportions of 50 to 80%, with ratios 0.25 a/b and optimization of the particle size. Results of compressive strength, CO2eq emission, energy consumption and binder intensity are presented, with which comparative indices were calculated to observe the performance of the mixtures. From the point of view of sustainability, it was possible to prepare concrete with a compressive strength of 51.8 MPa, at 91 days, with 77 kgCO2.m-3 of concrete, where 80% of the PC were replaced by 70% of LF and 10 % of FA, with consumption of only 97 kg.m-3 of PC (87 kg.m-3 of clinker) and 104 L.m-3 of water. The study shows the achievement ofstructural concrete with fck of up to 80 MPa with very low CO2eq emissions and energy consumption, through the use of high levels of mineral additions (MA) and reduced environmental impact.
publishDate 2020
dc.date.none.fl_str_mv 2020-12-21
2023-05-29T21:27:54Z
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https://repositorio.ufsc.br/handle/123456789/246562
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https://repositorio.ufsc.br/handle/123456789/246562
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dc.publisher.none.fl_str_mv UFSC - Federal University of Santa Catarina
publisher.none.fl_str_mv UFSC - Federal University of Santa Catarina
dc.source.none.fl_str_mv Mix Sustentável; Vol. 7 No. 1 (2020): Mix Sustentável (edição regular); 33-46
MIX Sustentável; v. 7 n. 1 (2020): Mix Sustentável (edição regular); 33-46
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