1000 resultados para Concreto de alto desempenho
Resumo:
É indubitável que a decisão está presente no dia-a-dia de todos nós, independentemente do tipo de actividade em que estamos envolvidos. Na vida organizacional, enfrentamos muitas situações que exigem uma resposta momentânea, aqui denominadas de imediatas, as quais não permitem uma recolha de informação adequada, tempo para reflexão, discussão e troca de ideias, entre outras restrições. Além das limitações já citadas por outros autores, como a própria capacidade cognitiva do indivíduo, faculdade de processamento, há outros elementos que influenciam o processo de tomada de decisão, especialmente em ambientes sob pressão e em constante mutação, como é o dos bombeiros. O presente trabalho procura conhecer quais os factores que influenciam a tomada de decisão de bombeiros profissionais com funções de chefia, em ocorrências de incêndios urbanos e acidentes de viação. Neste contexto, foram abordados alguns enquadramentos para a tomada de decisão, como o Modelo da Tomada de Decisão da Primeira Opção Identificada (TDPOI) de Gary Klein, entre outros. No sentido de aprofundar a nossa investigação, foram realizados dois estudos exploratórios através de entrevistas presenciais. A amostra é constituída por 14 profissionais do sector, entre eles bombeiros com funções de chefia, comandantes e delegados sindicais. Os resultados obtidos mostraram que a experiência e a formação são os factores que se evidenciam, e influenciam a decisão dos bombeiros. Constatamos que nos Bombeiros Portugueses a experiência é uma característica dos decisores, pois são eles que farão as opções de alto risco. Por outro lado, apesar de a formação visar a aquisição de competências profissionais, nomeadamente na área da decisão, esta carece de actualização, porque não satisfaz as necessidades dos bombeiros. Apresentam-se também as principais limitações do estudo e sugestões para investigações futuras. / Undoubtedly, the decision is present in day-to-day for us all, regardless of the type of activity we are involved. In organizational life, we face many situations that require a momentary response, here called the immediate, which do not allow collection of adequate information, time for reflection, discussion and exchange of ideas, among other restrictions. Besides the limitations already mentioned by other authors, as the individual's cognitive capacity, processing power, there are other factors that influence the decision-making process, especially in environments under pressure and constantly changing, as is the Fire. This paper seeks to know which factors influence the decision making of professional firefighters with leadership roles in urban fire occurrences and accidents. In this context, we discuss some frameworks for decision making, as the Recognition-Primed Decision (RPD) Model by Gary Klein, among others. In order to further our investigation, two exploratory studies were conducted through personal interviews. The sample consists of 14 professionals, including firefighters with executive functions, commanders and union representatives. The results showed that the experience and training are factors that are evident, and influence the decision of the firefighters. We note that the Portuguese Firemen experience is a characteristic of decision-makers because they are options that will make high-risk. On the other hand, although the training to aim at the acquisition of professional skills, particularly in the area of decision, it needs updating, because it meets the needs of firefighters. We present also the main limitations of the study and suggestions for future investigations.
Resumo:
A resistividade elétrica superficial do concreto, nos estados fresco e endurecido, pode ser influenciada por alguns fatores, como por exemplo: grau de hidratação, relação água/aglomerante (a/ag), procedimento de cura, teor de agregado e existência de armadura. Este trabalho tem o objetivo de avaliar o desempenho e o comportamento da resistividade elétrica superficial do concreto tendo como base a influência do tempo de cura e relação a/ag. Os concretos dosados foram divididos em três grupos, onde C-0,81 representa o grupo de concretos com relação água/aglomerante de 0,81 e 20 MPa de resistência à compressão; C- 0,50 representa os concretos com relação água/aglomerante de 0,50 e 40 MPa; e C-0,35 representa os concretos com relação água/aglomerante de 0,35 e 60 MPa de resistência à compressão. Os procedimentos de cura aplicados aos três grupos foram: cura seca, cura submersa até os sete dias e cura submersa até os quatorze dias. No presente estudo, os resultados mostraram que quanto maior a relação água/aglomerante, maior será a porosidade da mistura que, por sua vez, eleva a resistividade elétrica. No que tange ao procedimento de cura, os concretos curados a seco apresentaram maiores índices de resistividade que os concretos submersos.
