Custos de lajes formadas por vigotas treliçadas considerando a produção, o transporte, a montagem e a concretagem

Detalhes bibliográficos
Autor(a) principal: Forni, Daniel
Data de Publicação: 2005
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Repositório Institucional da UFU
Texto Completo: https://repositorio.ufu.br/handle/123456789/14106
Resumo: The use of slabs formed by prefabricated elements in structures of pavements becomes more and more spread in the Brazilian market, mainly lattice reinforced joists. This work purposes to analyze the costs involved in the production process of lattice reinforced joists, during transport, assembly and slab casting. The cost _expression obtained was analyzed in some numerical examples of concrete slabs (one and two-way) with several dimensions. The cost was also evaluated by the method of optimization of generic gradient (GRG) for ceramic and EPS infill blocks. The design variables considered for cost minimization were the height and the resistance of the concrete layer. For slabs with EPS the distance between lattice reinforcement joists was also considered. The final cost of slabs with ceramic blocks had an economy around 4%, which was close to 8% for slabs formed with EPS. In these slabs (EPS), larger values for the distance between lattices reinforcement joists were obtained, which resulted in smaller concrete volume and smaller number of lattice joists. The variation of more or less 40% was considered in the cost of the concrete and the reinforcement in order to evaluate their effect in the final cost. In slabs with ceramic blocks, around 12% of increase and decrease in the final cost was observed. The final cost of slabs with EPS (which distance between lattices reinforcement joists was optimized) was close to 8% for variations in the price of the concrete and from 6 to 11% for variations in the price of the reinforcement.
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spelling Custos de lajes formadas por vigotas treliçadas considerando a produção, o transporte, a montagem e a concretagemLattice-reinforced joist slabs cost considering production, transport, assembly and castingLajes pré-fabricadasVigotas treliçadasCustoMinimizaçãoPrecast slabsLattice reinforcement joistsCostOptimizationCNPQ::ENGENHARIAS::ENGENHARIA CIVILThe use of slabs formed by prefabricated elements in structures of pavements becomes more and more spread in the Brazilian market, mainly lattice reinforced joists. This work purposes to analyze the costs involved in the production process of lattice reinforced joists, during transport, assembly and slab casting. The cost _expression obtained was analyzed in some numerical examples of concrete slabs (one and two-way) with several dimensions. The cost was also evaluated by the method of optimization of generic gradient (GRG) for ceramic and EPS infill blocks. The design variables considered for cost minimization were the height and the resistance of the concrete layer. For slabs with EPS the distance between lattice reinforcement joists was also considered. The final cost of slabs with ceramic blocks had an economy around 4%, which was close to 8% for slabs formed with EPS. In these slabs (EPS), larger values for the distance between lattices reinforcement joists were obtained, which resulted in smaller concrete volume and smaller number of lattice joists. The variation of more or less 40% was considered in the cost of the concrete and the reinforcement in order to evaluate their effect in the final cost. In slabs with ceramic blocks, around 12% of increase and decrease in the final cost was observed. The final cost of slabs with EPS (which distance between lattices reinforcement joists was optimized) was close to 8% for variations in the price of the concrete and from 6 to 11% for variations in the price of the reinforcement.Mestre em Engenharia CivilA utilização de lajes formadas por elementos pré-fabricados em estruturas de edifícios, principalmente as vigotas treliçadas, torna-se cada vez mais difundida no mercado brasileiro. Este trabalho tem como objetivo analisar os custos envolvidos no processo de produção de vigotas treliçadas, no transporte, na montagem e na concretagem de lajes préfabricadas. A função custo obtida foi analisada em alguns exemplos de cálculo de lajes uni e bidirecionais com várias dimensões. O custo de algumas lajes foi também avaliado pelo método de minimização de gradiente reduzido genérico (GRG) para lajes com material de enchimento de lajota cerâmica e EPS. As variáveis de projeto consideradas para a minimização da função custo foram a altura e a resistência da capa de concreto. Nas lajes com EPS, a distância entre as vigotas treliçadas (intereixo) também foi uma variável otimizada. Foi observada uma economia em torno de 4% no custo final das lajes com enchimento cerâmico e próximo a 8% para enchimento de EPS. Nestas lajes (EPS), obteve-se maiores valores para o intereixo, o que resulta em menor volume de concreto e menor número de vigotas treliçadas. Foi considerada a variação de mais ou menos 40% no custo do concreto e da armadura a fim de avaliar o efeito destes insumos no custo final. Nas lajes com enchimento cerâmico o aumento e a diminuição no custo final das lajes foi em torno de 12%. Nas lajes com EPS, em virtude do intereixo ser uma variável do processo de otimização, os custos finais alteraram próximo a 8% para variações no preço do concreto e de 6 a 11% para variações no preço da armadura.Universidade Federal de UberlândiaBRPrograma de Pós-graduação em Engenharia CivilEngenhariasUFUCastilho, Vanessa Cristina dehttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4767564H9Lima, Maria Cristina Vidigal dehttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4720597E1Araújo, Daniel de Limahttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4768864J3Silva, Turibio José dahttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4798494E6Forni, Daniel2016-06-22T18:37:05Z2016-03-152016-06-22T18:37:05Z2005-10-24info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisapplication/pdfapplication/pdfFORNI, Daniel. Lattice-reinforced joist slabs cost considering production, transport, assembly and casting. 2005. 146 f. Dissertação (Mestrado em Engenharias) - Universidade Federal de Uberlândia, Uberlândia, 2005.https://repositorio.ufu.br/handle/123456789/14106porinfo:eu-repo/semantics/openAccessreponame:Repositório Institucional da UFUinstname:Universidade Federal de Uberlândia (UFU)instacron:UFU2017-06-27T15:12:36Zoai:repositorio.ufu.br:123456789/14106Repositório InstitucionalONGhttp://repositorio.ufu.br/oai/requestdiinf@dirbi.ufu.bropendoar:2017-06-27T15:12:36Repositório Institucional da UFU - Universidade Federal de Uberlândia (UFU)false
