Lightweight concrete masonry blocks produced with: tire rubber and metakaolin

Detalhes bibliográficos
Autor(a) principal: Fioriti, C. [UNESP]
Data de Publicação: 2020
Outros Autores: Segantini, R. [UNESP], Pinheiro, J. [UNESP], Akasaki, J. [UNESP], Sposito, F. [UNESP]
Tipo de documento: Artigo
Idioma: spa
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://hdl.handle.net/11449/209136
Resumo: This paper presents the evaluation of lightweight concrete masonry blocks, incorporated with tire rubber and metakaolin, aiming reduce its bulk density and obtaining dimensional values of compressive strength and water absorption in according to the Brazilian standard ABNT NBR 6136: 2016. Three mixtures of concrete were produced by the replacement of 9%, 18% and 27% (by volume) of the fine aggregate by tire rubber, and one mixture without rubber (reference). In all mixtures the procedure of replacing 10% (by weight) of cement to metakaolin was adopted. Family M-15x30 of concrete blocks were performed using an entirely manual process, with PVC molds and PET bottle devices to casting the hollow characteristic of blocks. The results indicated that the concretes produced with rubber and metakaolin provided bulk density values lower than 2000 kg/m(3), thus featuring lightweight concrete characteristics. In the dimensional verification, all the blocks series produced reached of requirements of the current standard. Although only the R0, R1 and R2 series had structural function, however all mixtures achieved water absorption ratio lower than 13%. Therefore, the tire rubber as fine aggregate in concrete masonry blocks is thought to be a good alternative for reuse of this waste material.
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spelling Lightweight concrete masonry blocks produced with: tire rubber and metakaolinMasonry blocklightweight concretewaste tire rubbermetakaolinalternative materialThis paper presents the evaluation of lightweight concrete masonry blocks, incorporated with tire rubber and metakaolin, aiming reduce its bulk density and obtaining dimensional values of compressive strength and water absorption in according to the Brazilian standard ABNT NBR 6136: 2016. Three mixtures of concrete were produced by the replacement of 9%, 18% and 27% (by volume) of the fine aggregate by tire rubber, and one mixture without rubber (reference). In all mixtures the procedure of replacing 10% (by weight) of cement to metakaolin was adopted. Family M-15x30 of concrete blocks were performed using an entirely manual process, with PVC molds and PET bottle devices to casting the hollow characteristic of blocks. The results indicated that the concretes produced with rubber and metakaolin provided bulk density values lower than 2000 kg/m(3), thus featuring lightweight concrete characteristics. In the dimensional verification, all the blocks series produced reached of requirements of the current standard. Although only the R0, R1 and R2 series had structural function, however all mixtures achieved water absorption ratio lower than 13%. Therefore, the tire rubber as fine aggregate in concrete masonry blocks is thought to be a good alternative for reuse of this waste material.Univ Estadual Paulista, Sao Paulo, BrazilUniv Estadual Paulista, Sao Paulo, BrazilPontificia Univ Catolica Chile, Dept Ingenieria & Gestion ConstruccionUniversidade Estadual Paulista (Unesp)Fioriti, C. [UNESP]Segantini, R. [UNESP]Pinheiro, J. [UNESP]Akasaki, J. [UNESP]Sposito, F. [UNESP]2021-06-25T11:49:36Z2021-06-25T11:49:36Z2020-12-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article295-307Revista Ingenieria De Construccion. Santiago: Pontificia Univ Catolica Chile, Dept Ingenieria & Gestion Construccion, v. 35, n. 3, p. 295-307, 2020.0716-2952http://hdl.handle.net/11449/209136WOS:000612089300006Web of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPspaRevista Ingenieria De Construccioninfo:eu-repo/semantics/openAccess2021-10-23T19:23:34Zoai:repositorio.unesp.br:11449/209136Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T19:25:25.021580Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Lightweight concrete masonry blocks produced with: tire rubber and metakaolin
