Submitted by Raniere Barreto (raniere.barros@ufvjm.edu.br) on 2018-05-07T17:53:28Z No. of bitstreams: 2 license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5) rodrigo_silva_colares.pdf: 3761580 bytes, checksum: b009addae00984b9254b793f44de0488 (MD5) / Rejected by Rodrigo Martins Cruz (rodrigo.cruz@ufvjm.edu.br), reason: Verificar t?tulo. on 2018-05-14T18:41:07Z (GMT) / Submitted by Raniere Barreto (raniere.barros@ufvjm.edu.br) on 2018-05-15T17:59:40Z No. of bitstreams: 2 license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5) rodrigo_silva_colares.pdf: 3761580 bytes, checksum: b009addae00984b9254b793f44de0488 (MD5) / Rejected by Rodrigo Martins Cruz (rodrigo.cruz@ufvjm.edu.br), reason: devolvendo. Aproveito para uma observa??o. Lan?ar o n?mero de p?ginas da ?ltima pag numerada. N?o considere a ficha. on 2018-05-15T19:04:17Z (GMT) / Submitted by Raniere Barreto (raniere.barros@ufvjm.edu.br) on 2018-10-26T19:20:22Z No. of bitstreams: 2 license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5) rodrigo_silva_colares.pdf: 3761580 bytes, checksum: b009addae00984b9254b793f44de0488 (MD5) / Approved for entry into archive by Rodrigo Martins Cruz (rodrigo.cruz@ufvjm.edu.br) on 2018-11-10T11:08:21Z (GMT) No. of bitstreams: 2 license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5) rodrigo_silva_colares.pdf: 3761580 bytes, checksum: b009addae00984b9254b793f44de0488 (MD5) / Made available in DSpace on 2018-11-10T11:08:21Z (GMT). No. of bitstreams: 2 license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5) rodrigo_silva_colares.pdf: 3761580 bytes, checksum: b009addae00984b9254b793f44de0488 (MD5) Previous issue date: 2017 / Um bom projeto arquitet?nico deve considerar o conforto do usu?rio, sendo que um dos principais fatores que dificultam na execu??o do mesmo ? a posi??o de cada c?modo. Este problema ? relevante, considerando a posi??o do sol em rela??o ao terreno, sendo que parte da edifica??o ficar? posicionada com sua parede recebendo energia t?rmica no per?odo da tarde, gerando desconforto no ambiente. Este fato ? agravante em regi?es em que as altas temperaturas s?o comuns quase o ano todo. A redu??o do fluxo de calor para dentro da resid?ncia se torna fundamental, minimizando a utiliza??o de aparelhos que reduzem a temperatura. A pesquisa tem como objetivo determinar uma melhor configura??o para a alvenaria de veda??o, avaliando sua efici?ncia t?rmica. Ap?s os ensaios realizados, constatou-se que as paredes duplas com tijolos de 8 ou 9 furos, com ou sem EPS entre as camadas, melhoram de forma significativa o conforto t?rmico no interior das edifica??es. A configura??o com reboco de 2cm em ambos os lados apresentou melhor custo x benef?cio. / Disserta??o (Mestrado Profissional) ? Programa de P?s-Gradua??o em Tecnologia, Sa?de e Sociedade, Universidade Federal dos Vales do Jequitinhonha e Mucuri, 2017. / A good architectural design should regard the comfort of the user, since one of the main factors that hampers its execution is the position of each room. This problem is relevant, considering the position of the sun in relation to the terrain, since the building part will be positioned with its wall receiving thermal energy in the period of the afternoon, generating discomfort in the environment. This fact is aggravating in regions that high temperatures are common almost all year. Reducing the flow of heat into the home becomes essential, minimizing the use of equipments that decrease the temperature. The research aims to determine a better configuration for the mansory of the seal, evaluating it?s thermal efficiency. After the tests, it was verified that double walls with 8 or 9 hole-bricks, with or without EPS between the layers, significantly improve the thermal comfort inside the buildings. The configuration with 2 cm plaster on both sides showed better cost x benefit.

