Penetração de cloretos em concretos compostos com diferentes teores de cinza de casca de arroz

Detalhes bibliográficos
Autor(a) principal: Missau, Fabiano
Data de Publicação: 2004
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Manancial - Repositório Digital da UFSM
Texto Completo: http://repositorio.ufsm.br/handle/1/7674
Resumo: The service life of concrete structures can be extended by controlling aggressive agents often found in the environment that attack concrete. Such agents may cause structures to deteriorate and result in technical losses (physical damage) and financial losses (repair costs). Chloride ions are among the most aggressive agents that attack concrete structures, causing steel bar corrosion. Several research studies have been performed to develop a concrete composition that would lend optimal chloride ion protection. The present study investigated the chloride resistance behavior of concrete compositions using different contents of rice husk ash (RHA). The concrete samples were tested for axial compressive strength, chloride penetration ASTM C 1202 (RCPT), chloride retention, chloride penetration by silver nitrate spray, mercury porosimetry and pore solution composition. Binder mixtures with 10%, 20% and 30% RHA were investigated and compared with the cement-only reference sample. Test results show that higher RHA concentrations yielded a drop in the charge passed, in the concentration of retained chloride, in the mercury intrusion volume, in the critical diameter and in specific electrical conductivity. At the same time, the chloride penetration depth measured by silver nitrate spray increased. This behavior can be attributed to a reduction in chloride retention and a lower concentration of aluminates resulting from the lower cement content used, a factor that has a more significant influence that the changes in pore structure. A strong correlation was observed between chloride penetration and compressive strength, the concentration of retained chloride, the mercury intrusion volume, the critical diameter and the specific electrical conductivity.
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spelling Penetração de cloretos em concretos compostos com diferentes teores de cinza de casca de arrozChloride penetration in concrete compositions with different contents of rice husk ashEngenharia civilConcretoCinza de casca de arrozMateriais de construcaoCloretoEstrutura de concretoCNPQ::ENGENHARIAS::ENGENHARIA CIVILThe service life of concrete structures can be extended by controlling aggressive agents often found in the environment that attack concrete. Such agents may cause structures to deteriorate and result in technical losses (physical damage) and financial losses (repair costs). Chloride ions are among the most aggressive agents that attack concrete structures, causing steel bar corrosion. Several research studies have been performed to develop a concrete composition that would lend optimal chloride ion protection. The present study investigated the chloride resistance behavior of concrete compositions using different contents of rice husk ash (RHA). The concrete samples were tested for axial compressive strength, chloride penetration ASTM C 1202 (RCPT), chloride retention, chloride penetration by silver nitrate spray, mercury porosimetry and pore solution composition. Binder mixtures with 10%, 20% and 30% RHA were investigated and compared with the cement-only reference sample. Test results show that higher RHA concentrations yielded a drop in the charge passed, in the concentration of retained chloride, in the mercury intrusion volume, in the critical diameter and in specific electrical conductivity. At the same time, the chloride penetration depth measured by silver nitrate spray increased. This behavior can be attributed to a reduction in chloride retention and a lower concentration of aluminates resulting from the lower cement content used, a factor that has a more significant influence that the changes in pore structure. A strong correlation was observed between chloride penetration and compressive strength, the concentration of retained chloride, the mercury intrusion volume, the critical diameter and the specific electrical conductivity.Uma das formas de aumentar a vida útil de uma estrutura de concreto é o controle da ação dos agentes agressivos, em geral oriundos do meio ambiente. Estes agentes ocasionam o processo de degradação das estruturas, acarretando prejuízos tanto do ponto de vista técnico danos causados como do ponto de vista econômico custos de recuperação. Os íons cloreto constituem-se um dos mais nocivos agentes agressivos das estruturas de concreto, causando corrosão das armaduras. Assim, inúmeras pesquisas tem sido realizadas com o intuito de descobrir uma composição do concreto que apresente melhor desempenho. Com essa preocupação, o presente trabalho teve por objetivo investigar o comportamento frente a cloretos de concretos compostos com diferentes teores de cinza de casca de arroz. Foram realizados ensaios para a determinação da resistência à compressão axial, da penetração de cloretos ASTM C 1202, de cloretos retidos, da penetração de cloretos pelo método de aspersão de nitrato de prata, da porosimetria de mercúrio e da composição da solução aquosa dos poros. Foram investigadas misturas aglomerantes com teores de cinza de casca de arroz de 10%, 20% e 30%, e confrontadas com uma de referência contendo somente cimento (CPVARI). Dos resultados obtidos, verificou-se que o aumento no teor de cinza de casca de arroz resultou numa diminuição na carga passante, no teor de cloreto retido, no volume de intrusão de mercúrio e diâmetro crítico, na condutividade elétrica específica, e aumentou a profundidade de penetração de cloreto avaliada pela aspersão do nitrato de prata. Acredita-se que este comportamento deva-se à diminuição na retenção de cloreto, pelo menor teor de fase líquida, devido à redução no teor de cimento. Isso tudo acarretou uma influência mais significante na estrutura do concreto que a alteração na estrutura de poros. Observou-se, por fim, forte correlação entre a penetração de cloretos, a resistência à compressão, o teor de cloreto retido, o volume de intrusão de mercúrio, o diâmetro crítico e a condutividade elétrica específica.Universidade Federal de Santa MariaBREngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia CivilGastaldini, Antonio Luiz Guerrahttp://lattes.cnpq.br/9293085240832049Isaia, Geraldo Cechellahttp://lattes.cnpq.br/8260652949733370Kazmierczak, Claudio de Souzahttp://lattes.cnpq.br/8647433523617676Missau, Fabiano2007-12-202007-12-202004-12-21info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisapplication/pdfapplication/pdfMISSAU, Fabiano. Chloride penetration in concrete compositions with different contents of rice husk ash. 2004. 