Resistividade elétrica e absorção capilar de concretos compostos com cinza de lodo de ETA
Autor(a) principal: | |
---|---|
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 |