Resistividade elétrica e absorção capilar de concretos compostos com cinza de lodo de ETA

Detalhes bibliográficos
Autor(a) principal: Amaral, Fábio Dischkaln do
Data de Publicação: 2015
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Manancial - Repositório Digital da UFSM
dARK ID: ark:/26339/0013000012x8h
Texto Completo: http://repositorio.ufsm.br/handle/1/32375
Resumo: The construction sector has been one of the most comprehensive for the application of these residues, because it allows the reintroduction of industrial rejects in the composition of mortars and concretes. Byproducts such as sewage sludge ash (SSA), rice husk ash (RHA) and blast furnace slag (BFS) enable its use in concrete, conferring durability conditions. In this work were investigated mixtures containing different amounts of SSA, RHA and BFS, the apparent electrical resistivity as been made conforming to the four electrode method (Wenner), water capillary absorption, according to ABNT NBR 9779 and compressive strength, by ABNT NBR 5739. Ten binders have been tested, water/binder ratio 0,35, 0,50 and 0,65 and tree type of curing, wet curing periods of 7, 14, 28, 56 and 91 days and wet curing periods of three and seven days, tested at 28 and 91 days. The Portland cement substitutions by SSA varied from 0% to 30%, with further ternary mixture of 20% BFS and 5% SSA, 20% BFS and 10% SSA, and quaternary, SSA 15%, 5% BFS and 5% RHA. In relation to water capillary absorption tests, it was found that with the increase in the curing time of three to seven days there was reduction in absorption of water by capillarity. In the test of apparent resistivity occurred increased with the reduction of the water/binder and an increase in the degree of hydration where the best results were obtained in mixtures with RHA, which had high apparent electrical resistivity of 257% compared to the reference concrete. Based on the tests performed, it was found that the partial replacement for cement concrete SSA, RHA and BFS gives benefits as regards the apparent electrical resistivity and capillary absorption.
id UFSM_925c6905e6fafaf5df291a3ac44016d7
oai_identifier_str oai:repositorio.ufsm.br:1/32375
network_acronym_str UFSM
network_name_str Manancial - Repositório Digital da UFSM
repository_id_str
spelling Resistividade elétrica e absorção capilar de concretos compostos com cinza de lodo de ETAElectrical resistivity and capillary absorption of concrete composed with sewage sludge ASHCinza de casca de arrozEscória de alto fornoDurabilidadeRice husk ashBlast furnace slagDurabilityCNPQ::ENGENHARIAS::ENGENHARIA CIVILThe construction sector has been one of the most comprehensive for the application of these residues, because it allows the reintroduction of industrial rejects in the composition of mortars and concretes. Byproducts such as sewage sludge ash (SSA), rice husk ash (RHA) and blast furnace slag (BFS) enable its use in concrete, conferring durability conditions. In this work were investigated mixtures containing different amounts of SSA, RHA and BFS, the apparent electrical resistivity as been made conforming to the four electrode method (Wenner), water capillary absorption, according to ABNT NBR 9779 and compressive strength, by ABNT NBR 5739. Ten binders have been tested, water/binder ratio 0,35, 0,50 and 0,65 and tree type of curing, wet curing periods of 7, 14, 28, 56 and 91 days and wet curing periods of three and seven days, tested at 28 and 91 days. The Portland cement substitutions by SSA varied from 0% to 30%, with further ternary mixture of 20% BFS and 5% SSA, 20% BFS and 10% SSA, and quaternary, SSA 15%, 5% BFS and 5% RHA. In relation to water capillary absorption tests, it was found that with the increase in the curing time of three to seven days there was reduction in absorption of water by capillarity. In the test of apparent resistivity occurred increased with the reduction of the water/binder and an increase in the degree of hydration where the best results were obtained in mixtures with RHA, which had