1. Universidade Federal da Bahia
  2. Escola Politécnica
  3. Programa de Pós-Graduação em Energia e Ambiente (PPGEnAm)
  4. Tese (PPGEnAm)
Use este identificador para citar ou linkar para este item: https://repositorio.ufba.br/handle/ri/34967
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Campo DCValorIdioma
dc.creatorSantos, Tiago Assunção-
dc.date.accessioned2022-03-29T19:30:58Z-
dc.date.available2022-03-24-
dc.date.available2022-03-29T19:30:58Z-
dc.date.issued2022-10-07-
dc.identifier.urihttps://repositorio.ufba.br/handle/ri/34967-
dc.description.abstractThe Portland cement production process is responsible for high environmental impacts, with the exploration of deposits of these raw materials and emission of large amounts of CO2. In this context, the main objective of the present work was to analyze the technical feasibility of using granitic rock fines (GRF), waste generated in the process of producing aggregates for civil construction and asbestos cement waste tile (ACW), aimed at making Portland cement. Regarding the GRF, it was observed that there are no studies that aim to use this residue in the production of Portland clinker as a partial substitute for clay. As for the RCA, it was noted that there is a lack of research aimed at analyzing the potential of this residue as a mineralizer. For this, the raw materials were characterized physically, chemically and mineralogically and, based on these results, the production of two types of cement was proposed. First, the reference cement was produced, containing approximately 95% of limestone and 5% of clay, by mass, with clinkerization at a temperature of 1450 °C. Then, the second type of cement was produced, replacing FRG clay, in the contents of 25%, 50%, 75% and 100%, by mass, with clinkerization at a temperature of 1450 °C. In the production of the third type of cement, the limestone and clay mixture was replaced by RCA, at levels of 24%, 49%, 74% and 86%, by mass, with clinkerization at temperatures of 1450 °C, 1400 °C, 1350 °C and 1300 °C. The cements produced were characterized by physical-mechanical and expandability analysis, evaluation of hydration (calorimetry) and phase formation (XRD and Thermogravimetry). For cements produced with GRF it was observed that there was an increase in the alite content (C3S), when compared to the reference cement, and for those with 50% and 100% GRF content in the clinker flour, similar mechanical strengths were observed in the reference cement, although it does not impact CO2 emission. For cements produced with ACW, it was found that those produced at 1350°C and with 74% replacement of the clay-limestone mixture by ACW had mechanical resistance similar to that observed in the reference cement (without the addition of ACW), in addition to lower CO2 emission and energy consumption.pt_BR
dc.description.sponsorshipCAPESpt_BR
dc.languageporpt_BR
dc.publisherUniversidade Federal da Bahiapt_BR
dc.rightsAcesso Abertopt_BR
dc.subjectCimento Portlandpt_BR
dc.subjectClínquer Portlandpt_BR
dc.subjectFinos de rocha granítica (FRG)pt_BR
dc.subjectResíduo de cimento-amianto (RCA)pt_BR
dc.subject.otherPortland cementpt_BR
dc.subject.otherPortland clinkerpt_BR
dc.subject.otherGranitic rock finespt_BR
dc.subject.otherAsbestos cement tile wastept_BR
dc.titleObtenção de clínquer Portland a partir da utilização do fino de rocha granítica (FRG) e do resíduo de telhas de cimento-amianto (RCA) como matérias-primas alternativaspt_BR
dc.title.alternativeObtaining Portland clinker from the use of fine granite rock (FRG) and waste of asbestos cement tiles (RCA) as alternative raw materialspt_BR
dc.typeTesept_BR
dc.contributor.refereesDias, Cléber Marcos Ribeiro-
dc.publisher.programCentro Interdisciplinar de Energia e Ambiente (CIEnAm-PG) pt_BR
