165 resultados para Industria de construção civil – Eliminação de residuos


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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.

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Introduction: Bamboos belong to the family Graminae, Bambusoidae subfamily, represented by about 1,250 species worldwide. Originally employed in construction and power, are currently the subject of investigations related to its therapeutic properties in neoplasms. The main species used for therapeutic purposes based on popular knowledge are: Phyllostachys nigra; Bambusa breiflora; tuldoides Bambusa textilis and Bambusa. The literature on the therapeutic action of bamboo species is scarce, but recent studies report a promising effect in the treatment of cancer and other chronic diseases. Objective: This study aimed to evaluate qualitatively the phytochemical composition of plant extract obtained from the leaves of the bamboo species Bambusa textilis, comparing this composition from vegetable leaves with 18 and 24 months of age. Methodology: After collecting plant leaves with 18 or 24 months, they were identified and submitted to drying and milling. For qualitative analysis of its components were employed methods of macroscopic evaluation (mucilage), method of benzoin (resin), reaction Shinoda (flavonoids), reaction with gelatin solution (tannins), boiling and foaming (saponins) and jobs of reactive Wagner, Bertrand, Dragendorff, Mayer, picric acid and tannic acid (alkaloids) (Biavatti; MILK, 2007). Results: in the youngest leaves were found positive for alkaloids, flavonoids, resins and saponins. In the leaves of the plant with 24 months were found only alkaloids flavonoids and resins. Conclusion: the composition of vegetable substances were found associated with a significant therapeutic potential difference and the phytochemical composition in comparison with plant leaves 18 or 24 months. Additional studies are needed to quantify these components, as well as the clarification of its action in the fight against cancer and chronic diseases.

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

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

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Two of the major problems caused by construction activity are the production of construction and demolition waste (CDW) and the exploitation of mineral resources, causing big impacts on the environment. Therefore, the recycling has been shown as an alternative to mitigate the harmful effects of waste on the urban environment and prevent the exploitation of new raw materials. This course work aims to study the behavior of recycled aggregates from Vale do Paraíba in concrete and mortar. Initially, it presents the definitions of recycled aggregates according to CONAMA Resolution No. 307/2002, the aggregate settings for concrete and mortar (such as the grain size, its origin and density, and the characterization parameters according to ABNT), and the definition of ACI method of concrete mix design. Afterwards, it presents the characterization of materials separated by assays. After that, it shows the theoretical concrete proportioning applying the ACI method and experimental concrete proportioning. Then, the analysis of results is performed to finally conclude that the materials provided can't be used to replace natural aggregates because they cannot have the same performance. With the studies, it could be observed that the recycled aggregate presents a great complexity and diversity in origin, therefore the form how the material should be handled requires great care

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This work aims to assess a case ofwaterproofing pathology, from the presentation of the pathological manifestations, thecharacterization and quantification of negotiationsproposals. With these data, graphs were elaborated with thepurpose ofemphasizing the cost increase from the time of intervention, to give an increase of 1,429.00 % inthe presented study. Also show the proportion of spending on finishes and waterproofing,demonstratingthe greatinfluence of the finishes in the composition of the treatment costs. Inthisstudy, it was foundthat these finishes made up89% of the total cost. In the bibliographic reference, presented to the active mechanisms, the characterization of waterproofing systems and the most common pathologies. It follows the importance of sealing to ensure integrity of a construction

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This work talks about the importance of the steel adhesion to concrete, reinforced concrete structures, their testing and forms of measurement used and how the results are used in the structural design, which uses as a reference the NBR 6118 and NBR 7480. It also deals with the importance of a reliable assessment, discussing failures that the test used, NBR 7477, features in specific circumstances, as discussed under the EC-094. It also presents an initial proposal for simplified pullout test, which aims to analyze the grip on steel bars with diameter less than 10 mm, which results when used standardized testing by ABNT NBT 7477, has shown excessive variability, the main criticism of the trial today used without distinction to be established thick or thin bars. The proposal also presented methodology is in the consolidation phase, given the time and the volume of necessary tests. For this reason it is not possible to make a comparison between the values obtained and the results of the test used on the basis of the standard in force, this can only be done once the front with a continuation of this work

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In this work, we discuss the procedures adopted for the design of built-up columns (laced and battened columns). Built-up columns are widely used in steel construction generally when the compression forces are relatively low and the column buckling lengths are large. They are commonly used in industrial buildings, for example, as posts for cladding, or as columns supporting a crane girder. Unlike columns with full section, in the case of built-up columns, it is necessary to evaluate the shear stiffness. In fact, the shear strength leads to a significant reduction of the critical load. In the context of this work, the components of the columns (chords, diagonals, posts, etc.) are formed by cold-formed members. In order to systematize and rationalize the verification of the built-up columns, this work aim to develop a computer program based on the standards NBR 14762, NBR 6355 and Eurocode 3, basically the considerations of the part EN 1993-1-1