dc.title.none.fl_str_mv Custos de lajes formadas por vigotas treliçadas considerando a produção, o transporte, a montagem e a concretagem
Lattice-reinforced joist slabs cost considering production, transport, assembly and casting
title Custos de lajes formadas por vigotas treliçadas considerando a produção, o transporte, a montagem e a concretagem
spellingShingle Custos de lajes formadas por vigotas treliçadas considerando a produção, o transporte, a montagem e a concretagem
Forni, Daniel
Lajes pré-fabricadas
Vigotas treliçadas
Custo
Minimização
Precast slabs
Lattice reinforcement joists
Cost
Optimization
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
title_short Custos de lajes formadas por vigotas treliçadas considerando a produção, o transporte, a montagem e a concretagem
title_full Custos de lajes formadas por vigotas treliçadas considerando a produção, o transporte, a montagem e a concretagem
title_fullStr Custos de lajes formadas por vigotas treliçadas considerando a produção, o transporte, a montagem e a concretagem
title_full_unstemmed Custos de lajes formadas por vigotas treliçadas considerando a produção, o transporte, a montagem e a concretagem
title_sort Custos de lajes formadas por vigotas treliçadas considerando a produção, o transporte, a montagem e a concretagem
author Forni, Daniel
author_facet Forni, Daniel
author_role author
dc.contributor.none.fl_str_mv Castilho, Vanessa Cristina de
http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4767564H9
Lima, Maria Cristina Vidigal de
http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4720597E1
Araújo, Daniel de Lima
http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4768864J3
Silva, Turibio José da
http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4798494E6
dc.contributor.author.fl_str_mv Forni, Daniel
dc.subject.por.fl_str_mv Lajes pré-fabricadas
Vigotas treliçadas
Custo
Minimização
Precast slabs
Lattice reinforcement joists
Cost
Optimization
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
topic Lajes pré-fabricadas
Vigotas treliçadas
Custo
Minimização
Precast slabs
Lattice reinforcement joists
Cost
Optimization
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
description The use of slabs formed by prefabricated elements in structures of pavements becomes more and more spread in the Brazilian market, mainly lattice reinforced joists. This work purposes to analyze the costs involved in the production process of lattice reinforced joists, during transport, assembly and slab casting. The cost _expression obtained was analyzed in some numerical examples of concrete slabs (one and two-way) with several dimensions. The cost was also evaluated by the method of optimization of generic gradient (GRG) for ceramic and EPS infill blocks. The design variables considered for cost minimization were the height and the resistance of the concrete layer. For slabs with EPS the distance between lattice reinforcement joists was also considered. The final cost of slabs with ceramic blocks had an economy around 4%, which was close to 8% for slabs formed with EPS. In these slabs (EPS), larger values for the distance between lattices reinforcement joists were obtained, which resulted in smaller concrete volume and smaller number of lattice joists. The variation of more or less 40% was considered in the cost of the concrete and the reinforcement in order to evaluate their effect in the final cost. In slabs with ceramic blocks, around 12% of increase and decrease in the final cost was observed. The final cost of slabs with EPS (which distance between lattices reinforcement joists was optimized) was close to 8% for variations in the price of the concrete and from 6 to 11% for variations in the price of the reinforcement.
publishDate 2005
dc.date.none.fl_str_mv 2005-10-24
2016-06-22T18:37:05Z
2016-03-15
2016-06-22T18:37:05Z
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 FORNI, Daniel. Lattice-reinforced joist slabs cost considering production, transport, assembly and casting. 2005. 146 f. Dissertação (Mestrado em Engenharias) - Universidade Federal de Uberlândia, Uberlândia, 2005.
https://repositorio.ufu.br/handle/123456789/14106
identifier_str_mv FORNI, Daniel. Lattice-reinforced joist slabs cost considering production, transport, assembly and casting. 2005. 146 f. Dissertação (Mestrado em Engenharias) - Universidade Federal de Uberlândia, Uberlândia, 2005.
url https://repositorio.ufu.br/handle/123456789/14106
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 Uberlândia
BR
Programa de Pós-graduação em Engenharia Civil
Engenharias
UFU
publisher.none.fl_str_mv Universidade Federal de Uberlândia
BR
Programa de Pós-graduação em Engenharia Civil
Engenharias
UFU
dc.source.none.fl_str_mv reponame:Repositório Institucional da UFU
instname:Universidade Federal de Uberlândia (UFU)
instacron:UFU
instname_str Universidade Federal de Uberlândia (UFU)
instacron_str UFU
institution UFU
reponame_str Repositório Institucional da UFU
collection Repositório Institucional da UFU
repository.name.fl_str_mv Repositório Institucional da UFU - Universidade Federal de Uberlândia (UFU)
repository.mail.fl_str_mv diinf@dirbi.ufu.br
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