776 resultados para Road construction industry


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A geração de resíduos tem se mostrado um problema de preocupação mundial crescente. Muitos rejeitos, sejam industriais ou urbanos, muitas vezes acabam por poluir o meio-ambiente, causando problemas de armazenagem de certos materiais. Além disso, materiais alternativos a partir desses rejeitos podem ser mais baratos, apresentando muitas vezes características de desempenho melhores que os materiais convencionais. As siderúrgicas, em nível mundial, vêm enfrentando um problema comum, que consiste no que fazer para que a totalidade da escória gerada no refino do aço em aciarias elétricas ou à oxigênio tenha uma solução de aproveitamento melhor do que vem sendo feito atualmente. Na fabricação do aço as escorias são geradas em duas etapas: a primeira provém do chamado refino oxidante (forno elétrico a arco ou convertedor à oxigênio) e a segunda do refino redutor em processos de metalurgia na panela (forno-panela). Este trabalho tem como objetivo principal o de apontar potencialidades de uso da escória de aciaria elétrica, com destaque para a proveniente do forno-panela (escória do refino redutor), na indústria da construção civil através de testes em que a escória é utilizada, após moagem, como adição ao cimento Portland comum. Inicialmente foram realizados ensaios de viabilização para se testar a pozolanicidade, resistência à compressão, expansibilidade e profundidade de carbonatação de concretos gerados com diversas adições de escórias de aciaria elétrica. Comprovada a sua viabilidade partiu-se para os ensaios complementares do trabalho utilizando-se somente uma escória do refino redutor. Nesta segunda etapa foram realizados ensaios de caracterização de todos materiais estudados, ensaios de expansibilidade, ensaios mecânicos e de durabilidade dos concretos gerados com esta escória e ensaios de microscopia eletrônica de varredura e de difração de raios X do material. Após o estudo realizado comprovou-se ser perfeitamente viável a utilização de até 10% da escória do refino redutor (forno-panela- FP) como adição ao cimento para produção de concretos. Inclusive, independente do tempo de estocagem da escória, pode-se constatar melhorias no concreto produzido.

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As pressões de mercado, os programas de abertura financeira, a desregulamentação da atividade produtiva e a diminuição de barreiras protecionistas afetam significativamente a competitividade da indústria nacional. Outras mudanças, não apenas econômicas, mas sociais, políticas e tecnológicas, também pressionam as organizações a adotar novas estratégias empresariais e deixam claro que modelos de gestão tradicionais já não são mais suficientes para enfrentar estes novos desafios. Na busca de diferenciais competitivos, as empresas têm adotado sistemas de gestão da qualidade, de gestão ambiental e de gestão da saúde e segurança do trabalhador. Como forma de evidenciar a terceiros sua preocupação simultânea com estas três disciplinas, as empresas têm buscado a certificação integrada destes sistemas por meio das normas ISO 9001, ISO 14001 e OHSAS 18001. Surgem, assim, os Sistemas de Gestão Integrados (SGIs), objetos de pesquisa deste estudo. O recorte é setorial, sendo que o setor de construção foi escolhido devido a características como singularidade de seus produtos, alto impacto ambiental e alto índice de acidentes de trabalho. Com o objetivo de investigar como os SGIs foram implementados no setor de construção, foram escolhidos três casos de empresas sabidamente adotantes deste modelo de gestão. Foram analisadas as motivações, o processo de implementação e certificação do sistema, os fatores críticos de sucesso, as dificuldades encontradas e os benefícios colhidos com a adoção de SGIs. A pesquisa confirmou estudos anteriores que demonstram que a motivação, dependendo do contexto em que as empresas se inserem, pode ser por necessidade de maior competitividade, de legitimação, ou ainda, por responsabilidade ambiental de sua liderança. Os fatores críticos de sucesso são, dentre outros, comprometimento da alta administração, comunicação eficiente com as partes interessadas, disponibilidade de recursos e maturidade das equipes. As dificuldades encontradas foram a valorização excessiva de resultados econômico-financeiros, a complexidade do modelo adotado, a utilização burocrática do sistema, a falta de maturidade e preparo dos profissionais, o porte dos projetos, o perfil de competências dos profissionais e variados tipos de resistências. A adoção do SGI nas empresas estudadas esteve condicionada a situações do cenário econômico, do alto índice de terceirização verificado no setor e às dificuldades com a qualificação da mão-de-obra. Não obstante as dificuldades e os condicionantes, o SGI trouxe vários benefícios para as organizações e, um dado relevante, é que ele pode desencadear reações positivas ao longo da cadeia de valor, uma vez que as empresas adotantes de SGI passam a ser mais exigentes em relação a seus fornecedores.

