Estudo sobre o impacto da redução do consumo de cimento no comportamento mecânico do concreto autoadensável

Detalhes bibliográficos
Autor(a) principal: Barboza, Lucas da Silva
Data de Publicação: 2016
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Repositório Institucional da UFSCAR
Texto Completo: https://repositorio.ufscar.br/handle/ufscar/7403
Resumo: This paper presents an analysis of the development of self-compacting concrete with low consumption of Portland cement, and evaluates some of its properties in fresh and hardened state ( mechanical properties ). The production of concrete with low consumption of Portland cement of the concept of providing more sustainable construction based on the concrete industry, as increased longevity of raw materials deposits, reducing CO2 emissions and energy consumption and lower cost transport. It provides various technical improvements such as lower heat of hydration, shrinkage and cracking. Based on packaging concepts and particle dispersion suitable choice of materials and the use of mineral fílers and admixtures, there was obtained concrete with low consumption of cement and high strength, with a relative consumption of binder materials less than 5 kg / m³ to produce 1 MPa compressive strength. This research is characterized as a theoretical-experimental model, which were researched packaging methods of aggregates and mineral additions, studied the interaction between superplasticizer and cementitious materials, seeking a considerable reduction in cement content in mixtures of self-compacting concrete. Therefore, we used the dosage methodology presented by Gomes (2002) and also have certain mechanical properties of concrete and it is concluded by the results, the use of a structural concrete self-compacting with Portland cement consumption can reduced.
id SCAR_72c9d8cc6d33ff235c568d018a7a5e3d
oai_identifier_str oai:repositorio.ufscar.br:ufscar/7403
network_acronym_str SCAR
network_name_str Repositório Institucional da UFSCAR
repository_id_str 4322
spelling Barboza, Lucas da SilvaAlmeida Filho, Fernando Menezes dehttp://lattes.cnpq.br/0447825383222965http://lattes.cnpq.br/1159705362571916d38c321d-8c41-4aae-8186-3dd05d67778d2016-09-23T18:30:39Z2016-09-23T18:30:39Z2016-04-01BARBOZA, Lucas da Silva. Estudo sobre o impacto da redução do consumo de cimento no comportamento mecânico do concreto autoadensável. 2016. Dissertação (Mestrado em Engenharia Civil) – Universidade Federal de São Carlos, São Carlos, 2016. Disponível em: https://repositorio.ufscar.br/handle/ufscar/7403.https://repositorio.ufscar.br/handle/ufscar/7403This paper presents an analysis of the development of self-compacting concrete with low consumption of Portland cement, and evaluates some of its properties in fresh and hardened state ( mechanical properties ). The production of concrete with low consumption of Portland cement of the concept of providing more sustainable construction based on the concrete industry, as increased longevity of raw materials deposits, reducing CO2 emissions and energy consumption and lower cost transport. It provides various technical improvements such as lower heat of hydration, shrinkage and cracking. Based on packaging concepts and particle dispersion suitable choice of materials and the use of mineral fílers and admixtures, there was obtained concrete with low consumption of cement and high strength, with a relative consumption of binder materials less than 5 kg / m³ to produce 1 MPa compressive strength. This research is characterized as a theoretical-experimental model, which were researched packaging methods of aggregates and mineral additions, studied the interaction between superplasticizer and cementitious materials, seeking a considerable reduction in cement content in mixtures of self-compacting concrete. Therefore, we used the dosage methodology presented by Gomes (2002) and also have certain mechanical properties of concrete and it is concluded by the results, the use of a structural concrete self-compacting with Portland cement consumption can reduced.Este trabalho apresenta uma análise sobre a elaboração de concretos autoadensáveis com baixo consumo de cimento Portland, e avalia algumas das suas propriedades no estado fresco e endurecido (propriedades mecânicas). A confecção de concretos com baixo consumo de cimento Portland parte do conceito de possibilitar maior sustentabilidade da indústria da construção civil baseada no concreto, como maior longevidade das jazidas de matérias-primas, redução da emissão de CO2 e no consumo de energia e menores custos de transportes. Proporciona