high apparent electrical resistivity of 257% compared to the reference concrete. Based on the tests performed, it was found that the partial replacement for cement concrete SSA, RHA and BFS gives benefits as regards the apparent electrical resistivity and capillary absorption.Conselho Nacional de Pesquisa e Desenvolvimento Científico e Tecnológico - CNPqCoordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPESO setor da construção civil tem sido um dos mais abrangentes para a aplicação destes resíduos, pois possibilita a reintrodução dos rejeitos industriais na composição de argamassas e concretos. Tais subprodutos como a cinza de lodo de estação de tratamento de água (CLETA), cinza de casca de arroz (CCA) e escória de alto forno (EAF), possibilitam a sua utilização no concreto, conferindo-lhe condições de durabilidade. Neste trabalho foram investigadas misturas contendo diferentes teores de CLETA, CCA e EAF, através dos ensaios de resistividade elétrica aparente, conforme o método dos quatro eletrodos (Wenner), absorção de água por capilaridade, segundo a ABNT NBR 9779 e resistência à compressão axial, pela ABNT NBR 5739. Para isso, foram testadas dez misturas aglomerantes, nas relações água/aglomerante 0,35, 0,50 e 0,65 e três tipos de cura, cura úmida de 7, 14, 28, 56 e 91 dias, cura úmida de três e cura úmida de sete dias, sendo ensaiados aos 28 e 91 dias. As substituições do cimento Portland por CLETA variaram 0% a 30%, havendo ainda misturas ternárias, 20% CLETA e 5% EAF, 20% CLETA e 10% EAF, e quaternária, 15% CLETA, 5% EAF e 5% CCA. Em relação aos ensaios de absorção de água por capilaridade, constatou-se que com o acréscimo no período de cura, de três para sete dias, houve redução na absorção de água por capilaridade. No ensaio de resistividade elétrica aparente, ocorreu aumentou com a redução da relação água/aglomerante e aumento no grau de hidratação, onde os melhores resultados foram encontrados nas misturas com CCA, que apresentaram elevação da resistividade elétrica aparente de 257% em relação ao concreto referência. Sendo assim, a partir dos ensaios realizados, verificou-se que a substituição parcial do cimento por CLETA, CCA e EAF confere benefícios ao concreto no que diz respeito à resistividade elétrica aparente e a absorção capilar.Universidade Federal de Santa MariaBrasilEngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia CivilCentro de TecnologiaGastaldini, Antonio Luiz Guerra Gastaldinihttp://lattes.cnpq.br/9293085240832049Isaia, Geraldo CechellaSantos Neto, Almir Barros da SilvaAmaral, Fábio Dischkaln do2024-07-19T12:01:00Z2024-07-19T12:01:00Z2015-01-13info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisapplication/pdfhttp://repositorio.ufsm.br/handle/1/32375ark:/26339/0013000012x8hporAttribution-NonCommercial-NoDerivatives 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessreponame:Manancial - Repositório Digital da UFSMinstname:Universidade Federal de Santa Maria (UFSM)instacron:UFSM2024-07-19T12:01:00Zoai:repositorio.ufsm.br:1/32375Biblioteca Digital de Teses e Dissertaçõeshttps://repositorio.ufsm.br/ONGhttps://repositorio.ufsm.br/oai/requestatendimento.sib@ufsm.br||tedebc@gmail.comopendoar:2024-07-19T12:01Manancial - Repositório Digital da UFSM - Universidade Federal de Santa Maria (UFSM)false
dc.title.none.fl_str_mv Resistividade elétrica e absorção capilar de concretos compostos com cinza de lodo de ETA
Electrical resistivity and capillary absorption of concrete composed with sewage sludge ASH
title Resistividade elétrica e absorção capilar de concretos compostos com cinza de lodo de ETA
spellingShingle Resistividade elétrica e absorção capilar de concretos compostos com cinza de lodo de ETA
Amaral, Fábio Dischkaln do
Cinza de casca de arroz
Escória de alto forno
Durabilidade
Rice husk ash
Blast furnace slag
Durability
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
title_short Resistividade elétrica e absorção capilar de concretos compostos com cinza de lodo de ETA
title_full Resistividade elétrica e absorção capilar de concretos compostos com cinza de lodo de ETA
