Assessment of cover to reinforcement in slabs using different spacer and tying distances
Autor(a) principal: | |
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Data de Publicação: | 2015 |
Outros Autores: | , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Revista IBRACON de Estruturas e Materiais |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952015000500005 |
Resumo: | ABSTRACTGiven that the durability of structures is directly related to the thickness of the cover to reinforcement, it is essential to ensure minimum cover is achieved when building a structure. However, studies show that this is not always the case. One of the reasons for the this problem is the lack of indication, in structural projects, of the positioning of spacers. This situation is compounded by the lack of standards and regulations on the use of spacers (i.e. minimum quantities and required layout). This study assesses three different spacer distances and two different tying distances in order to examine the influence of these factors in the cover to reinforcement. To achieve so, three slabs were prepared in situ using different arrangements. After demoulding, cover thickness was determined using a digital covermeter. It was observed that the factors investigated have a significant influence in the final cover. |
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Assessment of cover to reinforcement in slabs using different spacer and tying distancesccoverspacertyingreinforced concreteABSTRACTGiven that the durability of structures is directly related to the thickness of the cover to reinforcement, it is essential to ensure minimum cover is achieved when building a structure. However, studies show that this is not always the case. One of the reasons for the this problem is the lack of indication, in structural projects, of the positioning of spacers. This situation is compounded by the lack of standards and regulations on the use of spacers (i.e. minimum quantities and required layout). This study assesses three different spacer distances and two different tying distances in order to examine the influence of these factors in the cover to reinforcement. To achieve so, three slabs were prepared in situ using different arrangements. After demoulding, cover thickness was determined using a digital covermeter. It was observed that the factors investigated have a significant influence in the final cover.IBRACON - Instituto Brasileiro do Concreto2015-10-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952015000500005Revista IBRACON de Estruturas e Materiais v.8 n.5 2015reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/S1983-41952015000500005info:eu-repo/semantics/openAccessMaran,A. P.Barreto,M. F. F. MennaRohden,A. B.Molin,D. C. C. DalMasuero,J. R.eng2015-11-11T00:00:00Zoai:scielo:S1983-41952015000500005Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2015-11-11T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false |
dc.title.none.fl_str_mv |
Assessment of cover to reinforcement in slabs using different spacer and tying distances |
title |
Assessment of cover to reinforcement in slabs using different spacer and tying distances |
spellingShingle |
Assessment of cover to reinforcement in slabs using different spacer and tying distances Maran,A. P. ccover spacer tying reinforced concrete |
title_short |
Assessment of cover to reinforcement in slabs using different spacer and tying distances |
title_full |
Assessment of cover to reinforcement in slabs using different spacer and tying distances |
title_fullStr |
Assessment of cover to reinforcement in slabs using different spacer and tying distances |
title_full_unstemmed |
Assessment of cover to reinforcement in slabs using different spacer and tying distances |
title_sort |
Assessment of cover to reinforcement in slabs using different spacer and tying distances |
author |
Maran,A. P. |
author_facet |
Maran,A. P. Barreto,M. F. F. Menna Rohden,A. B. Molin,D. C. C. Dal Masuero,J. R. |
author_role |
author |
author2 |
Barreto,M. F. F. Menna Rohden,A. B. Molin,D. C. C. Dal Masuero,J. R. |
author2_role |
author author author author |
dc.contributor.author.fl_str_mv |
Maran,A. P. Barreto,M. F. F. Menna Rohden,A. B. Molin,D. C. C. Dal Masuero,J. R. |
dc.subject.por.fl_str_mv |
ccover spacer tying reinforced concrete |
topic |
ccover spacer tying reinforced concrete |
description |
ABSTRACTGiven that the durability of structures is directly related to the thickness of the cover to reinforcement, it is essential to ensure minimum cover is achieved when building a structure. However, studies show that this is not always the case. One of the reasons for the this problem is the lack of indication, in structural projects, of the positioning of spacers. This situation is compounded by the lack of standards and regulations on the use of spacers (i.e. minimum quantities and required layout). This study assesses three different spacer distances and two different tying distances in order to examine the influence of these factors in the cover to reinforcement. To achieve so, three slabs were prepared in situ using different arrangements. After demoulding, cover thickness was determined using a digital covermeter. It was observed that the factors investigated have a significant influence in the final cover. |
publishDate |
2015 |
dc.date.none.fl_str_mv |
2015-10-01 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952015000500005 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952015000500005 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/S1983-41952015000500005 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
text/html |
dc.publisher.none.fl_str_mv |
IBRACON - Instituto Brasileiro do Concreto |
publisher.none.fl_str_mv |
IBRACON - Instituto Brasileiro do Concreto |
dc.source.none.fl_str_mv |
Revista IBRACON de Estruturas e Materiais v.8 n.5 2015 reponame:Revista IBRACON de Estruturas e Materiais instname:Instituto Brasileiro do Concreto (IBRACON) instacron:IBRACON |
instname_str |
Instituto Brasileiro do Concreto (IBRACON) |
instacron_str |
IBRACON |
institution |
IBRACON |
reponame_str |
Revista IBRACON de Estruturas e Materiais |
collection |
Revista IBRACON de Estruturas e Materiais |
repository.name.fl_str_mv |
Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON) |
repository.mail.fl_str_mv |
editores.riem@gmail.com||arlene@ibracon.org.br |
_version_ |
1754193604837900288 |