dc.publisher.initialsUFBApt_BR
dc.publisher.countryBrasilpt_BR
dc.subject.cnpqCNPQ::CIENCIAS EXATAS E DA TERRApt_BR
dc.contributor.advisor1Véras Ribeiro, Daniel-
dc.contributor.advisor1ID0000-0003-3328-1489pt_BR
dc.contributor.advisor1Latteshttp://lattes.cnpq.br/4754562885515304pt_BR
dc.contributor.advisor2Cilla, Marcelo Strozi-
dc.contributor.advisor2ID0000-0001-7984-6620pt_BR
dc.contributor.advisor2Latteshttp://lattes.cnpq.br/8254610220451251pt_BR
dc.contributor.referee1Véras Ribeiro, Daniel-
dc.contributor.referee1ID0000-0003-3328-1489pt_BR
dc.contributor.referee1Latteshttp://lattes.cnpq.br/4754562885515304pt_BR
dc.contributor.referee2Cilla, Marcelo Strozi-
dc.contributor.referee2ID0000-0001-7984-6620pt_BR
dc.contributor.referee2Latteshttp://lattes.cnpq.br/8254610220451251pt_BR
dc.contributor.referee3Labrincha, João Antònio Baptista-
dc.contributor.referee3ID0000-0003-4782-1685pt_BR
dc.contributor.referee4Kirchheim, Ana Paula-
dc.contributor.referee4ID0000-0002-8241-0331pt_BR
dc.contributor.referee4Latteshttp://lattes.cnpq.br/4014435019322019pt_BR
dc.contributor.referee5Raupp-Pereira, Fabiano-
dc.contributor.referee5ID0000-0002-5724-4669pt_BR
dc.contributor.referee5Latteshttp://lattes.cnpq.br/2616924470033117pt_BR
dc.creator.Lattes6399023015120498pt_BR
dc.description.resumoO processo de produção do cimento Portland é responsável por elevados impactos ambientais, com a exploração das jazidas dessas matérias-primas e emissão de grandes quantidades de CO2. Neste contexto, o presente trabalho teve como principal objetivo analisar a viabilidade técnica do uso dos finos de rocha granítica (FRG), resíduo gerado no processo de produção de agregados para a construção civil e da telha de resíduo de cimento-amianto (RCA), visando a confecção de cimento Portland. Em relação aos FRG, observou-se que não há trabalhos que tenham como objetivo utilizar este resíduo na produção de clínquer Portland como substituto parcial da argila. Quanto aos RCA, notou-se que escassez de pesquisas que tenham como objetivo analisar o potencial deste resíduo como mineralizante. Para isto, as matérias primas foram caracterizadas física, química e mineralogicamente e, a partir destes resultados, foi proposta a produção de dois tipos de cimento. Primeiramente foi produzido o cimento referência contendo aproximadamente 95% de calcário e 5% de argila, em massa, com clinquerização na temperatura de 1450 °C. Em seguida, foi produzido o segundo tipo de cimento com substituindo a argila FRG, nos teores de 25%, 50%, 75% e 100%, em massa, com clinquerização na temperatura de 1450 °C. Na produção do terceiro tipo de cimento, a mistura calcário e argila foi substituída pelo RCA, nos teores de 24%, 49%, 74% e 86%, em massa, com clinquerização nas temperaturas de 1450 °C, 1400 °C, 1350 °C e 1300 °C. Os cimentos produzidos foram caracterizados por meio de análise físico-mecânica e da expansibilidade, avaliação da hidratação (calorimetria) e formação de fases (DRX e Termogravimetria). Para os cimentos produzidos com FRG observou-se que houve um aumento do teor de alita (C3S), quando comparado ao cimento referência, sendo que para aqueles com teores de 50% e 100% de FRG na farinha do clínquer foram observadas resistências mecânicas similares à observadas no cimento de referência, apesar de não impactar na emissão de CO2. Para os cimentos produzidos com RCA, verificou-se que aqueles produzidos a 1350 °C e com 74% de substituição da mistura argila-calcário por RCA apresentaram resistência mecânica similar à observada no cimento de referência (sem adição de RCA), além de menores emissão de CO2 e consumo energético.pt_BR
dc.publisher.departmentEscola Politécnicapt_BR
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