Using conformity control of concrete compressive strength for construction site classification
Autor(a) principal: | |
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Data de Publicação: | 2013 |
Outros Autores: | , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | http://hdl.handle.net/1822/28973 |
Resumo: | The accomplishment of the required strength class in concrete design is very important to avoid the development of pathologies into the concrete structures. This paper intends to evaluate the design required and the obtained strength classes of the concretes produced in ten different construction sites located in the north of Portugal. The strength classes were determined testing standard specimens. In order to know the in-situ compressive strength, cores were also extracted and tested. It was found that the in-situ compressive strength classes were higher than the obtained through the standard moulded specimens. These unexpected results can be explained due to a lack of knowledge and inspection on the manufacture of the specimens. The more extensive, fast and tight is the inspection, the better the control and the corrections in time, in order to maintain the quality of concrete used. It is important for a proper awareness, a training of the persons involved in this matter. Considering all the results obtained a construction site coefficient is proposed in order to classify the construction sites. |
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Using conformity control of concrete compressive strength for construction site classificationFolosirea controlului de conformitate a rezistenţei la compresiune a betonului în vederea clasificării santierelor de construcţiiConcrete technology & manufactureQuality controlCompressive strengthThe accomplishment of the required strength class in concrete design is very important to avoid the development of pathologies into the concrete structures. This paper intends to evaluate the design required and the obtained strength classes of the concretes produced in ten different construction sites located in the north of Portugal. The strength classes were determined testing standard specimens. In order to know the in-situ compressive strength, cores were also extracted and tested. It was found that the in-situ compressive strength classes were higher than the obtained through the standard moulded specimens. These unexpected results can be explained due to a lack of knowledge and inspection on the manufacture of the specimens. The more extensive, fast and tight is the inspection, the better the control and the corrections in time, in order to maintain the quality of concrete used. It is important for a proper awareness, a training of the persons involved in this matter. Considering all the results obtained a construction site coefficient is proposed in order to classify the construction sites.Realizarea clasei de rezistenţă, necesare la proiectarea betonului, este foarte importantă pentru evitarea patologiei structurilor din beton. Lucrarea îşi propune să evalueye clasele de beton pe baza rezistenţelor proiectate şi a celor obţinute în zece şantiere de construcţii diferite, localizate în nordul Portugaliei. Clasele de rezistenţă s-au determinat prin testarea unor epruvete standard. Pentru determinarea rezistenţelor la compresiune in situ, au fost extrase carote din structurile reale şi încercate la compresiune. S-a constatat că toate clasele de rezistenţă in situ, au fost mai ridicate decâtcele obţinute pe epruvete turante în tipare. Aceste rezultate neaşteptate se pot explica prin lipsa inspecţiei la fabricarea epruvetelor. Cu cât inspecţia este mai cuprinzătoare, mai rapidă şi mai exigentă cu atât este mai bun controlul şi corecţia în timp pentru menţinerea calităţii betonului folosit. Această acţiune este importantă pentru o conştientizare corespunzătoare şi pentru o pregătire adecvată a persoanelor implicate în acest proces. Prin luarea în considerare a rezultatelor obţinute, se propune un coeficient de evaluare a şantierului în scopul clasificării şantierelor de construcţie.Gheorghe Asachi Technical University of IASI 1Universidade do MinhoCunha, P. J.Aguiar, J. L. Barroso deOliveira, PedroCamões, Aires2013-122013-12-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/28973eng2068-4762http://www.ce.tuiasi.ro/~bipcons/Archive/419.pdfinfo:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-07-21T12:29:46Zoai:repositorium.sdum.uminho.pt:1822/28973Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:24:49.391459Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse |
dc.title.none.fl_str_mv |
Using conformity control of concrete compressive strength for construction site classification Folosirea controlului de conformitate a rezistenţei la compresiune a betonului în vederea clasificării santierelor de construcţii |
title |
Using conformity control of concrete compressive strength for construction site classification |
spellingShingle |
Using conformity control of concrete compressive strength for construction site classification Cunha, P. J. Concrete technology & manufacture Quality control Compressive strength |
title_short |
Using conformity control of concrete compressive strength for construction site classification |
title_full |
Using conformity control of concrete compressive strength for construction site classification |
title_fullStr |
Using conformity control of concrete compressive strength for construction site classification |
title_full_unstemmed |
Using conformity control of concrete compressive strength for construction site classification |
title_sort |
Using conformity control of concrete compressive strength for construction site classification |
author |
Cunha, P. J. |
author_facet |
Cunha, P. J. Aguiar, J. L. Barroso de Oliveira, Pedro Camões, Aires |
author_role |
author |
author2 |
Aguiar, J. L. Barroso de Oliveira, Pedro Camões, Aires |
author2_role |
author author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Cunha, P. J. Aguiar, J. L. Barroso de Oliveira, Pedro Camões, Aires |
dc.subject.por.fl_str_mv |
Concrete technology & manufacture Quality control Compressive strength |
topic |
Concrete technology & manufacture Quality control Compressive strength |
description |
The accomplishment of the required strength class in concrete design is very important to avoid the development of pathologies into the concrete structures. This paper intends to evaluate the design required and the obtained strength classes of the concretes produced in ten different construction sites located in the north of Portugal. The strength classes were determined testing standard specimens. In order to know the in-situ compressive strength, cores were also extracted and tested. It was found that the in-situ compressive strength classes were higher than the obtained through the standard moulded specimens. These unexpected results can be explained due to a lack of knowledge and inspection on the manufacture of the specimens. The more extensive, fast and tight is the inspection, the better the control and the corrections in time, in order to maintain the quality of concrete used. It is important for a proper awareness, a training of the persons involved in this matter. Considering all the results obtained a construction site coefficient is proposed in order to classify the construction sites. |
publishDate |
2013 |
dc.date.none.fl_str_mv |
2013-12 2013-12-01T00:00:00Z |
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 |
http://hdl.handle.net/1822/28973 |
url |
http://hdl.handle.net/1822/28973 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
2068-4762 http://www.ce.tuiasi.ro/~bipcons/Archive/419.pdf |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Gheorghe Asachi Technical University of IASI 1 |
publisher.none.fl_str_mv |
Gheorghe Asachi Technical University of IASI 1 |
dc.source.none.fl_str_mv |
reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação instacron:RCAAP |
instname_str |
Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
instacron_str |
RCAAP |
institution |
RCAAP |
reponame_str |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
collection |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
repository.name.fl_str_mv |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
repository.mail.fl_str_mv |
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1799132730233978880 |