Estudo da influência do fator água/cimento na confecção de compósitos cimentícios com argila expandida e seus impactos na microestrutura

Detalhes bibliográficos
Autor(a) principal: Souto, Bremmer Carneiro Cavalcante
Data de Publicação: 2022
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Biblioteca Digital de Teses e Dissertações da UFPB
Texto Completo: https://repositorio.ufpb.br/jspui/handle/123456789/24473
Resumo: Civil construction is considered of fundamental importance for the development of the world economy, responsible for the creation of essential products and services, in addition to contributing to the generation of jobs. The built environment has required increasingly advanced materials with specific performance characteristics. Within this scope, concrete and mortars play a fundamental role in the production of various elements of civil construction. Therefore, the present study aims to evaluate the effect of the variation of the water/cement (w/c) ratio for the manufacture of lightweight cementitious composites, with total replacement of the natural aggregate by expanded clay, and to analyze its mechanical performance correlating with the microstructure. After characterizing the aggregate, 16 specimens were made, in the proportion (mix design) 1:6 (CP V cement - ARI: 2.50 mm expanded clay), with 5.0 cm in diameter and 10 cm in height, varying the water/cement ratio: T1 (w/c 0.5), T2 (w/c 1.0), T3 (w/c 1.2), T4 (w/c 1.3) and T5 (w/c 1.3) c 1.5). An axial compressive strength test was performed at 7, 14, 21 and 28 days, using a hydraulic press. The composite density at 28 days, efficiency factor and capillary absorption were determined. With the scanning electron microscope (SEM) information about the morphology, distribution and porosity of the composites was obtained. The results obtained in the tests of physical characterization of the composite qualify it as a light cementitious composite; it was observed, in general, that the compressive strength of all traces reached about 80% of the final strength, at 7 days; the high porosity of the composite was confirmed by the absorption of water in the first hours of testing and, later, by the Scanning Electron Microscopy test. As it presents the best efficiency factor and the lowest water absorption, the T2 mix with a w/c ratio = 1.2 can be considered the most suitable for the development of constructive elements (block, plate, tile), which satisfy, for example, the requirements of NBR 15575. In general, with the reach of the mechanical indexes recommended in the standard, it is possible to observe the technical feasibility for the application of this material in buildings, aiming to take advantage of its qualities as a contribution to reducing loads on the structures of the buildings, in addition to thermoacoustic insulation.
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spelling Estudo da influência do fator água/cimento na confecção de compósitos cimentícios com argila expandida e seus impactos na microestruturaArgamassaArgila expandidaDesempenho mecânicoRelação a/cMortarExpanded clayMechanical performanceW/c ratioCNPQ::ENGENHARIASCivil construction is considered of fundamental importance for the development of the world economy, responsible for the creation of essential products and services, in addition to contributing to the generation of jobs. The built environment has required increasingly advanced materials with specific performance characteristics. Within this scope, concrete and mortars play a fundamental role in the production of various elements of civil construction. Therefore, the present study aims to evaluate the effect of the variation of the water/cement (w/c) ratio for the manufacture of lightweight cementitious composites, with total replacement of the natural aggregate by expanded clay, and to analyze its mechanical performance correlating with the microstructure. After characterizing the aggregate, 16 specimens were made, in the proportion (mix design) 1:6 (CP V cement - ARI: 2.50 mm expanded clay), with 5.0 cm in diameter and 10 cm in height, varying the water/cement ratio: T1 (w/c 0.5), T2 (w/c 1.0), T3 (w/c 1.2), T4 (w/c 1.3) and T5 (w/c 1.3) c 1.5). An axial compressive strength test was performed at 7, 14, 21 and 28 days, using a hydraulic press. The composite density at 28 days, efficiency factor and capillary absorption were determined. With the scanning electron microscope (SEM) information about the morphology, distribution and porosity of the composites was obtained. The results obtained in the tests of physical characterization of the composite qualify it as a light cementitious composite; it was observed, in general, that the compressive strength of all traces reached about 80% of the final strength, at 7 days; the high porosity of the composite was confirmed by the absorption of water in the first hours of testing and, later, by the Scanning Electron Microscopy test. As