146 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Santa Maria, Santa Maria, 2004.http://repositorio.ufsm.br/handle/1/7674porinfo:eu-repo/semantics/openAccessreponame:Manancial - Repositório Digital da UFSMinstname:Universidade Federal de Santa Maria (UFSM)instacron:UFSM2022-09-13T11:53:33Zoai:repositorio.ufsm.br:1/7674Biblioteca Digital de Teses e Dissertaçõeshttps://repositorio.ufsm.br/ONGhttps://repositorio.ufsm.br/oai/requestatendimento.sib@ufsm.br||tedebc@gmail.comopendoar:2022-09-13T11:53:33Manancial - Repositório Digital da UFSM - Universidade Federal de Santa Maria (UFSM)false
dc.title.none.fl_str_mv Penetração de cloretos em concretos compostos com diferentes teores de cinza de casca de arroz
Chloride penetration in concrete compositions with different contents of rice husk ash
title Penetração de cloretos em concretos compostos com diferentes teores de cinza de casca de arroz
spellingShingle Penetração de cloretos em concretos compostos com diferentes teores de cinza de casca de arroz
Missau, Fabiano
Engenharia civil
Concreto
Cinza de casca de arroz
Materiais de construcao
Cloreto
Estrutura de concreto
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
title_short Penetração de cloretos em concretos compostos com diferentes teores de cinza de casca de arroz
title_full Penetração de cloretos em concretos compostos com diferentes teores de cinza de casca de arroz
title_fullStr Penetração de cloretos em concretos compostos com diferentes teores de cinza de casca de arroz
title_full_unstemmed Penetração de cloretos em concretos compostos com diferentes teores de cinza de casca de arroz
title_sort Penetração de cloretos em concretos compostos com diferentes teores de cinza de casca de arroz
author Missau, Fabiano
author_facet Missau, Fabiano
author_role author
dc.contributor.none.fl_str_mv Gastaldini, Antonio Luiz Guerra
http://lattes.cnpq.br/9293085240832049
Isaia, Geraldo Cechella
http://lattes.cnpq.br/8260652949733370
Kazmierczak, Claudio de Souza
http://lattes.cnpq.br/8647433523617676
dc.contributor.author.fl_str_mv Missau, Fabiano
dc.subject.por.fl_str_mv Engenharia civil
Concreto
Cinza de casca de arroz
Materiais de construcao
Cloreto
Estrutura de concreto
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
topic Engenharia civil
Concreto
Cinza de casca de arroz
Materiais de construcao
Cloreto
Estrutura de concreto
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
description The service life of concrete structures can be extended by controlling aggressive agents often found in the environment that attack concrete. Such agents may cause structures to deteriorate and result in technical losses (physical damage) and financial losses (repair costs). Chloride ions are among the most aggressive agents that attack concrete structures, causing steel bar corrosion. Several research studies have been performed to develop a concrete composition that would lend optimal chloride ion protection. The present study investigated the chloride resistance behavior of concrete compositions using different contents of rice husk ash (RHA). The concrete samples were tested for axial compressive strength, chloride penetration ASTM C 1202 (RCPT), chloride retention, chloride penetration by silver nitrate spray, mercury porosimetry and pore solution composition. Binder mixtures with 10%, 20% and 30% RHA were investigated and compared with the cement-only reference sample. Test results show that higher RHA concentrations yielded a drop in the charge passed, in the concentration of retained chloride, in the mercury intrusion volume, in the critical diameter and in specific electrical conductivity. At the same time, the chloride penetration depth measured by silver nitrate spray increased. This behavior can be attributed to a reduction in chloride retention and a lower concentration of aluminates resulting from the lower cement content used, a factor that has a more significant influence that the changes in pore structure. A strong correlation was observed between chloride penetration and compressive strength, the concentration of retained chloride, the mercury intrusion volume, the critical diameter and the specific electrical conductivity.
publishDate 2004
dc.date.none.fl_str_mv 2004-12-21
2007-12-20
2007-12-20
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 MISSAU, Fabiano. Chloride penetration in concrete compositions with different contents of rice husk ash. 2004. 146 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Santa Maria, Santa Maria, 2004.
http://repositorio.ufsm.br/handle/1/7674
identifier_str_mv MISSAU, Fabiano. Chloride penetration in concrete compositions with different contents of rice husk ash. 2004. 146 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Santa Maria, Santa Maria, 2004.
url http://repositorio.ufsm.br/handle/1/7674
dc.language.iso.fl_str_mv por
language por
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv Universidade Federal de Santa Maria
BR
Engenharia Civil
UFSM
Programa de Pós-Graduação em Engenharia Civil
publisher.none.fl_str_mv Universidade Federal de Santa Maria
BR
Engenharia Civil
UFSM
Programa de Pós-Graduação em Engenharia Civil
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
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