CONTAINMENT IN STAINED GLASS SOIL WITH FACE IN ARMED CONCRETE STRUCTURAL GRID
Autor(a) principal: | |
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Data de Publicação: | 2018 |
Outros Autores: | |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | UNINGÁ Review |
Texto Completo: | https://revista.uninga.br/uningareviews/article/view/2125 |
Resumo: | Stapled soil, even though it is a type of slope containment that provides several advantages, often leads to the conservatism of builders who have difficulty accepting new construction models. This article presents the design and construction process of a containment executed in the city of Coronel Fabriciano - MG, in a slope of 10.5m in height and 12m in length, with a predominant geotechnical profile of clay and clay with a small presence of sand. stapled soil was executed with face protection performed by a reinforced concrete grid formed by pillars and beams. The closure of the spaces between them with the laying of empty concrete blocks with the process, was executed in an ascending way. The process proved to be very efficient, with a fast construction system, a top-quality finish and customer expectations. |
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CONTAINMENT IN STAINED GLASS SOIL WITH FACE IN ARMED CONCRETE STRUCTURAL GRIDCONTENÇÃO EM SOLO GRAMPEADO COM FACE EM GRELHA ESTRUTURAL DE CONCRETO ARMADOSolo GrampeadoFace em blocos de concretoConteçãoEncostaSolo GrampeadoEngenharia CivilStapled soilFace in concrete blocksStapled soil, even though it is a type of slope containment that provides several advantages, often leads to the conservatism of builders who have difficulty accepting new construction models. This article presents the design and construction process of a containment executed in the city of Coronel Fabriciano - MG, in a slope of 10.5m in height and 12m in length, with a predominant geotechnical profile of clay and clay with a small presence of sand. stapled soil was executed with face protection performed by a reinforced concrete grid formed by pillars and beams. The closure of the spaces between them with the laying of empty concrete blocks with the process, was executed in an ascending way. The process proved to be very efficient, with a fast construction system, a top-quality finish and customer expectations.O solo grampeado mesmo sendo um tipo de contenção de encosta que proporciona várias vantagens em muitos casos esbarra no conservadorismo de construtores que tem dificuldade em aceitar novos modelos construtivos. Este artigo apresenta o projeto e o processo construtivo de uma contenção executada na cidade de Coronel Fabriciano - MG, em um talude de 10,5m de altura e 12m de comprimento, com perfil geotécnico predominante de argila e argila com pequena presença de areia. O solo grampeado foi executado com a proteção da face, realizada por uma grelha de concreto armado formada por pilares e vigas. O fechamento dos espaços entre eles com o assentamento de blocos de concreto vazios com o processo, foi executado de forma ascendente. O processo se mostrou bem eficiente, com sistema construtivo veloz, acabamento da face com qualidade superior e atendimento as expectativas do cliente.Editora Uningá2018-06-27info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersion"imagem", " gráficos" , "texto"application/pdfhttps://revista.uninga.br/uningareviews/article/view/2125Uningá Review ; Vol. 33 No. 2 (2018): REVISTA UNINGÁ REVIEW; 121 - 133Uningá Review Journal; v. 33 n. 2 (2018): REVISTA UNINGÁ REVIEW; 121 - 1332178-2571reponame:UNINGÁ Reviewinstname:Centro Universitário Uningáinstacron:UNINGAporhttps://revista.uninga.br/uningareviews/article/view/2125/1707Copyright (c) 2018 REVISTA UNINGÁ REVIEWinfo:eu-repo/semantics/openAccessSALVIANO, WILLIAN RENAN DE ARAUJOBELONI, MARCELO DE LIMA2019-10-09T21:39:25Zoai:ojs.revista.uninga.br:article/2125Revistahttps://revista.uninga.br/uningareviews/indexPUBhttps://revista.uninga.br/uningareviews/oairevistauningareview@uninga.edu.br || sec.revistas@uninga.edu.br2178-25712178-2571opendoar:2019-10-09T21:39:25UNINGÁ Review - Centro Universitário Uningáfalse |