Submitted by Automa??o e Estat?stica (sst@bczm.ufrn.br) on 2017-11-22T20:18:42Z No. of bitstreams: 1 EdmilsonPedreiraDosReis_TESE.pdf: 5834887 bytes, checksum: a922e6dfba67996da893a14164e1ce7d (MD5) / Approved for entry into archive by Arlan Eloi Leite Silva (eloihistoriador@yahoo.com.br) on 2017-11-22T23:56:34Z (GMT) No. of bitstreams: 1 EdmilsonPedreiraDosReis_TESE.pdf: 5834887 bytes, checksum: a922e6dfba67996da893a14164e1ce7d (MD5) / Made available in DSpace on 2017-11-22T23:56:34Z (GMT). No. of bitstreams: 1 EdmilsonPedreiraDosReis_TESE.pdf: 5834887 bytes, checksum: a922e6dfba67996da893a14164e1ce7d (MD5) Previous issue date: 2016-06-28 / O ?p? de pedra? ? um res?duo resultante do beneficiamento de rochas para obten??o de britas utilizadas na constru??o civil, tendo estas o seu uso mais comum em concretos. A sua gera??o ? na ordem de 10% a 15% do volume total de pedra beneficiada e, normalmente, s?o depositadas na ?rea da empresa de minera??o. O objetivo desta pesquisa foi desenvolver blocos e tijolos cer?micos, com mat?riasprimas provenientes da regi?o de Eun?polis, no extremo sul da Bahia, com adi??o deste res?duo na argila de queima vermelha. Com isso, pretende-se dar destino adequado ao res?duo e, ao mesmo tempo, preservar as jazidas de argila da regi?o, reduzindo o impacto ambiental causado por sua explora??o. As massas cer?micas foram formuladas com a t?cnica de planejamento de misturas, utilizando, para isso, o software Statistic. As porcentagens do res?duo na massa foram de 0, 15 e 30%, em massa, definidas pelo software em fun??o do limite m?ximo de 30% de res?duo que foi utilizada na massa cer?mica. Foram confeccionados corpos de provas nas dimens?es de 60x20x5 mm3 em matriz met?lica, e prensados uniaxialmente com uma press?o de 25 MPa. A queima ocorreu nas temperaturas de 825?C, 925?C e 1025?C, com taxa de aquecimento de 1?C/min, 8?C/min e 15?C/min, e patamar de 180 minutos na temperatura m?xima. A caracteriza??o das mat?rias-primas e das massas formuladas foi realizada atrav?s de ensaios de granulometria, limites de Atterberg, fluoresc?ncia de raios X (FRX), difra??o de raios X (DRX), microscopia eletr?nica de varredura (MEV), microscopia ?tica (MO), an?lise termogravim?trica (TG) e calorimetria explorat?ria diferencial (DSC). As propriedades f?sicas determinadas foram a absor??o de ?gua, retra??o linear, porosidade, resist?ncia ? flex?o e massa espec?fica aparente. Foi analisado, tamb?m, o comportamento da massa cer?mica, no que diz respeito ? extrus?o dos blocos cer?micos em extrusora de laborat?rio, determinando a sua resist?ncia ? compress?o (Rc) e absor??o de ?gua (AA). A efic?cia do planejamento de misturas foi confirmada, realizando os mesmos ensaios mec?nicos e f?sicos em uma nova formula??o feita com percentual diferente das utilizadas para obten??o do modelo de regress?o, mas ainda, dentro da regi?o de interesse. A an?lise dos resultados permitiu demonstrar a viabilidade da incorpora??o do res?duo em at? 30% nas argilas, para fabrica??o de blocos cer?micos e tijolos maci?os utilizados em alvenaria de veda??o. / Stone dust is a residue resulting from the processing of rocks for obtaining gravel used in civil construction, most commonly in concrete. It is generated in the order of 10% to 15% of the total volume of the stone employed and is typically deposited throughout and around the area of the mining company. The objective of this study was to develop and ceramic blocks and bricks utilizing raw materials readily available in region of Eun?polis, extreme south of Bahia, with the addition of this residue to the red clay. Consequently, it aims to provide a suitable end-use for the residue, at the same time preserving deposits of clay in the region by reducing the environmental impact caused by their exploitation. The ceramic masses were formulated following a mixture-planning technique through the use of the Statistic software. The total percentages of residue used in the mass were of between 15% and 30%, as defined by the software on the stipulation of a 30% ceiling on the residue used in the mass. In a metal matrix, 60x20x5 mm3 test samples were created and then pressed uni-axially at a pressure of 25 MPa. The firing was performed at temperatures of 825?C, 925?c and 1025?C, with concordant heating rates of 1?C/min, 8?C/min and 15?C/min and an established time limit of 180 minutes at the maximum temperature. Characteristics of the raw materials and resultant masses were measured through testing of granulometry, Atterberg limits, X-ray fluorescence (XRF), X-ray diffraction (XRD), scanning electron microscopy (SEM), optical microscopy (OM), thermos-gravimetric analysis (TGA) and exploratory differential scanning calorimetry (DSC). The physical properties measured were determined water absorption, linear retraction, porosity, resistance to flexion and apparent specific mass. Additionally, the behavior of ceramic mass in regards to extrusion of the ceramic blocks using a laboratory extruder was analyzed, determining its resistance to compression (Rc) and water absorption (AA). Effectiveness of the mixture formulation was confirmed by performing the same physical and mechanical testing on a new formulation with different percentages than those used for obtaining the regression model, though still within the targeted range. Analysis of the results demonstrated the viability of incorporating the residue in masses, in quantities of up to 30%, for the manufacture of solid ceramic blocks and bricks used in masonry.