it presents the best efficiency factor and the lowest water absorption, the T2 mix with a w/c ratio = 1.2 can be considered the most suitable for the development of constructive elements (block, plate, tile), which satisfy, for example, the requirements of NBR 15575. In general, with the reach of the mechanical indexes recommended in the standard, it is possible to observe the technical feasibility for the application of this material in buildings, aiming to take advantage of its qualities as a contribution to reducing loads on the structures of the buildings, in addition to thermoacoustic insulation.NenhumaA construção civil é considerada de fundamental importância para o desenvolvimento da economia mundial, respondendo pela criação de produtos e serviços essenciais, além de contribuir para a geração de empregos. O ambiente construído tem solicitado materiais cada vez mais avançados e com características específicas de desempenho. Dentro desse âmbito, o concreto e as argamassas tem papel fundamental para a produção de diversos elementos da construção civil. Sendo assim, o presente estudo objetivou avaliar o efeito da variação do fator água/cimento (a/c) para confecção de compósitos cimentícios leves, com substituição total do agregado natural pela argila expandida, e analisar o seu desempenho mecânico correlacionando com a microestrutura. Após caracterização do agregado, foi confeccionado 16 corpos de prova, na proporção (traço) 1:6 (cimento CP V - ARI: argila expandida 2,50mm), com 5,0 cm de diâmetro e 10 cm de altura, variando-se a relação água/cimento: T1 (a/c 0,5), T2 (a/c 1,0), T3 (a/c 1,2), T4 (a/c 1,3) e T5 (a/c 1,5). Realizou-se ensaio de resistência à compressão axial aos 7, 14, 21 e 28 dias, utilizando prensa hidráulica. Determinou-se a massa específica do compósito aos 28 dias, fator de eficiência e a absorção por capilaridade. Com o microscópio eletrônico de varredura (MEV) obteve-se informações sobre a morfologia, distribuição e porosidade dos compósitos. Os resultados obtidos nos ensaios de caracterização física do compósito o qualificam como compósito cimentício leve; observou-se, de maneira geral, que a resistência à compressão de todos os traços atingiu cerca de 80% da resistência final, aos 7 dias; a alta porosidade do compósito foi comprovada pela absorção de água nas primeiras horas de ensaio e, posteriormente, pelo ensaio de Microscopia Eletrônica de Varredura. Por apresentar o melhor fator de eficiência e menor absorção de água, o traço T2 com relação a/c = 1,2 pode ser considerado o mais indicado para desenvolvimento de elementos construtivos (bloco, placa, telha), que satisfaçam, por exemplo, as exigências da NBR 15575. De maneira geral, com o alcance dos índices mecânicos preconizados em norma, observa-se a viabilidade técnica para aplicação desse material em edificações visando o aproveitamento de suas qualidades como contribuição para redução cargas nas estruturas das edificações, além de isolamento termoacústico.Universidade Federal da ParaíbaBrasilEngenharia de MateriaisPrograma de Pós-Graduação em Ciência e Engenharia de MateriaisUFPBLima Filho, Marçal Rosas Florentinohttp://lattes.cnpq.br/2852416174296757Souto, Bremmer Carneiro Cavalcante2022-09-16T17:23:26Z2022-07-112022-09-16T17:23:26Z2022-04-28info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesishttps://repositorio.ufpb.br/jspui/handle/123456789/24473porAttribution-NoDerivs 3.0 Brazilhttp://creativecommons.org/licenses/by-nd/3.0/br/info:eu-repo/semantics/openAccessreponame:Biblioteca Digital de Teses e Dissertações da UFPBinstname:Universidade Federal da Paraíba (UFPB)instacron:UFPB2022-10-25T13:09:31Zoai:repositorio.ufpb.br:123456789/24473Biblioteca Digital de Teses e Dissertaçõeshttps://repositorio.ufpb.br/PUBhttp://tede.biblioteca.ufpb.br:8080/oai/requestdiretoria@ufpb.br|| diretoria@ufpb.bropendoar:2022-10-25T13:09:31Biblioteca Digital de Teses e Dissertações da UFPB - Universidade Federal da Paraíba (UFPB)false
dc.title.none.fl_str_mv Estudo da influência do fator água/cimento na confecção de compósitos cimentícios com argila expandida e seus impactos na microestrutura
title Estudo da influência do fator água/cimento na confecção de compósitos cimentícios com argila expandida e seus impactos na microestrutura
spellingShingle Estudo da influência do fator água/cimento na confecção de compósitos cimentícios com argila expandida e seus impactos na microestrutura
Souto, Bremmer Carneiro Cavalcante
Argamassa
Argila expandida
Desempenho mecânico
Relação a/c
Mortar
Expanded clay
Mechanical performance
W/c ratio
CNPQ::ENGENHARIAS
title_short Estudo da influência do fator água/cimento na confecção de compósitos cimentícios com argila expandida e seus impactos na microestrutura
title_full Estudo da influência do fator água/cimento na confecção de compósitos cimentícios com argila expandida e seus impactos na microestrutura
