Avaliação de tubos de concreto reforçados com fibras de aço segundo a NBR 8890
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Data
2008-05-12
Autores
Fugii, Ana Paula [UNESP]
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Editor
Universidade Estadual Paulista (Unesp)
Resumo
Os tubos de concreto são utilizados em larga escala nas canalizações dos sistemas de abastecimento de água em diâmetros superiores a 400 mm, esgoto sanitário, drenagem pluvial, bueiro e travessia. Suas vantagens e aplicabilidade têm motivado diversas pesquisas sobre esse produto, dentre as quais podemos destacar a utilização de tubos de concreto reforçados com fibras de aço em substituição total da armadura. As fibras de aço quando adicionadas ao concreto melhoram algumas propriedades, tais como: tenacidade, limitação de abertura de fissuras e resistência ao impacto. A pesquisa objetiva analisar o comportamento mecânico de protótipos de tubos de concreto confeccionados com diferentes teores de adições de fibras de aço, tais como: 10 kg/m3, 15 kg/m3, 20 kg/m3, 25 kg/m3 e 30 kg/m3, em substituição total da armadura. Também foram fabricados tubos de concreto simples e armados para uma análise comparativa do comportamento mecânico entre aqueles e os tubos com fibras. Os tubos de concreto possuem 600 mm de diâmetro nominal e 1,5 m de comprimento, destinados aos sistemas de drenagem de águas pluviais. As fibras de aço utilizadas possuem fator de forma igual a 75 e apresentam as seguintes características: 60 mm de comprimento médio e 0,80 mm de diâmetro médio. Os corpos-de-prova cilíndricos foram submetidos aos ensaios: resistência à compressão axial, resistência à tração na compressão diametral, e os corpos-de- prova prismáticos foram submetidos aos ensaios de tenacidade enquanto os tubos de concreto foram submetidos aos ensaios: resistência à compressão diametral e absorção de água (amostras retiradas dos tubos após ensaio de compressão diametral). Dos ensaios realizados se destaca o ensaio de compressão diametral pelo fato...
The concrete pipe is widely used in plumbing systems in water supplying in higher diameters 400 mm, sewage, water rain drainage, storm drain and crossing. Its advantages and functions have motivated a lot of researches about this product, among them can point out used concrete pipes reinforced with steel fibers replacing the conventional framework. The steel fibers when added concrete improvement some properties, such as: flexural toughness, limitation crack width and high strain rates strength. The current text refers to a study developed to evaluate the mechanical behavior of manufactured prototypes with steel fibers added in different contents, such as: 10 kg/m3, 15 kg/m3, 20 kg/m3, 25 kg/m3 e 30 kg/m3, replacing the conventional framework. Also were manufactured simple concrete pipes and concrete pipes with framework for analysis to compare the mechanical behavior between that one and steel fibers. The pipes used have 600 mm nominal diameter and 1,5 m length, used in systems in water rain drainage. The steel fibers used have aspect ratio 75 and present characteristics: 60 mm medium length and 0,80 mm medium diameter. The circular specimens were submitted the testing for: compressive strength, tensile strength by diametrical compressive, and the rectangular specimens were submittes the testing for flexural toughness while the concrete pipes were submitted the testing for: diametrical compressive strength and absorption of water (sample retreat of pipes after the testing for diametrical compressive strength). The testing for realized to point for diametrical compressive strength because the testing for the same concrete pipe and all particular characteristics for observed. The Brazilian specification NBR 8890 (ABNT, 2007) specify the testing for diametrical compressive... (Complete abstract click electronic access below)
The concrete pipe is widely used in plumbing systems in water supplying in higher diameters 400 mm, sewage, water rain drainage, storm drain and crossing. Its advantages and functions have motivated a lot of researches about this product, among them can point out used concrete pipes reinforced with steel fibers replacing the conventional framework. The steel fibers when added concrete improvement some properties, such as: flexural toughness, limitation crack width and high strain rates strength. The current text refers to a study developed to evaluate the mechanical behavior of manufactured prototypes with steel fibers added in different contents, such as: 10 kg/m3, 15 kg/m3, 20 kg/m3, 25 kg/m3 e 30 kg/m3, replacing the conventional framework. Also were manufactured simple concrete pipes and concrete pipes with framework for analysis to compare the mechanical behavior between that one and steel fibers. The pipes used have 600 mm nominal diameter and 1,5 m length, used in systems in water rain drainage. The steel fibers used have aspect ratio 75 and present characteristics: 60 mm medium length and 0,80 mm medium diameter. The circular specimens were submitted the testing for: compressive strength, tensile strength by diametrical compressive, and the rectangular specimens were submittes the testing for flexural toughness while the concrete pipes were submitted the testing for: diametrical compressive strength and absorption of water (sample retreat of pipes after the testing for diametrical compressive strength). The testing for realized to point for diametrical compressive strength because the testing for the same concrete pipe and all particular characteristics for observed. The Brazilian specification NBR 8890 (ABNT, 2007) specify the testing for diametrical compressive... (Complete abstract click electronic access below)
Descrição
Palavras-chave
Canalização de concreto, Tubos de concreto, Fibras de aço, Concrete pipes, Steel fibers
Como citar
FUGII, Ana Paula. Avaliação de tubos de concreto reforçados com fibras de aço segundo a NBR 8890. 2008. 161 f. Dissertação (mestrado) - Universidade Estadual Paulista, Faculdade de Engenharia de Ilha Solteira, 2008.