Resumo:
This Masters Degree dissertation seeks to make a comparative study of internal air temperature data, simulated through the thermal computer application DesignBuilder 1.2, and data registered in loco through HOBO® Temp Data Logger, in a Social Housing Prototype (HIS), located at the Central Campus of the Federal University of Rio Grande do Norte UFRN. The prototype was designed and built seeking strategies of thermal comfort recommended for the local climate where the study was carried out, and built with panels of cellular concrete by Construtora DoisA, a collaborator of research project REPESC Rede de Pesquisa em Eficiência Energética de Sistemas Construtivos (Research Network on Energy Efficiency of Construction Systems), an integral part of Habitare program. The methodology employed carefully examined the problem, reviewed the bibliography, analyzing the major aspects related to computer simulations for thermal performance of buildings, such as climate characterization of the region under study and users thermal comfort demands. The DesignBuilder 1.2 computer application was used as a simulation tool, and theoretical alterations were carried out in the prototype, then they were compared with the parameters of thermal comfort adopted, based on the area s current technical literature. Analyses of the comparative studies were performed through graphical outputs for a better understanding of air temperature amplitudes and thermal comfort conditions. The data used for the characterization of external air temperature were obtained from the Test Reference Year (TRY), defined for the study area (Natal-RN). Thus the author also performed comparative studies for TRY data registered in the years 2006, 2007 and 2008, at weather station Davis Precision Station, located at the Instituto Nacional de Pesquisas Espaciais INPE-CRN (National Institute of Space Research), in a neighboring area of UFRN s Central Campus. The conclusions observed from the comparative studies performed among computer simulations, and the local records obtained from the studied prototype, point out that the simulations performed in naturally ventilated buildings is quite a complex task, due to the applications limitations, mainly owed to the complexity of air flow phenomena, the influence of comfort conditions in the surrounding areas and climate records. Lastly, regarding the use of the application DesignBuilder 1.2 in the present study, one may conclude that it is a good tool for computer simulations. However, it needs some adjustments to improve reliability in its use. There is a need for continued research, considering the dedication of users to the prototype, as well as the thermal charges of the equipment, in order to check sensitivity
Resumo:
O trabalho teve por objetivo caracterizar o estoque de anchoita (Engraulis anchoita) capturado na região sul do Brasil, visando à utilização deste recurso de alto valor biológico no desenvolvimento de produtos semi-prontos e de fácil preparo, tipo empanado. Os experimentos foram conduzidos com anchoita resultante de cruzeiros realizados pelo Navio Oceanográfico Atlântico Sul da Universidade Federal do Rio Grande (FURG), RS, Brasil. Os exemplares foram capturados entre a cidade de Rio Grande (32ºS, RS-Brasil) e 51ºW. Após captura, o pescado foi armazenado a bordo em mistura de gelo e água do mar, na razão 1:1. As amostras foram transportadas para o laboratório de Biotecnologia da FURG e mantidas sob congelamento a -18°C, até a realização das análises. O trabalho está constituído por uma revisão bibliográfica, que enfatiza a importância do recurso pesqueiro em estudo como potencial a ser explorado, discorre sobre ácidos graxos e perfil de voláteis, bem como, o desenvolvimento de produtos à base de pescado. O desenvolvimento do trabalho é expresso por quatro artigos. O primeiro teve como objetivo caracterizar o estoque de anchoita segundo a biometria, rendimento, composição proximal, compostos nitrogenados e ácidos graxos. O rendimento, a composição proximal e o perfil de ácidos graxos foram realizados nas três frações que compõe o peixe: músculo claro, escuro e vísceras. A análise dos resultados demonstrou a variabilidade dos componentes em função das frações avaliadas e da época de captura, o que pode contribuir para a escolha do processo tecnológico a ser aplicado no desenvolvimento de produtos de alto valor agregado a partir dessa matéria-prima. No segundo artigo foi determinado o perfil de ácidos graxos da anchoita e avaliado o comportamento destes compostos durante o armazenamento congelado, bem como, dos voláteis gerados. Os resultados demonstraram a influência do armazenamento