title_fullStr Estudo da influência do fator água/cimento na confecção de compósitos cimentícios com argila expandida e seus impactos na microestrutura
title_full_unstemmed Estudo da influência do fator água/cimento na confecção de compósitos cimentícios com argila expandida e seus impactos na microestrutura
title_sort Estudo da influência do fator água/cimento na confecção de compósitos cimentícios com argila expandida e seus impactos na microestrutura
author Souto, Bremmer Carneiro Cavalcante
author_facet Souto, Bremmer Carneiro Cavalcante
author_role author
dc.contributor.none.fl_str_mv Lima Filho, Marçal Rosas Florentino
http://lattes.cnpq.br/2852416174296757
dc.contributor.author.fl_str_mv Souto, Bremmer Carneiro Cavalcante
dc.subject.por.fl_str_mv Argamassa
Argila expandida
Desempenho mecânico
Relação a/c
Mortar
Expanded clay
Mechanical performance
W/c ratio
CNPQ::ENGENHARIAS
topic Argamassa
Argila expandida
Desempenho mecânico
Relação a/c
Mortar
Expanded clay
Mechanical performance
W/c ratio
CNPQ::ENGENHARIAS
description Civil construction is considered of fundamental importance for the development of the world economy, responsible for the creation of essential products and services, in addition to contributing to the generation of jobs. The built environment has required increasingly advanced materials with specific performance characteristics. Within this scope, concrete and mortars play a fundamental role in the production of various elements of civil construction. Therefore, the present study aims to evaluate the effect of the variation of the water/cement (w/c) ratio for the manufacture of lightweight cementitious composites, with total replacement of the natural aggregate by expanded clay, and to analyze its mechanical performance correlating with the microstructure. After characterizing the aggregate, 16 specimens were made, in the proportion (mix design) 1:6 (CP V cement - ARI: 2.50 mm expanded clay), with 5.0 cm in diameter and 10 cm in height, varying the water/cement ratio: T1 (w/c 0.5), T2 (w/c 1.0), T3 (w/c 1.2), T4 (w/c 1.3) and T5 (w/c 1.3) c 1.5). An axial compressive strength test was performed at 7, 14, 21 and 28 days, using a hydraulic press. The composite density at 28 days, efficiency factor and capillary absorption were determined. With the scanning electron microscope (SEM) information about the morphology, distribution and porosity of the composites was obtained. The results obtained in the tests of physical characterization of the composite qualify it as a light cementitious composite; it was observed, in general, that the compressive strength of all traces reached about 80% of the final strength, at 7 days; the high porosity of the composite was confirmed by the absorption of water in the first hours of testing and, later, by the Scanning Electron Microscopy test. As it presents the best efficiency factor and the lowest water absorption, the T2 mix with a w/c ratio = 1.2 can be considered the most suitable for the development of constructive elements (block, plate, tile), which satisfy, for example, the requirements of NBR 15575. In general, with the reach of the mechanical indexes recommended in the standard, it is possible to observe the technical feasibility for the application of this material in buildings, aiming to take advantage of its qualities as a contribution to reducing loads on the structures of the buildings, in addition to thermoacoustic insulation.
publishDate 2022
dc.date.none.fl_str_mv 2022-09-16T17:23:26Z
2022-07-11
2022-09-16T17:23:26Z
2022-04-28
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/masterThesis
format masterThesis
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://repositorio.ufpb.br/jspui/handle/123456789/24473
url https://repositorio.ufpb.br/jspui/handle/123456789/24473
dc.language.iso.fl_str_mv por
language por
dc.rights.driver.fl_str_mv Attribution-NoDerivs 3.0 Brazil
http://creativecommons.org/licenses/by-nd/3.0/br/
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Attribution-NoDerivs 3.0 Brazil
http://creativecommons.org/licenses/by-nd/3.0/br/
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Universidade Federal da Paraíba
Brasil
Engenharia de Materiais
Programa de Pós-Graduação em Ciência e Engenharia de Materiais
UFPB
publisher.none.fl_str_mv Universidade Federal da Paraíba
Brasil
Engenharia de Materiais
Programa de Pós-Graduação em Ciência e Engenharia de Materiais
UFPB
dc.source.none.fl_str_mv reponame:Biblioteca Digital de Teses e Dissertações da UFPB
instname:Universidade Federal da Paraíba (UFPB)
instacron:UFPB
instname_str Universidade Federal da Paraíba (UFPB)
instacron_str UFPB
institution UFPB
reponame_str Biblioteca Digital de Teses e Dissertações da UFPB
collection Biblioteca Digital de Teses e Dissertações da UFPB
repository.name.fl_str_mv Biblioteca Digital de Teses e Dissertações da UFPB - Universidade Federal da Paraíba (UFPB)
repository.mail.fl_str_mv diretoria@ufpb.br|| diretoria@ufpb.br
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