dc.title.none.fl_str_mv |
CONTAINMENT IN STAINED GLASS SOIL WITH FACE IN ARMED CONCRETE STRUCTURAL GRID CONTENÇÃO EM SOLO GRAMPEADO COM FACE EM GRELHA ESTRUTURAL DE CONCRETO ARMADO |
title |
CONTAINMENT IN STAINED GLASS SOIL WITH FACE IN ARMED CONCRETE STRUCTURAL GRID |
spellingShingle |
CONTAINMENT IN STAINED GLASS SOIL WITH FACE IN ARMED CONCRETE STRUCTURAL GRID SALVIANO, WILLIAN RENAN DE ARAUJO Solo Grampeado Face em blocos de concreto Conteção Encosta Solo Grampeado Engenharia Civil Stapled soil Face in concrete blocks |
title_short |
CONTAINMENT IN STAINED GLASS SOIL WITH FACE IN ARMED CONCRETE STRUCTURAL GRID |
title_full |
CONTAINMENT IN STAINED GLASS SOIL WITH FACE IN ARMED CONCRETE STRUCTURAL GRID |
title_fullStr |
CONTAINMENT IN STAINED GLASS SOIL WITH FACE IN ARMED CONCRETE STRUCTURAL GRID |
title_full_unstemmed |
CONTAINMENT IN STAINED GLASS SOIL WITH FACE IN ARMED CONCRETE STRUCTURAL GRID |
title_sort |
CONTAINMENT IN STAINED GLASS SOIL WITH FACE IN ARMED CONCRETE STRUCTURAL GRID |
author |
SALVIANO, WILLIAN RENAN DE ARAUJO |
author_facet |
SALVIANO, WILLIAN RENAN DE ARAUJO BELONI, MARCELO DE LIMA |
author_role |
author |
author2 |
BELONI, MARCELO DE LIMA |
author2_role |
author |
dc.contributor.author.fl_str_mv |
SALVIANO, WILLIAN RENAN DE ARAUJO BELONI, MARCELO DE LIMA |
dc.subject.por.fl_str_mv |
Solo Grampeado Face em blocos de concreto Conteção Encosta Solo Grampeado Engenharia Civil Stapled soil Face in concrete blocks |
topic |
Solo Grampeado Face em blocos de concreto Conteção Encosta Solo Grampeado Engenharia Civil Stapled soil Face in concrete blocks |
description |
Stapled soil, even though it is a type of slope containment that provides several advantages, often leads to the conservatism of builders who have difficulty accepting new construction models. This article presents the design and construction process of a containment executed in the city of Coronel Fabriciano - MG, in a slope of 10.5m in height and 12m in length, with a predominant geotechnical profile of clay and clay with a small presence of sand. stapled soil was executed with face protection performed by a reinforced concrete grid formed by pillars and beams. The closure of the spaces between them with the laying of empty concrete blocks with the process, was executed in an ascending way. The process proved to be very efficient, with a fast construction system, a top-quality finish and customer expectations. |
publishDate |
2018 |
dc.date.none.fl_str_mv |
2018-06-27 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion "imagem", " gráficos" , "texto" |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://revista.uninga.br/uningareviews/article/view/2125 |
url |
https://revista.uninga.br/uningareviews/article/view/2125 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
https://revista.uninga.br/uningareviews/article/view/2125/1707 |
dc.rights.driver.fl_str_mv |
Copyright (c) 2018 REVISTA UNINGÁ REVIEW info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
Copyright (c) 2018 REVISTA UNINGÁ REVIEW |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Editora Uningá |
publisher.none.fl_str_mv |
Editora Uningá |
dc.source.none.fl_str_mv |
Uningá Review ; Vol. 33 No. 2 (2018): REVISTA UNINGÁ REVIEW; 121 - 133 Uningá Review Journal; v. 33 n. 2 (2018): REVISTA UNINGÁ REVIEW; 121 - 133 2178-2571 reponame:UNINGÁ Review instname:Centro Universitário Uningá instacron:UNINGA |
instname_str |
Centro Universitário Uningá |
instacron_str |
UNINGA |
institution |
UNINGA |
reponame_str |
UNINGÁ Review |
collection |
UNINGÁ Review |
repository.name.fl_str_mv |
UNINGÁ Review - Centro Universitário Uningá |
repository.mail.fl_str_mv |
revistauningareview@uninga.edu.br || sec.revistas@uninga.edu.br |
_version_ |
1797042215039533056 |