Resistência à compressão de prismas preenchidos com argamassa / graute
Autor(a) principal: | |
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Data de Publicação: | 2016 |
Tipo de documento: | Dissertação |
Idioma: | por |
Título da fonte: | Manancial - Repositório Digital da UFSM |
Texto Completo: | http://repositorio.ufsm.br/handle/1/7937 |
Resumo: | This work has as main objective to analyze the mechanical behavior of prisms run with ceramic bricks and filled with mortar or grout, checking their influence when subjected to centric compression. An experimental program consists of four different types of prisms was developed. They were used for making the prisms blocks of three different Manufacturers. The ceramics were randomly named as Manufacturer 1 Manufacturer 2 and Manufacturer 3, manufacturers have provided the following resistance of structural blocks: Manufacturer 1 - fbk (A) 6 MPa, Manufacturer 2 - fbk (E) 7 MPa and fbk (C) 15 MPa Manufacturer 3 - FBK (B) and 6 MPa FBK (D) 15 MPa.The prisms were molded with industrialized mortar. Each prism type with its respective resistors blocks were molded as follows: hollow prism, prisms filled with grout (the larger castings), the same used in the settlement, and prisms filled with grout, totaling 320 prisms, which were subjected to tests to simple axial compression. The results were analyzed statistically by the Tukey test at 5% significance level. It was concluded that the grout used not added significant increase in resistance to the prisms, the study can not say whether it is possible or not to replace the grout by mortar, to fill the cast, as well as adequate strength of the mortar used in filling It should be further studied. |
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2016-12-192016-12-192016-03-10MARCO, Carlos Eduardo Giacomini de. PRISMS MECHANICAL EVALUATION FILLED WITH MORTAR / GROUT THE COMPRESSION. 2016. 106 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Santa Maria, Santa Maria, 2016.http://repositorio.ufsm.br/handle/1/7937This work has as main objective to analyze the mechanical behavior of prisms run with ceramic bricks and filled with mortar or grout, checking their influence when subjected to centric compression. An experimental program consists of four different types of prisms was developed. They were used for making the prisms blocks of three different Manufacturers. The ceramics were randomly named as Manufacturer 1 Manufacturer 2 and Manufacturer 3, manufacturers have provided the following resistance of structural blocks: Manufacturer 1 - fbk (A) 6 MPa, Manufacturer 2 - fbk (E) 7 MPa and fbk (C) 15 MPa Manufacturer 3 - FBK (B) and 6 MPa FBK (D) 15 MPa.The prisms were molded with industrialized mortar. Each prism type with its respective resistors blocks were molded as follows: hollow prism, prisms filled with grout (the larger castings), the same used in the settlement, and prisms filled with grout, totaling 320 prisms, which were subjected to tests to simple axial compression. The results were analyzed statistically by the Tukey test at 5% significance level. It was concluded that the grout used not added significant increase in resistance to the prisms, the study can not say whether it is possible or not to replace the grout by mortar, to fill the cast, as well as adequate strength of the mortar used in filling It should be further studied.Este trabalho tem como objetivo principal analisar o comportamento mecânico de prismas executados com blocos cerâmicos e preenchidos com argamassa ou graute, verificando a sua influência quando submetidos à compressão centrada. Foi desenvolvido um programa experimental composto por quatro diferentes tipos de prismas. Foram utilizados para confecção dos prismas blocos de três diferentes cerâmicas. As cerâmicas foram nomeadas aleatoriamente como Fabricante 1, Fabricante 2 e Fabricante 3. Os fabricantes forneceram as seguintes resistências de Blocos Estruturais: Fabricante 1 fbk(A) 6 MPa, Fabricante 2 fbk(E) 7 MPa e fbk(C) 15 MPa, Fabricante 3 fbk(B) 6 