na modificação dos ácidos graxos, em especial, EPA e DHA, e que os voláteis gerados podem ser um índice em potencial para avaliar a qualidade da anchoita congelada. No terceiro artigo objetivou-se selecionar e treinar julgadores para avaliação do odor a pescado utilizando os padrões referência obtidos a partir do perfil de voláteis. Neste sentido, foi levantada a terminologia que descreve o odor da anchoita, definido padrões referência, bem como, selecionado e treinado uma equipe de julgadores. Foram utilizados 20 candidatos, deste total, 9 foram selecionados pelo método das amplitudes. Os julgadores selecionados foram submetidos ao treinamento no uso de escala não estruturada e na avaliação da intensidade do odor a pescado. O desempenho dos julgadores foi definido utilizando como amostra solução de lavagem resultante do processo de obtenção de base protéica de anchoita. Os resultados foram avaliados com base no poder de discriminação, repetibilidade das respostas e concordância entre julgadores, segundo análise de variância, com duas fontes de variação (amostra e repetições). Foram obtidos os valores de Famostra e Frepetição, para cada julgador. Os julgadores com o valor de Famostra significativo (p≤0,30) e Frepetição não significativo (p>0,05), bem como, concordância de médias com os demais julgadores foram considerados treinados. Segundo esse processo a equipe foi constituída por 8 julgadores selecionados e treinados na avaliação do odor a pescado. Finalmente, no quarto artigo foi avaliada a possibilidade de uso de base protéica (BPP) de anchoita na elaboração de massa base de empanados, bem como, em substituição a farinha de cobertura. Para obtenção das BPPs, foram testadas duas soluções extratoras (3 ciclos de extração com ácido fosfórico 0,05% e 1 ciclo de ácido fosfórico seguido de 2 ciclos com água). A BPP obtida na melhor condição utilizada foi seca a 70°C e submetida ao processo de moagem em moinho de facas para ser utilizada como farinha de cobertura. Formulações de empanado utilizando diferentes concentrações (25, 50, 75 e 100%) de anchoita desidratada na cobertura foram testadas no produto frito e forneado. Um teste de preferência com consumidores em potencial foi aplicado às diferentes formulações. Os resultados indicaram que a melhor condição de lavagem para obtenção das BPPs testadas foi quando são utilizados 3 ciclos de extração com ácido fosfórico. A avaliação da preferência junto ao consumidor em potencial demonstrou que a anchoita desidratada pode ser utilizada como farinha de cobertura em empanados na concentração de até 75%.
Resumo:
The supersulfated cement (CSS) basically consist of up to 90% blast furnace slag, 10-20% of a source of calcium sulfate and a small amount of alkali activator, covered by European standard EN 15743/2010. Because of this SSC are considered "green cement" low environmental impact. The source of calcium sulfate used in the preparation of CSS can be obtained from natural sources, such as gypsum or from alternative sources (industrial products), such as phosphogypsum. The phosphogypsum is a by-product of the fertilizer industry, used in the production of phosphoric acid. In this process the phosphate rock is treated with sulfuric acid to give as the major product phosphoric acid (H3PO4), gypsum and a small amount of hydrofluoric acid. The chemical composition of gypsum is basically calcium sulfate dihydrate (CaSO4.2H2O), similar to gypsum, because it can be used in this type of cement. To become anhydrous, the calcination of gypsum is necessary. The availability of the source of calcium sulfate to react with the slag is dependent on its solubility that is directly related to its calcination temperature. The solubility of the anhydrous gypsum decreases with increasing calcination temperature. This study investigated the influence of temperature of calcination of phosphogypsum on the performance of CSS. Samples were prepared with 10 and 20% of phosphogypsum calcinated at 350 to 650 ° C using KOH as an alkaline activator at three different concentrations (0.2, 0.5 and 0.8%). The results showed that all mortars presented the minimum values required by EN 15743/2010 for 7 and 28 days of hydration. In general CSS containing 10% phosphogypsum showed slightly better compressive strength results using a lower calcination temperature (350 °C) and curing all ages. The CSS containing 20% of calcined gypsum at 650 °C exhibit satisfactory compressive strenght at 28 days of hydration, but at later ages (56 to 90 days) it strongly reduced. This indicates that the calcination temperature of phosphogypsum has a strong influence on the performance of the CSS.