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O objetivo principal deste trabalho consiste na exploração de parâmetros de variáveis organizacionais e psico-sociais relacionadas aos acidentes de trabalho de uma indústria de construção naval do Estado do Rio de Janeiro, através da aplicação de modelos matemáticos inspirados na Teoria das filas. A primeira parte compreende uma revisão das principais pesquisas 8 estudos relacionando diversas variáveis psicológicas, sociais sociológicas, fisiológicas físicas e organizacionais a ocorrência de acidentas de trabalho. A segunda parte do trabalho consiste na análise de 9.657 acidentes ocorri dos em uma indústria de construção naval no ano de 1974 quando são evidenciados os parâmetros que regem as distribuições do numero de acidentes sofridos por operário e do intervalo entre acidentes consecutivos são ainda propostas as equações que deveriam ser empregadas para a previsão das duas variáveis dependentes consideradas. Ao final são apresentadas algumas sugestões e conclusões onde a mais importante refere-se à invariância dos parâmetros quando se consideram diferentes características pessoais dos sujeitos. Tal fato é interpretado como produto do grau de periculosidade muito e levado da organização que esconde ria as influências das variáveis pessoais na ocorrência de acidentes de trabalho.

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A preocupação com o esgotamento dos recursos naturais e a conscientização sobre as questões ligadas à sustentabilidade provocaram o estudo em um setor que tem sido apontado como de grande importância para a transformação do meio ambiente: a construção civil. Com isso percebemos o surgimento de um conjunto de práticas e procedimentos visando as chamadas "construções sustentáveis", que introduziram uma nova realidade comercial no segmento da construção civil. Para avaliar se uma construção é ou não sustentável surgiram os eco-labellings, que através de sistema de pontuação ou conceitos permitem avaliar qualitativamente em que grau de sustentabilidade uma edificação encontra-se. Em especial, o mercado brasileiro vem, desde 2004, buscando a certificação ambiental LEED; sendo assim, a presente dissertação tem como objetivo identificar, após quase uma década desde a primeira submissão de projeto brasileiro ao USGBC, quais ainda são as dificuldades enfrentadas no processo de certificação LEED. O referencial teórico reforçou que o segmento da construção civil contribui de duas formas para a degradação do meio ambiente: no consumo de recursos naturais e energéticos, e na geração de grande quantidade de resíduos. Por esse motivo, estudos nessa área são extremamente importantes para a transformação do meio ambiente, que, através da adoção de práticas construtivas sustentáveis poderá minimizar os impactos gerados. Neste trabalho, optou-se pela utilização de pesquisa exploratória quanto aos fins, uma vez que existe pouco conhecimento acumulado sobre a avaliação do processo de certificação LEED, e bibliográfica, complementada com pesquisa de campo, quanto ao meio, pois fundamenta-se em estudo desenvolvido com base em material publicado, complementado por entrevistas no campo. Este trabalho caracteriza-se por se um estudo introdutório à compreensão do tema e convida a estudos complementares mais abrangentes, dada a relevância do assunto nas três esferas de sustentabilidade: social, ambiental e econômica.

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O presente estudo aborda a questão do setor imobiliário e a sua relação com a construção civil na cidade de Belém, a partir da implementação do Programa Minha Casa Minha Vida. Objetiva-se com a pesquisa avaliar se houve mudanças no setor da construção civil em decorrência da participação do governo federal no projeto de construção de habitação popular, com a finalidade de fortalecer o setor da construção civil. Este setor teve mudanças com a presença do Programa Minha Casa Minha Vida, em face de se apresentar um elevado crescimento do setor imobiliário na cidade de Belém, especialmente em função das demandas de habitação que se apresentam para os segmentos pertencentes aos estratos da classe média/alta. Adotou-se a pesquisa bibliográfica e documental para a realização do estudo, mediante o uso de fontes informativas de empresas do setor imobiliário que atuam na cidade de Belém. Verifica-se que com a implantação do Programa Minha Casa Minha Vida na cidade de Belém, o setor imobiliário por ter um elevado crescimento, decorrente das demandas, as empresas de construção civil continuam a expandir suas atividades para atender esse segmento social. Com isso, conclui-se que a proposta do governo para fortalecer as empresas de construção civil é atrativa para o setor construir casas populares.

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The literature has emphasized that absorptive capacity (AC) leads to performance, but in projects its influences still unclear. Additionally, the project success is not well understood by the literature, and AC can be an important mechanism to explain it. Therefore, the purpose of this study is to investigate the effect of absorptive capacity on project performance in the construction industry of São Paulo State. We study this influence through potential and realized absorptive capacity proposed by Zahra and George (2002). For achieving this goal, we use a combination of qualitative and quantitative research. The qualitative research is based on 15 interviews with project managers in different sectors to understand the main constructs and support the next quantitative phase. The content analysis was the technique used to analyze those interviews. In quantitative phase through a survey questionnaire, we collected 157 responses in the construction sector with project managers. The confirmatory factor analysis and hierarchical linear regression were the techniques used to assess the data. Our findings suggest that the realized absorptive capacity has a positive influence on performance, but potential absorptive capacity and the interactions effect have no influence on performance. Moreover, the planning and monitoring have a positive impact on budget and schedule, and customer satisfaction while risk coping capacity has a positive impact on business success. In academics terms, this research enables a better understanding of the importance of absorptive capacity in the construction industry and it confirms that knowledge application in processes and routines enhances performance. For management, the absorptive capacity enables the improvements of internal capabilities reflected in the increased project management efficiency. Indeed, when a company manages project practices efficiently it enhances business and project performance; however, it needs initially to improve its internal abilities to enrich processes and routines through relevant knowledge.