diversas melhorias técnicas, como menor calor de hidratação, retração e fissuração. Fundamentado em conceitos de empacotamento e dispersão de partículas, escolha adequada dos materiais e uso de adições minerais e fíleres, obtiveram-se concretos com baixo consumo de cimento e alta resistência, com consumo relativo de materiais aglomerantes inferior a 5 kg/m³ para produzir 1 MPa de resistência à compressão. Esta pesquisa caracteriza-se como um modelo teórico-experimental, onde foram pesquisados métodos de empacotamento dos agregados e adições minerais, estudada a interação entre o aditivo superplastificante e os materiais cimentícios, buscando uma redução considerável do teor de cimento nas misturas de concretos autoadensáveis. Diante disso, utilizou-se a metodologia de dosagem apresentada por Gomes (2002) e também foram determinadas as propriedades mecânicas dos concretos e conclui-se, mediante aos resultados obtidos, que é possível o emprego de um concreto estrutural autoadensável com consumo de cimento Portland reduzido.Não recebi financiamentoporUniversidade Federal de São CarlosCâmpus São CarlosPrograma de Pós-Graduação em Engenharia Civil - PPGECivUFSCarAutoadensávelConcretoBaixo consumo de cimentoResistênciaElementos PrémoldadosSelf-compactingConcreteLow consumption of cementResistancePrecast elementsENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURASENGENHARIAS::ENGENHARIA CIVILEstudo sobre o impacto da redução do consumo de cimento no comportamento mecânico do concreto autoadensávelStudy on the impact of the reduction in cement consumption in the mechanical behavior of self-compacting concreteinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisOnline60060077f25346-bc48-49b3-a3e1-bf4b0e0fab52info:eu-repo/semantics/openAccessreponame:Repositório Institucional da UFSCARinstname:Universidade Federal de São Carlos (UFSCAR)instacron:UFSCARORIGINALDissLSB.pdfDissLSB.pdfapplication/pdf3925370https://repositorio.ufscar.br/bitstream/ufscar/7403/1/DissLSB.pdf7ddbdbe82689da0dc8671987f57082c9MD51LICENSElicense.txtlicense.txttext/plain; charset=utf-81957https://repositorio.ufscar.br/bitstream/ufscar/7403/2/license.txtae0398b6f8b235e40ad82cba6c50031dMD52TEXTDissLSB.pdf.txtDissLSB.pdf.txtExtracted texttext/plain337945https://repositorio.ufscar.br/bitstream/ufscar/7403/3/DissLSB.pdf.txt82735bc3b27145ec87dc8cd14cfa7098MD53THUMBNAILDissLSB.pdf.jpgDissLSB.pdf.jpgIM Thumbnailimage/jpeg7003https://repositorio.ufscar.br/bitstream/ufscar/7403/4/DissLSB.pdf.jpgb6a2312a43374dc338d49591a9b258bcMD54ufscar/74032023-09-18 18:30:49.488oai:repositorio.ufscar.br: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Repositório InstitucionalPUBhttps://repositorio.ufscar.br/oai/requestopendoar:43222023-09-18T18:30:49Repositório Institucional da UFSCAR - Universidade Federal de São Carlos (UFSCAR)false
dc.title.por.fl_str_mv Estudo sobre o impacto da redução do consumo de cimento no comportamento mecânico do concreto autoadensável
dc.title.alternative.eng.fl_str_mv Study on the impact of the reduction in cement consumption in the mechanical behavior of self-compacting concrete
title Estudo sobre o impacto da redução do consumo de cimento no comportamento mecânico do concreto autoadensável
spellingShingle Estudo sobre o impacto da redução do consumo de cimento no comportamento mecânico do concreto autoadensável
Barboza, Lucas da Silva
Autoadensável
Concreto
Baixo consumo de cimento
Resistência
Elementos Prémoldados
Self-compacting
Concrete
Low consumption of cement
Resistance
Precast elements
ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS
ENGENHARIAS::ENGENHARIA CIVIL
title_short Estudo sobre o impacto da redução do consumo de cimento no comportamento mecânico do concreto autoadensável
title_full Estudo sobre o impacto da redução do consumo de cimento no comportamento mecânico do concreto autoadensável
title_fullStr Estudo sobre o impacto da redução do consumo de cimento no comportamento mecânico do concreto autoadensável
title_full_unstemmed Estudo sobre o impacto da redução do consumo de cimento no comportamento mecânico do concreto autoadensável
title_sort Estudo sobre o impacto da redução do consumo de cimento no comportamento mecânico do concreto autoadensável
author Barboza, Lucas da Silva
author_facet Barboza, Lucas da Silva
author_role author
dc.contributor.authorlattes.por.fl_str_mv http://lattes.cnpq.br/1159705362571916
dc.contributor.author.fl_str_mv Barboza, Lucas da Silva
dc.contributor.advisor1.fl_str_mv Almeida Filho, Fernando Menezes de
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/0447825383222965
