165 resultados para Treliças (Construção civil)


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Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

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As the market expands, especially about construction, further treatments were required on the development of a building. This fact is noted due to the need to satisfy the client each time more, which requires more quality in the product final delivery. Therefore, the competition between companies grows every day to the effective and efficient production of their final products. This work shows negative factors that have influence in the product final delivery and consequently presents methods to improove the quality of this product. This study is characterized in management methods that are wrongly applied to the study of case of this work, which took place in the city of Guarulhos and was carried out during a work conducted by a large construction company

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The finite element method is of great importance for the development and analysis of a new product being designed or already on the market, and that requires some specific request or special application. The tower crane, being an essential equipment for modern construction to increase productivity and safety on construction sites, is required for many types of special applications day after day, in many kinds of work. Paying attention to this growing need for handling special projects for the tower crane, faced with the importance and necessity of development and improvement of knowledge in more accurate and practical calculation methods such as the finite element method , for greater agility and precision in the response to a new project. The tower crane is defined by the maximum load moment that it can act with a certain amount of load. The tower crane which will be analyzed in this work , for example, is a tower crane with a resulting capacity of 85 Metric Tons which are considered basic dimensions data of a fisical tower crane of a crane company Liebherr in Guaratinguetá . Thus, the project analysis will begin with the threedimensional representation of the crane lines with AutoCAD software , conversion of this model to the format accepted ANSYS Workbench and completion of 3D modeling of structural components in Design module ANSYS software. After structural modeling is completed, the simulation is performed in static simulation of ANSYS Workbench software mode. The standards will be adopted to DIN (Deutsches Institut für Normung) and EN 14439 (Europäische Normung 14439) and some NR 's related to specific security class of tower cranes, which will be referred throughout the work

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The progressive growth of the population and the increase of sewage generated has demanded of society and public policies that, besides the collection network deployment is carried out the treatment and proper disposal of treated sewage in all brazilian municipalities. The aim of this study was to monitor and evaluate the work of implementation of a Sewage Treatment Plant (STP) in Guaratinguetá city of São Paulo state, to identify the compliance with legal requirements and the NBR 12,209/2011. The construction of this ETE met all the requirements of NBR 12209/2011 and benefited a large portion of population with the sewage treatment. Based on the results of this assessment it was concluded that the construction of a STP is relatively simple, differing only on the legal requirements related to the location, area for the construction and materials used in the work. The knowledge generated in this study will assist the public policies in the implementation of STPs in municipalities that do not yet have this basic sanitation

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The aim of the present study was to investigate the corrosion resistance in chloride medium of two cylindrical steel samples from civil construction (CA-50 and CA-60). For this purpose, electrochemical measurements were performed in NaCl solution, 4.0 g/L, naturally aerated. According to electrochemical responses, it was observed an active dissolution process at open circuit potential for both steels. In this comparative study, the differences between CA-50 and CA60 were not significant, since the values of polarization resistance estimated by EIS were the same order of magnitude for both types of steel (oscillating between 200 and 500 Ohm). For all evaluated thicknesses of concrete reinforcement, these values ranged between 2 and 9 kOhm, and the lower value was associated with lower thickness, particularly at 7, 21 and 35 days. When these results were compared with those determined for the CA-60, it was found that the layer of concrete reinforcement provide a protection against corrosion in chloride medium at least ten times larger

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This work deals with the stages of the process of renewal of a Notice of Inspection of Fire Department (AVCB) set of structural measures, technical and organizational integrated to ensure the building an optimum level of protection in the security segment fire and panic according to the laws of fire safety standards. The work presented all the literature about the process, their justifications to force deploy in a company to fire safety, the benefits that this standard offers, the facilities in a company that has a AVCB and the great importance in society, presents some examples where there contained the fire safety regulations and their unhappy outcomes, difficulties encountered, examples of how to proceed, step by step and the lesson that this process requires great care, dedication, professionals with the required knowledge and severity to completion

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Pós-graduação em Engenharia Civil - FEIS

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Pós-graduação em Engenharia Civil - FEIS

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Pós-graduação em Engenharia Elétrica - FEIS

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

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Pós-graduação em Engenharia de Produção - FEB

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This work deals with the stages of the process of renewal of a Notice of Inspection of Fire Department (AVCB) set of structural measures, technical and organizational integrated to ensure the building an optimum level of protection in the security segment fire and panic according to the laws of fire safety standards. The work presented all the literature about the process, their justifications to force deploy in a company to fire safety, the benefits that this standard offers, the facilities in a company that has a AVCB and the great importance in society, presents some examples where there contained the fire safety regulations and their unhappy outcomes, difficulties encountered, examples of how to proceed, step by step and the lesson that this process requires great care, dedication, professionals with the required knowledge and severity to completion

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Introdução: Os processos industriais geram grandes quantidades de resíduos, representando um grande desperdício de matéria prima e causando impactos negativos ao meio ambiente. No caso dos resíduos gerados pelas fábricas de pás eólicas para aerogeradores de Sorocaba-S.P., eles podem ser reaproveitados na incorporação em cimento Portland. O interesse é utilizá-los na construção civil como blocos sem fins estruturais para construção de muros, guias, calçadas, pisos, etc. Os corpos confeccionados devem obedecer às normas técnicas brasileiras e as suas propriedades relativas à resistência, compressão, absorção de água e distribuição espacial dos resíduos nestes corpos devem ser avaliadas. Objetivos: Devido à importância de se conhecer as propriedades dos corpos produzidos com a incorporação de resíduos de pás eólicas, este trabalho faz uma avaliação através de imagens de raios X de sua distribuição espacial para verificar a viabilidade do emprego desta técnica no estudo da incorporação de resíduos para, futuramente, em conjunto com outras pesquisas que estão sendo realizadas, verificar a relação desta distribuição com as propriedades mecânicas dos corpos produzidos. Métodos: Objetivando a incorporação desse resíduo como substituto parcial dos agregados miúdos em argamassa, foram fabricados corpos de prova (CPs) seguindo as normas da ABNT-NBR 5738. Todos os corpos foram desmoldados após 24 horas de sua confecção e imersos em água por 28 dias para a cura. Utilizou-se o traço 3:1, areia e cimento, em relação a massa dos componentes, ou seja, para cada 300 g de areia adicionou-se 100 g de cimento. Na confecção de argamassa com resíduo utilizou-se o mesmo traço, porém com a substituição de parte da areia pelo resíduo. Foram fabricados CPs com 5%, 15%, 50% e 0% de resíduo para que este sirva de referência. Como os corpos possuem um formato cilíndrico, foram obtidas imagens em duas projeções: frontal e superior utilizando um equipamento digital com os seguintes parâmetros: 83 kVp e 16 mAs e, 85 kVp e 30 mAs, respectivamente. Resultados: As imagens mostram que na projeção frontal é possível verificar que a distribuição do resíduo nos corpos é homogênea, o que pode proporcionar uniformidade nos resultados de testes de resistência à compressão que serão realizados futuramente. Porém, na projeção superior ainda será necessário um estudo dos parâmetros que deverão ser utilizados no equipamento de raios X para melhorar a sua qualidade. Além disso, métodos de processamento digital de imagens poderão ser aplicados nas imagens para auxiliar na visualização dos resíduos incorporados. Também pode ser visto nas imagens que a forma utilizada para a incorporação do resíduo resulta na sua distribuição uniforme, compatível com o que se deseja neste tipo de incorporação.