Return to search

Formula??o e caracteriza??o de comp?sitos ciment?cios leves aplicados a silos prefabricados

Submitted by Automa??o e Estat?stica (sst@bczm.ufrn.br) on 2016-10-25T22:17:10Z
No. of bitstreams: 1
TarcisioSantiagoGomesFilho_DISSERT.pdf: 1534480 bytes, checksum: faac2ad56388e9b97c2ec33df94d2a81 (MD5) / Approved for entry into archive by Arlan Eloi Leite Silva (eloihistoriador@yahoo.com.br) on 2016-12-16T18:01:17Z (GMT) No. of bitstreams: 1
TarcisioSantiagoGomesFilho_DISSERT.pdf: 1534480 bytes, checksum: faac2ad56388e9b97c2ec33df94d2a81 (MD5) / Made available in DSpace on 2016-12-16T18:01:17Z (GMT). No. of bitstreams: 1
TarcisioSantiagoGomesFilho_DISSERT.pdf: 1534480 bytes, checksum: faac2ad56388e9b97c2ec33df94d2a81 (MD5)
Previous issue date: 2015-05-29 / Coordena??o de Aperfei?oamento de Pessoal de N?vel Superior (CAPES) / Os silos de armazenamento s?o utilizados para estocagem de produtos por um determinado per?odo. Alimentos armazenados n?o podem sofrer varia??es bruscas de temperatura, o que impede a utiliza??o de silos met?licos em regi?es tropicais. Com isso, s?o comumente fabricados em concreto, diminuindo a troca de calor do meio externo com o interior. Diferente do concreto convencional, o concreto leve apresenta massa espec?fica aparente reduzida e bom isolamento t?rmico. O objetivo deste trabalho foi obter formula??es de concreto leve refor?ado com fibras de a?o e polipropileno, pass?veis de aplica??o na fabrica??o de silos para estocagem de gr?os. Foram formulados tra?os contendo fibras de polipropileno e tra?os contendo a fibra polim?rica em conjunto com a fibra de a?o. Para todas as composi??es foram utilizadas as mesmas concentra??es de aditivo plastificante e agregados. O agregado gra?do foi composto por duas gradua??es de argila expandida, a primeira entre 0 e 5 mm (AE-0500) e a segunda com gradua??o entre 6 e 15 mm (AE-1506). O agregado mi?do utilizado foi areia natural com m?dulo de finura de 2,31. O fator ?gua / cimento (FAC) foi mantido em 0,40. Foi poss?vel observar que a adi??o somada de 0,4% fibras de polipropileno e 0,6% fibra de a?o ocasionou redu??es significativas nos valores da porosidade total, ?ndice de vazios e absor??o de ?gua por imers?o, indicando redu??o na permeabilidade do comp?sito e prov?vel aumento na durabilidade. Em contrapartida, o tra?o contendo 0,1% de fibras de polipropileno e 0,9% de fibra de a?o, apresentou maiores valores de resist?ncia ? tra??o e de m?dulo de elasticidade. Todos os tra?os apresentaram resist?ncia acima de 19,2 MPa e massa espec?fica inferior a 1000 kg/m?, caracterizando-os como concretos estruturais leves. / The storage bins are used for storage of products for a certain period. Food stored can not undergo sudden changes in temperature, which prevents the use of metal silos in tropical regions. Thus, they are commonly made of concrete, reducing the heat exchange from the external environment with the interior. Unlike conventional concrete, lightweight concrete has reduced bulk density and good thermal insulation. The aim of this study was to obtain lightweight concrete formulations reinforced with steel and polypropylene fibers could be applied in the manufacture of silos for grain storage. Traces were formulated containing polypropylene fibers and the polymer fibers containing traces together with steel fiber. For all compositions the same concentrations of additive plasticizer and aggregates were used. The coarse aggregate is composed of two grades of expanded clay, the first between 0 and 5 mm (EA-0500) and the second graduation with between 6 and 15 mm (EA-1506). The fine aggregate used was natural sand with fineness modulus of 2.31. The factor water / cement (FAC) was maintained at 0.40. It was observed that the addition plus 0.4% polypropylene fibers and 0.6% steel fiber resulted in significant reductions in the values of total porosity, void ratio and water absorption, indicating a reduction in the permeability of the composite and probable increased durability. In contrast, the dash containing 0.1% of polypropylene fibers and 0.9% of steel fiber showed the highest values of tensile strength and modulus of elasticity. All traits showed resistance above 19.2 MPa and density less than 1000 kg / m?, characterizing them as lightweight structural concrete.

Identiferoai:union.ndltd.org:IBICT/oai:repositorio.ufrn.br:123456789/21473
Date29 May 2015
CreatorsGomes Filho, Tarc?sio Santiago
Contributors15724520800, N?brega, Andreza Kelly Costa, 02293726436, Melo, Marcus Antonio de Freitas, 04514998320, Silva, Moacir Guilhermino da, 08792690491, Martinelli, Antonio Eduardo
PublisherPROGRAMA DE P?S-GRADUA??O EM CI?NCIA E ENGENHARIA DE MATERIAIS, UFRN, Brasil
Source SetsIBICT Brazilian ETDs
LanguagePortuguese
Detected LanguageEnglish
Typeinfo:eu-repo/semantics/publishedVersion, info:eu-repo/semantics/masterThesis
Sourcereponame:Repositório Institucional da UFRN, instname:Universidade Federal do Rio Grande do Norte, instacron:UFRN
Rightsinfo:eu-repo/semantics/openAccess

Page generated in 0.0018 seconds