MPa e fbk(D) 15 MPa. Os prismas foram moldados com argamassa industrializada. Cada tipo de prisma, com suas respectivas resistências de blocos, foi moldado da seguinte forma: prismas ocos, prismas preenchidos com argamassa (nos vazados maiores), a mesma utilizada no assentamento; e prismas preenchidos com graute, totalizando 320 prismas, os quais foram submetidos a ensaios à compressão axial simples.Os resultados foram analisados estatisticamente através do Teste de Tukey com nível de significância de 5%. Concluiu-se que o graute utilizado não agregou significativo acréscimo de resistência aos prismas. Pelo estudo realizado não se pode afirmar se é possível ou não substituir o graute pela argamassa, no preenchimento dos vazados, assim como a resistência adequada da argamassa com uso no preenchimento deve ser novamente estudada.application/pdfporUniversidade Federal de Santa MariaPrograma de Pós-Graduação em Engenharia CivilUFSMBREngenharia CivilAlvenaria estruturalBlocos cerâmicosGrauteArgamassaMasonryCeramic blocksGroutMortarCNPQ::ENGENHARIAS::ENGENHARIA CIVILResistência à compressão de prismas preenchidos com argamassa / grautePrisms mechanical evaluation filled with mortar / grout the compressioninfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisRizzatti, Eduardohttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4707100J1Mohamad, Gihadhttp://lattes.cnpq.br/5446970753192990Roman, Humberto Ramoshttp://lattes.cnpq.br/6645567596194852Santos, Flávio Antônio doshttp://lattes.cnpq.br/5640767093177688http://lattes.cnpq.br/1110262968218917Marco, Carlos Eduardo Giacomini de3001000000034003003003003003009b66c9f0-2354-4856-aa12-cb188ac6b1fbd762b927-2ee8-431b-9664-8f92124da8d5afc48477-ff29-4159-9bbf-d65e66e6f62791559f04-e076-496c-9740-15a9822ee6af9b638543-f5b0-4f1a-a50d-3f1efdeec796info:eu-repo/semantics/openAccessreponame:Manancial - Repositório Digital da UFSMinstname:Universidade Federal de Santa Maria (UFSM)instacron:UFSMORIGINALDE MARCO, CARLOS EDUARDO GIACOMINI.pdfapplication/pdf10493038http://repositorio.ufsm.br/bitstream/1/7937/1/DE%20MARCO%2c%20CARLOS%20EDUARDO%20GIACOMINI.pdf74297abf01fe082c8af478fadf4a855dMD51TEXTDE MARCO, CARLOS EDUARDO GIACOMINI.pdf.txtDE MARCO, CARLOS EDUARDO GIACOMINI.pdf.txtExtracted texttext/plain151297http://repositorio.ufsm.br/bitstream/1/7937/2/DE%20MARCO%2c%20CARLOS%20EDUARDO%20GIACOMINI.pdf.txt47cec0f7cc94e4de5e2c74123976c389MD52THUMBNAILDE MARCO, CARLOS EDUARDO GIACOMINI.pdf.jpgDE MARCO, CARLOS EDUARDO GIACOMINI.pdf.jpgIM Thumbnailimage/jpeg2830http://repositorio.ufsm.br/bitstream/1/7937/3/DE%20MARCO%2c%20CARLOS%20EDUARDO%20GIACOMINI.pdf.jpg72408d6e3aaf75fd56164db977603d7aMD531/79372021-09-28 19:32:16.85oai:repositorio.ufsm.br:1/7937Repositório Institucionalhttp://repositorio.ufsm.br/PUBhttp://repositorio.ufsm.br/oai/requestopendoar:39132021-09-28T22:32:16Manancial - Repositório Digital da UFSM - Universidade Federal de Santa Maria (UFSM)false |
dc.title.por.fl_str_mv |
Resistência à compressão de prismas preenchidos com argamassa / graute |
dc.title.alternative.eng.fl_str_mv |
Prisms mechanical evaluation filled with mortar / grout the compression |
title |
Resistência à compressão de prismas preenchidos com argamassa / graute |
spellingShingle |
Resistência à compressão de prismas preenchidos com argamassa / graute Marco, Carlos Eduardo Giacomini de Alvenaria estrutural Blocos cerâmicos Graute Argamassa Masonry Ceramic blocks Grout Mortar CNPQ::ENGENHARIAS::ENGENHARIA CIVIL |
title_short |
Resistência à compressão de prismas preenchidos com argamassa / graute |
title_full |
Resistência à compressão de prismas preenchidos com argamassa / graute |
title_fullStr |
Resistência à compressão de prismas preenchidos com argamassa / graute |
title_full_unstemmed |
Resistência à compressão de prismas preenchidos com argamassa / graute |
title_sort |
Resistência à compressão de prismas preenchidos com argamassa / graute |
author |
Marco, Carlos Eduardo Giacomini de |
author_facet |
Marco, Carlos Eduardo Giacomini de |
author_role |
author |