Resumo:
Dissertação (mestrado)—Universidade de Brasília, Faculdade de Tecnologia, Departamento de Engenharia Civil e Ambiental, Programa de Pós-graduação em Estruturas e Construção Civil, 2015.
Resumo:
Convergencia y divergencia dialectales en los núcleos rurales Redes sociales Actitudes individuales y construcción de estilos personales Existe una tendencia bien conocida en las lenguas hacia la convergencia entre las variedades vernáculas regionales con las prestigiosas y de mayor estatus, propias de los núcleos urbanos y centros culturales. En las comunidades rurales, sin embargo, es más frecuente que tenga lugar una resistencia a la convergencia con el estándar y que se refuerce el uso de los rasgos vernáculos. Lo que ocurre es que el estudio de los procesos de convergencia en los centros urbanos está bien representado en la bibliografía y, sin embargo, son escasos los trabajos que se han ocupado de estudiar las tendencias divergentes en núcleos poblacionales más pequeños y en zonas rurales. De ahí que esta tesis pretenda dar respuesta a ese choque de tendencias convergentes y divergentes que tiene lugar en el ámbito rural. El estudio se centra en dos localidades de la provincia de Málaga, Colmenar y Riogordo, porque ambas reúnen las características idóneas para arrojar un poco de luz sobre este tipo de procesos de contacto dialectal: están cerca de la capital y bien comunicadas con el núcleo urbano, pero a la vez tienen una identidad muy marcada, lo que las convierte en un laboratorio ideal para investigar por qué sus habitantes se inclinan por una u otra variante impulsando, de esta manera, tendencias de convergencia o bien de divergencia con el estándar. Para crear el corpus en el que se basa esta investigación se establecieron cuotas de afijación uniforme basadas en tres variables de preestratificación: sexo, edad y nivel de instrucción. Las casillas de las cuotas se fueron completando por medio del procedimiento de bola de nieve. Para investigar los procesos de divergencia dialectal se han escogido tres variables dependientes, la fricativa velar /x/, la palatal africada /ʧ/ y las líquidas /r/ y /l/ en la distensión silábica. Son buenos indicios para estudiar las tendencias que aquí interesan y, por otra parte, su presencia en la bibliografía sociolingüística no está tan bien representada como la de, por ejemplo, el proceso de escisión de /θs/ en dos unidades, mate y estridente, o su variación en la coda silábica. En el capítulo correspondiente a la variación social se estudia la correlación entre variables dependientes y de preestratificación y también se presta atención a la influencia que ejercen otras variables de postestratificación, como el modo de vida y el grado de formalidad de la situación, porque aportan información relevante sobre la atribución de prestigio patente o encubierto en las localidades rurales. En relación con la variación reticular, se revisa de qué manera interactúan el rango de la red, el sexo y el nivel de estudios de los contactos con las variables dependientes, pues son estos precisamente los indicadores que más fuerza explicativa tienen en la muestra analizada. También interesa conocer qué influencia ejerce en los usos lingüísticos de los hablantes el grado de aceptación de los valores urbanos o su apego a las costumbres locales y su mentalidad rural. Con tal fin se ha construido una Escala de Orientación Urbana, ESORURB, que mide la interacción entre usos lingüísticos y mentalidad del hablante. La tesis se cierra con un estudio de la variación individual según las aportaciones de los trabajos de la tercera ola. Para el análisis se ha escogido a una integrante de una de las redes sociales que sobresale entre su grupo de edad (la segunda generación) y estudios (sociolecto superior) por el alto porcentaje de formas estigmatizadas que emplea. El objetivo del capítulo es detectar qué valor confiere esta hablante a las variantes vernáculas, estudiando los temas de conversación que favorecen su aparición y los marcos discursivos que sirven de contexto. A partir de estos datos se establecen dos estilos conversacionales concretos asociados al empleo de las variantes, y que ella adopta de forma consciente para mostrarse ante los demás y construir una imagen concreta de sí misma.