dc.contributor.authorID.fl_str_mv d38c321d-8c41-4aae-8186-3dd05d67778d
contributor_str_mv Almeida Filho, Fernando Menezes de
dc.subject.por.fl_str_mv Autoadensável
Concreto
Baixo consumo de cimento
Resistência
Elementos Prémoldados
topic Autoadensável
Concreto
Baixo consumo de cimento
Resistência
Elementos Prémoldados
Self-compacting
Concrete
Low consumption of cement
Resistance
Precast elements
ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS
ENGENHARIAS::ENGENHARIA CIVIL
dc.subject.eng.fl_str_mv Self-compacting
Concrete
Low consumption of cement
Resistance
Precast elements
dc.subject.cnpq.fl_str_mv ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS
ENGENHARIAS::ENGENHARIA CIVIL
description This paper presents an analysis of the development of self-compacting concrete with low consumption of Portland cement, and evaluates some of its properties in fresh and hardened state ( mechanical properties ). The production of concrete with low consumption of Portland cement of the concept of providing more sustainable construction based on the concrete industry, as increased longevity of raw materials deposits, reducing CO2 emissions and energy consumption and lower cost transport. It provides various technical improvements such as lower heat of hydration, shrinkage and cracking. Based on packaging concepts and particle dispersion suitable choice of materials and the use of mineral fílers and admixtures, there was obtained concrete with low consumption of cement and high strength, with a relative consumption of binder materials less than 5 kg / m³ to produce 1 MPa compressive strength. This research is characterized as a theoretical-experimental model, which were researched packaging methods of aggregates and mineral additions, studied the interaction between superplasticizer and cementitious materials, seeking a considerable reduction in cement content in mixtures of self-compacting concrete. Therefore, we used the dosage methodology presented by Gomes (2002) and also have certain mechanical properties of concrete and it is concluded by the results, the use of a structural concrete self-compacting with Portland cement consumption can reduced.
publishDate 2016
dc.date.accessioned.fl_str_mv 2016-09-23T18:30:39Z
dc.date.available.fl_str_mv 2016-09-23T18:30:39Z
dc.date.issued.fl_str_mv 2016-04-01
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.citation.fl_str_mv BARBOZA, Lucas da Silva. Estudo sobre o impacto da redução do consumo de cimento no comportamento mecânico do concreto autoadensável. 2016. Dissertação (Mestrado em Engenharia Civil) – Universidade Federal de São Carlos, São Carlos, 2016. Disponível em: https://repositorio.ufscar.br/handle/ufscar/7403.
dc.identifier.uri.fl_str_mv https://repositorio.ufscar.br/handle/ufscar/7403
identifier_str_mv BARBOZA, Lucas da Silva. Estudo sobre o impacto da redução do consumo de cimento no comportamento mecânico do concreto autoadensável. 2016. Dissertação (Mestrado em Engenharia Civil) – Universidade Federal de São Carlos, São Carlos, 2016. Disponível em: https://repositorio.ufscar.br/handle/ufscar/7403.
url https://repositorio.ufscar.br/handle/ufscar/7403
dc.language.iso.fl_str_mv por
language por
dc.relation.confidence.fl_str_mv 600
600
dc.relation.authority.fl_str_mv 77f25346-bc48-49b3-a3e1-bf4b0e0fab52
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Universidade Federal de São Carlos
Câmpus São Carlos
dc.publisher.program.fl_str_mv Programa de Pós-Graduação em Engenharia Civil - PPGECiv
dc.publisher.initials.fl_str_mv UFSCar
publisher.none.fl_str_mv Universidade Federal de São Carlos
Câmpus São Carlos
dc.source.none.fl_str_mv reponame:Repositório Institucional da UFSCAR
instname:Universidade Federal de São Carlos (UFSCAR)
instacron:UFSCAR
instname_str Universidade Federal de São Carlos (UFSCAR)
instacron_str UFSCAR
institution UFSCAR
reponame_str Repositório Institucional da UFSCAR
collection Repositório Institucional da UFSCAR
bitstream.url.fl_str_mv https://repositorio.ufscar.br/bitstream/ufscar/7403/1/DissLSB.pdf
https://repositorio.ufscar.br/bitstream/ufscar/7403/2/license.txt
https://repositorio.ufscar.br/bitstream/ufscar/7403/3/DissLSB.pdf.txt
https://repositorio.ufscar.br/bitstream/ufscar/7403/4/DissLSB.pdf.jpg
bitstream.checksum.fl_str_mv 7ddbdbe82689da0dc8671987f57082c9
ae0398b6f8b235e40ad82cba6c50031d
82735bc3b27145ec87dc8cd14cfa7098
b6a2312a43374dc338d49591a9b258bc
bitstream.checksumAlgorithm.fl_str_mv MD5
MD5
MD5
MD5
repository.name.fl_str_mv Repositório Institucional da UFSCAR - Universidade Federal de São Carlos (UFSCAR)
repository.mail.fl_str_mv
_version_ 1813715560107606016