title Lightweight concrete masonry blocks produced with: tire rubber and metakaolin
spellingShingle Lightweight concrete masonry blocks produced with: tire rubber and metakaolin
Fioriti, C. [UNESP]
Masonry block
lightweight concrete
waste tire rubber
metakaolin
alternative material
title_short Lightweight concrete masonry blocks produced with: tire rubber and metakaolin
title_full Lightweight concrete masonry blocks produced with: tire rubber and metakaolin
title_fullStr Lightweight concrete masonry blocks produced with: tire rubber and metakaolin
title_full_unstemmed Lightweight concrete masonry blocks produced with: tire rubber and metakaolin
title_sort Lightweight concrete masonry blocks produced with: tire rubber and metakaolin
author Fioriti, C. [UNESP]
author_facet Fioriti, C. [UNESP]
Segantini, R. [UNESP]
Pinheiro, J. [UNESP]
Akasaki, J. [UNESP]
Sposito, F. [UNESP]
author_role author
author2 Segantini, R. [UNESP]
Pinheiro, J. [UNESP]
Akasaki, J. [UNESP]
Sposito, F. [UNESP]
author2_role author
author
author
author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (Unesp)
dc.contributor.author.fl_str_mv Fioriti, C. [UNESP]
Segantini, R. [UNESP]
Pinheiro, J. [UNESP]
Akasaki, J. [UNESP]
Sposito, F. [UNESP]
dc.subject.por.fl_str_mv Masonry block
lightweight concrete
waste tire rubber
metakaolin
alternative material
topic Masonry block
lightweight concrete
waste tire rubber
metakaolin
alternative material
description This paper presents the evaluation of lightweight concrete masonry blocks, incorporated with tire rubber and metakaolin, aiming reduce its bulk density and obtaining dimensional values of compressive strength and water absorption in according to the Brazilian standard ABNT NBR 6136: 2016. Three mixtures of concrete were produced by the replacement of 9%, 18% and 27% (by volume) of the fine aggregate by tire rubber, and one mixture without rubber (reference). In all mixtures the procedure of replacing 10% (by weight) of cement to metakaolin was adopted. Family M-15x30 of concrete blocks were performed using an entirely manual process, with PVC molds and PET bottle devices to casting the hollow characteristic of blocks. The results indicated that the concretes produced with rubber and metakaolin provided bulk density values lower than 2000 kg/m(3), thus featuring lightweight concrete characteristics. In the dimensional verification, all the blocks series produced reached of requirements of the current standard. Although only the R0, R1 and R2 series had structural function, however all mixtures achieved water absorption ratio lower than 13%. Therefore, the tire rubber as fine aggregate in concrete masonry blocks is thought to be a good alternative for reuse of this waste material.
publishDate 2020
dc.date.none.fl_str_mv 2020-12-01
2021-06-25T11:49:36Z
2021-06-25T11:49:36Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv Revista Ingenieria De Construccion. Santiago: Pontificia Univ Catolica Chile, Dept Ingenieria & Gestion Construccion, v. 35, n. 3, p. 295-307, 2020.
0716-2952
http://hdl.handle.net/11449/209136
WOS:000612089300006
identifier_str_mv Revista Ingenieria De Construccion. Santiago: Pontificia Univ Catolica Chile, Dept Ingenieria & Gestion Construccion, v. 35, n. 3, p. 295-307, 2020.
0716-2952
WOS:000612089300006
url http://hdl.handle.net/11449/209136
dc.language.iso.fl_str_mv spa
language spa
dc.relation.none.fl_str_mv Revista Ingenieria De Construccion
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 295-307
dc.publisher.none.fl_str_mv Pontificia Univ Catolica Chile, Dept Ingenieria & Gestion Construccion
publisher.none.fl_str_mv Pontificia Univ Catolica Chile, Dept Ingenieria & Gestion Construccion
dc.source.none.fl_str_mv Web of Science
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
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