Resumo:
Population growth experienced in major cities, allied to society s need of infra-structure, especially ones related to habitational demands, increases the consumption of construction materials. As a consequence, consumption of natural resources itself. Thus, due to this process, concrete is one of the most produced materials in civil construction. This is also due to the great diversity of its application, easiness in its execution and adequate mechanical performance, as well as low production costs. Following the same tendencies in construction development, the ceramic industry has intensified the production of porcelain ceramic tiles and floors. These are achieved by a fine finishing and receive polishing at the end of the fabrication process. This work researched the use of porcelain residues in polishing for the production of concrete. All of which; due to economical and environmental issues. This process aims to prove adequate destiny for this type of residue, due to environmental issues, incorporating it to the concrete itself; all of which provides economy in consumption of the materials that constitute concrete. Thus, the main characteristics of concrete were investigated through the inclusion of different concentration of the porcelain residue as additional trait element. The residue rates incorporated to the trait varied from 10% to 50% in relation to the cement mass, in the traits with plastic additives and without plastic additives. It is observed that the inclusion of porcelain residue produced a meaningful alteration in the consistency of fresh concrete. This residue has a fine granulometry and it considerably absorbed the water used in the concrete spreading, influencing the way this material is dealt with. Thus, the value of cement striking decreases with the increase of residues present in trait. The maximal incorporation of the residue was of 50%, massively, for the same factor water/initial cement. The use of residues in concrete results in an 40% increase in the compression resistance. It is also proportional to residue concentration of porcelain in the trait. The microstructure was also favored once porosity and concrete absorption decreases with the use of this residue. The parameters demonstrate the quality and durability of the concrete produced with this residue. The use of porcelain residue in concrete composition has not produced meaningful thermal behavior changes. Thermal conductivity, heat capacity and thermal diffusivity have been maintained basically constant
Resumo:
The corrosive phenomenon on reinforced concrete structures is one of the most founded pathologies on the coastal area. With the objective to prevent the process development, or even, retard its beginning, it was studied the application of inorganic covering over concrete surfaces, after its cure, as well as, evaluate the efficiency of the covering applied on the concrete in reducing its porosity of concrete preventing the entrance of aggressive agents to preserve the integrity of the existing armor inside it, comparing the result obtained with the body-of-proof reference, that didn´t receive covering protection. On the concrete production it was used Portland Cement CP II 32, coarse aggregate, fine aggregate and water from the local distributive. Two types of covering were used, one resin based of silicon and solvent and other white cement based, selected sands and acrylic resin. The concrete mixture adopted was 1:1,5:2,5 (cement, fine aggregate, coarse aggregate) and 0.50 water/cement ratio. With the concrete on fresh state was made the experiment test to determinate the workability. On the hardened state was made the concrete resistance experiment, absorption of water and electrochemical experiments, through polarization curves. Also was held optical microscopy and Scanning Electron Microscopy experiments to analyze the layer of the covering applied to the concrete surface and the interface between the concrete and the layer. The obtained results shows that the covering applied to the concrete surface didn´t affect the resistance towards compression. On the absorption of water occurred a diminution of the percentage absorbed, improving the concrete development by making it more impermeable towards the entrance of aggressive agents. The electrochemical experiment results confirmed the water absorption results; the body-of-proof covered presented larger protection towards the development of corrosives process and retarded the evolution of the corrosive phenomenon
Resumo:
This Masters Degree dissertation seeks to make a comparative study of internal air temperature data, simulated through the thermal computer application DesignBuilder 1.2, and data registered in loco through HOBO® Temp Data Logger, in a Social Housing Prototype (HIS), located at the Central Campus of the Federal University of Rio Grande do Norte UFRN. The prototype was designed and built seeking strategies of thermal comfort recommended for the local climate where the study was carried out, and built with panels of cellular concrete by Construtora DoisA, a collaborator of research project REPESC Rede de Pesquisa em Eficiência Energética de Sistemas Construtivos (Research Network on Energy Efficiency of Construction Systems), an integral part of Habitare program. The methodology employed carefully examined the problem, reviewed the bibliography, analyzing the major aspects related to computer simulations for thermal performance of buildings, such as climate characterization of the region under study and users thermal comfort demands. The DesignBuilder 1.2 computer application was used as a simulation tool, and theoretical alterations were carried out in the prototype, then they were compared with the parameters of thermal comfort adopted, based on the area s current technical literature. Analyses of the comparative studies were performed through graphical outputs for a better understanding of air temperature amplitudes and thermal comfort conditions. The data used for the characterization of external air temperature were obtained from the Test Reference Year (TRY), defined for the study area (Natal-RN). Thus the author also performed comparative studies for TRY data registered in the years 2006, 2007 and 2008, at weather station Davis Precision Station, located at the Instituto Nacional de Pesquisas Espaciais INPE-CRN (National Institute of Space Research), in a neighboring area of UFRN s Central Campus. The conclusions observed from the comparative studies performed among computer simulations, and the local records obtained from the studied prototype, point out that the simulations performed in naturally ventilated buildings is quite a complex task, due to the applications limitations, mainly owed to the complexity of air flow phenomena, the influence of comfort conditions in the surrounding areas and climate records. Lastly, regarding the use of the application DesignBuilder 1.2 in the present study, one may conclude that it is a good tool for computer simulations. However, it needs some adjustments to improve reliability in its use. There is a need for continued research, considering the dedication of users to the prototype, as well as the thermal charges of the equipment, in order to check sensitivity
Resumo:
The sharp consumption of natural resources by the construction industry has motivated numerous studies concerning the application of waste to replace partially or fully, some materials, such as aggregates, thereby reducing the environmental impact caused by the extraction of sand and crushing process. The application of stone dust from crushing process arising as an aggregate for the production of Portland cement concrete is a viable alternative in view of the high cost of natural sands, in addition to the environmental damage which causes its operation to the environment. The stone dust has reduced cost compared to natural sand because it is produced in the beds of their own quarries, which are usually located close to major urban centers. This study examined the feasibility of using stone dust from the crushing of rock gneisses in the state of Bahia, replacing natural quartz sand. In the development of scientific study was conducted to characterize physical and chemical raw materials applied and molded cylindrical specimens , using as reference values Fck 20, Fck 25 and Fck 30 MPa ( resistance characteristic of the concrete after 28 days) in following compositions stone powder: 10%, 30%, 50 %, 100% and 100% with additive. The specimens were cured and subjected to the tests of compressive strength and water absorption, then the samples were subjected to the tests of X-ray diffraction and scanning electron microscopy. The results obtained showed that the composition with 10% stone powder showed the best results regarding the physical and mechanical tests performed, confirming the reduction in compressive strength and increased water uptake increased as the content of the powder stone in the concrete composition
Resumo:
O objetivo deste trabalho foi avaliar o desempenho agronômico em termos de produtividade e características de frutos em 32 genótipos de melancia. O ensaio foi conduzido na Embrapa Semi-Árido, em Petrolina-PE, durante o período de agosto a outubro de 2005, utilizando o delineamento experimental de blocos ao acaso, com quatro repetições e parcelas com 10 plantas. As mudas foram transplantadas para o campo no espaçamento de 3 x 0,8 m. A cv ?C. Sweet? e as 31 linhas originadas do cruzamento entre ?C. Sweet? e ?CPATSA 85-030? foram avaliadas quanto a rendimento e aspectos externos e internos dos frutos. Verificou-se alto rendimento dos genótipos (33,6 a 66,7 t/ha). Na maioria das linhas, predominaram os frutos com casca rajada, com listras verde-claras alternadas com verde-escuras (96,8%), polpa vermelha (83,9%), alto teor de sólidos solúveis (10 a 12,3o Brix) (93,5%), frutos grandes (8,60 a 11,70 kg) (54,8%) e formato arredondado. Algumas linhas (9,7%) apresentaram alta prolificidade (2,9 a 2,5 frutos/planta), frutos pequenos e arredondados (4,30 a 4,60 kg) e casca rajada verde escura (3,2%). Entre os genótipos de melancia, 05.1168.003, 05.1172.004, 05.1185.001, 05.1189.003, 05.1203.007/1, 05.1194.001/1, 05.1194.005 e 05.1194.006 foram os mais promissores para a obtenção de cultivares resistentes ao oídio e com padrões de frutos para os mercados interno e externo.