title_fullStr Resistividade elétrica e absorção capilar de concretos compostos com cinza de lodo de ETA
title_full_unstemmed Resistividade elétrica e absorção capilar de concretos compostos com cinza de lodo de ETA
title_sort Resistividade elétrica e absorção capilar de concretos compostos com cinza de lodo de ETA
author Amaral, Fábio Dischkaln do
author_facet Amaral, Fábio Dischkaln do
author_role author
dc.contributor.none.fl_str_mv Gastaldini, Antonio Luiz Guerra Gastaldini
http://lattes.cnpq.br/9293085240832049
Isaia, Geraldo Cechella
Santos Neto, Almir Barros da Silva
dc.contributor.author.fl_str_mv Amaral, Fábio Dischkaln do
dc.subject.por.fl_str_mv Cinza de casca de arroz
Escória de alto forno
Durabilidade
Rice husk ash
Blast furnace slag
Durability
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
topic Cinza de casca de arroz
Escória de alto forno
Durabilidade
Rice husk ash
Blast furnace slag
Durability
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
description The construction sector has been one of the most comprehensive for the application of these residues, because it allows the reintroduction of industrial rejects in the composition of mortars and concretes. Byproducts such as sewage sludge ash (SSA), rice husk ash (RHA) and blast furnace slag (BFS) enable its use in concrete, conferring durability conditions. In this work were investigated mixtures containing different amounts of SSA, RHA and BFS, the apparent electrical resistivity as been made conforming to the four electrode method (Wenner), water capillary absorption, according to ABNT NBR 9779 and compressive strength, by ABNT NBR 5739. Ten binders have been tested, water/binder ratio 0,35, 0,50 and 0,65 and tree type of curing, wet curing periods of 7, 14, 28, 56 and 91 days and wet curing periods of three and seven days, tested at 28 and 91 days. The Portland cement substitutions by SSA varied from 0% to 30%, with further ternary mixture of 20% BFS and 5% SSA, 20% BFS and 10% SSA, and quaternary, SSA 15%, 5% BFS and 5% RHA. In relation to water capillary absorption tests, it was found that with the increase in the curing time of three to seven days there was reduction in absorption of water by capillarity. In the test of apparent resistivity occurred increased with the reduction of the water/binder and an increase in the degree of hydration where the best results were obtained in mixtures with RHA, which had high apparent electrical resistivity of 257% compared to the reference concrete. Based on the tests performed, it was found that the partial replacement for cement concrete SSA, RHA and BFS gives benefits as regards the apparent electrical resistivity and capillary absorption.
publishDate 2015
dc.date.none.fl_str_mv 2015-01-13
2024-07-19T12:01:00Z
2024-07-19T12:01:00Z
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.uri.fl_str_mv http://repositorio.ufsm.br/handle/1/32375
dc.identifier.dark.fl_str_mv ark:/26339/0013000012x8h
url http://repositorio.ufsm.br/handle/1/32375
identifier_str_mv ark:/26339/0013000012x8h
dc.language.iso.fl_str_mv por
language por
dc.rights.driver.fl_str_mv Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Federal de Santa Maria
Brasil
Engenharia Civil
UFSM
Programa de Pós-Graduação em Engenharia Civil
Centro de Tecnologia
publisher.none.fl_str_mv Universidade Federal de Santa Maria
Brasil
Engenharia Civil
UFSM
Programa de Pós-Graduação em Engenharia Civil
Centro de Tecnologia
dc.source.none.fl_str_mv reponame:Manancial - Repositório Digital da UFSM
instname:Universidade Federal de Santa Maria (UFSM)
instacron:UFSM
instname_str Universidade Federal de Santa Maria (UFSM)
instacron_str UFSM
institution UFSM
reponame_str Manancial - Repositório Digital da UFSM
collection Manancial - Repositório Digital da UFSM
repository.name.fl_str_mv Manancial - Repositório Digital da UFSM - Universidade Federal de Santa Maria (UFSM)
repository.mail.fl_str_mv atendimento.sib@ufsm.br||tedebc@gmail.com
_version_ 1815172438841884672