dc.contributor.advisor1.fl_str_mv |
Rizzatti, Eduardo |
dc.contributor.advisor1Lattes.fl_str_mv |
http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4707100J1 |
dc.contributor.advisor-co1.fl_str_mv |
Mohamad, Gihad |
dc.contributor.advisor-co1Lattes.fl_str_mv |
http://lattes.cnpq.br/5446970753192990 |
dc.contributor.referee1.fl_str_mv |
Roman, Humberto Ramos |
dc.contributor.referee1Lattes.fl_str_mv |
http://lattes.cnpq.br/6645567596194852 |
dc.contributor.referee2.fl_str_mv |
Santos, Flávio Antônio dos |
dc.contributor.referee2Lattes.fl_str_mv |
http://lattes.cnpq.br/5640767093177688 |
dc.contributor.authorLattes.fl_str_mv |
http://lattes.cnpq.br/1110262968218917 |
dc.contributor.author.fl_str_mv |
Marco, Carlos Eduardo Giacomini de |
contributor_str_mv |
Rizzatti, Eduardo Mohamad, Gihad Roman, Humberto Ramos Santos, Flávio Antônio dos |
dc.subject.por.fl_str_mv |
Alvenaria estrutural Blocos cerâmicos Graute Argamassa |
topic |
Alvenaria estrutural Blocos cerâmicos Graute Argamassa Masonry Ceramic blocks Grout Mortar CNPQ::ENGENHARIAS::ENGENHARIA CIVIL |
dc.subject.eng.fl_str_mv |
Masonry Ceramic blocks Grout Mortar |
dc.subject.cnpq.fl_str_mv |
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL |
description |
This work has as main objective to analyze the mechanical behavior of prisms run with ceramic bricks and filled with mortar or grout, checking their influence when subjected to centric compression. An experimental program consists of four different types of prisms was developed. They were used for making the prisms blocks of three different Manufacturers. The ceramics were randomly named as Manufacturer 1 Manufacturer 2 and Manufacturer 3, manufacturers have provided the following resistance of structural blocks: Manufacturer 1 - fbk (A) 6 MPa, Manufacturer 2 - fbk (E) 7 MPa and fbk (C) 15 MPa Manufacturer 3 - FBK (B) and 6 MPa FBK (D) 15 MPa.The prisms were molded with industrialized mortar. Each prism type with its respective resistors blocks were molded as follows: hollow prism, prisms filled with grout (the larger castings), the same used in the settlement, and prisms filled with grout, totaling 320 prisms, which were subjected to tests to simple axial compression. The results were analyzed statistically by the Tukey test at 5% significance level. It was concluded that the grout used not added significant increase in resistance to the prisms, the study can not say whether it is possible or not to replace the grout by mortar, to fill the cast, as well as adequate strength of the mortar used in filling It should be further studied. |
publishDate |
2016 |
dc.date.accessioned.fl_str_mv |
2016-12-19 |
dc.date.available.fl_str_mv |
2016-12-19 |
dc.date.issued.fl_str_mv |
2016-03-10 |
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.citation.fl_str_mv |
MARCO, Carlos Eduardo Giacomini de. PRISMS MECHANICAL EVALUATION FILLED WITH MORTAR / GROUT THE COMPRESSION. 2016. 106 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Santa Maria, Santa Maria, 2016. |
dc.identifier.uri.fl_str_mv |
http://repositorio.ufsm.br/handle/1/7937 |
identifier_str_mv |
MARCO, Carlos Eduardo Giacomini de. PRISMS MECHANICAL EVALUATION FILLED WITH MORTAR / GROUT THE COMPRESSION. 2016. 106 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Santa Maria, Santa Maria, 2016. |
url |
http://repositorio.ufsm.br/handle/1/7937 |
dc.language.iso.fl_str_mv |
por |
language |
por |
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300100000003 |
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openAccess |
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Universidade Federal de Santa Maria |
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Programa de Pós-Graduação em Engenharia Civil |
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UFSM |
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BR |
dc.publisher.department.fl_str_mv |
Engenharia Civil |
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Universidade Federal de Santa Maria |
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