Resumo:
The construction industry is one of the largest consumers of natural raw materials, and concrete is considered today the most used material wide. This accentuated consumption of natural resources has generated concern with the preservation of the environment, and has motivated various studies related to the use of resid ues, which can partially or entirely substitute, with satisfactory performance, some materials such as the aggregate, and in so doing, decrease the impact on the environment caused by the produced residues. Research has been done to better understand and improve the microstructure of concrete, as well as to understand the mechanism of corrosion in reinforced steel. In this context, this work was developed aiming at discovering the influence of the substitution of natural sand by artificial sand, with rega rd to mechanical resistance, microstructure, and durability. To obtain the electrochemical parameters, an adaptation was made to the galvanostatic electrochemical method to study the corrosion in reinforced steel. Concretes of categories 20 MPa and 40 MPa were produced, containing natural sand, and concretes of the same categories were produced with artificial sand substituting the natural sand, and with the addition of sodium nitrate and sodium chloride. Due to the use of rock dust reject (artificial sand), an evaluation was made of its environmental risk. The results indicate that the concretes of category 20 MPa present a better performance than the concrete made with natural sand, thus making it a viable substitute. For the category 40 MPa, the better performance is from the concrete containing natural sand. The adaptation of the galvanostatic electrochemical technique to the study of the corrosion of reinforced steel within concrete proved to be valid for obtaining electrochemical parameters with a high degree of reliability, considering the number of degrees of freedom
Resumo:
The use of infrared burners in industrial applications has many advantages in terms of technical-operational, for example, uniformity in the heat supply in the form of radiation and convection, with greater control of emissions due to the passage of exhaust gases through a macro-porous ceramic bed. This paper presents an infrared burner commercial, which was adapted an experimental ejector, capable of promoting a mixture of liquefied petroleum gas (LPG) and glycerin. By varying the percentage of dual-fuel, it was evaluated the performance of the infrared burner by performing an energy balance and atmospheric emissions. It was introduced a temperature controller with thermocouple modulating two-stage (low heat / high heat), using solenoid valves for each fuel. The infrared burner has been tested and tests by varying the amount of glycerin inserted by a gravity feed system. The method of thermodynamic analysis to estimate the load was used an aluminum plate located at the exit of combustion gases and the distribution of temperatures measured by a data acquisition system which recorded real-time measurements of the thermocouples attached. The burner had a stable combustion at levels of 15, 20 and 25% of adding glycerin in mass ratio of LPG gas, increasing the supply of heat to the plate. According to data obtained showed that there was an improvement in the efficiency of the 1st Law of infrared burner with increasing addition of glycerin. The emission levels of greenhouse gases produced by combustion (CO, NOx, SO2 and HC) met the environmental limits set by resolution No. 382/2006 of CONAMA
Resumo:
Dissertação (mestrado)—Universidade de Brasília, Faculdade de Tecnologia, Departamento de Engenharia Civil e Ambiental, 2016.