Estudo de fibrocimento com resíduos de pneu

Detalhes bibliográficos
Ano de defesa: 2015
Autor(a) principal: Dourado, David Cardoso
Orientador(a): Não Informado pela instituição
Banca de defesa: Não Informado pela instituição
Tipo de documento: Tese
Tipo de acesso: Acesso aberto
Idioma: por
Instituição de defesa: Universidade Federal de Lavras
Programa de Pós-Graduação em Engenharia Agrícola
UFLA
brasil
Departamento de Engenharia
Programa de Pós-Graduação: Não Informado pela instituição
Departamento: Não Informado pela instituição
País: Não Informado pela instituição
Palavras-chave em Português:
Ash
Link de acesso: http://repositorio.ufla.br/jspui/handle/1/10622
Resumo: The aim of this study was to evaluate the physical-mechanical performance of composite fiber cement extruded, produced with waste automobile tires. For that they were adopted the following percentages: para borracha de pneu - 0, 5, 10, 15 and 20% - tire for ash - 0, 2.5, 5, 7.5 and 10% relative to the total weight of the mixture. For all treatments was employed 60% of CPV-ARI cement, 33% of limestone; 1% of HPMC, 1% of ADVA more water. Among the materials evaluated, the best indicated was leading in its formulation the tire ash, especially the composite 5% of ash, which surpassed the other treatments evaluated as to water absorption, porosity, modulus of rupture, elastic modulus, limit of proportionality and tenacity, assigning the material the best physical and mechanical properties. In treatments that led tire particles, composite was observed in 10%, the best physical properties and composite particles tire 5%, the best mechanical properties. Both comopósitos that lead in its composition rubber particles as those that lead ashes, both attended the marketing standard NBR 12800 (ABNT, 1993) requiring water absorption of 37%. requiring water absorption of 37%. As for the results evaluated to Break Module (MOR), It is then NBR 15498 (ABNT, 2007) which ranked the composite leading rubber particles in class II and composite qeu lead tire ash in class III, this very last, with higher values of MOR.