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The northeastern region of Brazil has a large number of wells producing oil using a method of secondary recovery steam injection, since the oil produced in this region is essentially viscous. This recovery method puts the cement / coating on thermal cycling, due to the difference in coefficient of thermal expansion between cement and metal coating causes the appearance of cracks at this interface, allowing the passage of the annular fluid, which is associated with serious risk socioeconomic and environmental. In view of these cracks, a correction operation is required, resulting in more costs and temporary halt of production of the well. Alternatively, the oil industry has developed technology for adding new materials in cement pastes, oil well, providing high ductility and low density in order to withstand the thermo-mechanical loads generated by the injection of water vapor. In this context, vermiculite, a clay mineral found in abundance in Brazil has been applied in its expanded form in the construction industry for the manufacture of lightweight concrete with excellent insulation and noise due to its high melting point and the presence of air in their layers lamellar. Therefore, the vermiculite is used for the purpose of providing low-density cement paste and withstand high temperatures caused by steam injection. Thus, the present study compared the default folder containing cement and water with the folders with 6%, 8% and 10% vermiculite micron conducting tests of free water, rheology and compressive strength where it obtained the concentration of 8 % with the best results. Subsequently, the selected concentration, was compared with the results recommended by the API standard tests of filtered and stability. And finally, analyzed the results from tests of specific gravity and time of thickening. Before the study we were able to make a folder with a low density that can be used in cementing oil well in order to withstand the thermo-mechanical loads generated by steam injection

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Current environmental concerns include the excessive consumption and inefficient use of non-renewable natural resources. The construction industry is considered one of the largest consumers of natural raw materials, significantly contributing to the environmental degradation of the planet. The use of calcareous quarry (RPPC) and porcelain tile polishing residues (RPP) as partial replacements of the cement in mortars is an interesting alternative to minimize the exploration of considerably large amounts of natural resources. The present study aimed at investigating the properties of fresh and hardened mortars produced using residues to replace cement. The residues used were fully characterized to determine their specific mass, unitary mass, particle size distribution and morphology, and composition. The performance of the mortars was compared to that of reference compositions, prepared without residues. A total of 18 compositions were prepared, 16 using residues and 2 reference ones. The mortars were prepared using Portland CP II F 32 cement, CH I hydrated lime, river sand and tap water. The compositions of the mortars were 1:1:6 and 1:0.5:4.5 (vol%), and water to cement ratios of 1.87 and 1.45 were used, respectively. The mortars in the fresh state were evaluated by consistency index, water retention, density of mass and incorporated air content tests. In their hardened state, the mortars were evaluated by apparent mass density, modulus of elasticity, flexural tensile strength, compressive strength and water absorption by capillarity. The mortars were also analyzed by scanning electron microscopy, energy dispersive spectroscopy, X-ray diffraction and fluorescence. Finally, they were classified according to NBR 13281 standards. The mortars prepared using residues partially replacing the cement exhibited lower modulus of elasticity compared to the reference compositions, thus improving the performance in their intended use. On the downside, the water absorption by capillarity was affected by the presence of residues and both the tensile and compressive strength were reduced. However, from the overall standpoint, the replacement of cement by calcareous quarry or porcelain tile polishing residues did not result in significant changes in the properties of the mortars. Therefore, compositions containing these residues can be used in the construction industry

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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

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The environmental impacts, caused by the solid residues generation, are an often quoted concern nowadays. Some of these residues, which are originated from different human activities, can be fully reused, reducing the effects of the poor waste management on the environment. During the salt production process, the first formed crystals are discarded as industrial waste. This is mainly made of gypsum that is a calcium sulfate dihydrate (CaSO4.2H2O). The gypsum in question may go through a calcination process due to the plaster (CaSO4.0,5H2O) production and then the application on the cement industry. Considering the necessity of development and application for these industrial wastes, this paper aims to analyze the plaster, called Salgesso, from the gypsum that was generated during the salt production, and its use viability on the civil construction industry in order to create environmental and economical benefits. For characterization, the following experiments were performed: X-ray Fluorescence (XRF), X-ray Diffraction (XRD), thermal analysis (TG/DTG) and Scanning Electron Microscopy (SEM) with EDS. The following tests were also performed to obtain the mechanical characteristics: Thinness Modulus, Unit Mass, Setting Time and Compressive Resistance. Three commercial plasters used on civil construction were taken as references. All of these tests were performed according to the current standards. It was noticed that although there were some conflicting findings between the salt and commercial plasters in all of the studied properties, the Salgesso has its values within the standard limits. However, there is the possibility to improve them by doing a more effective calcination process. Three commercial plasters, used in construction, were used as reference material. All tests were performed according to standards in force. It was observed that although some tests present conflicting findings between the salt and gypsum plasters commercial properties in all of the studied Salgesso have values within the limits imposed by the standard, but can be improved simply by calcination process more effective

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The use of gypsum, one of the oldest building materials for the construction industry in the country has been experiencing a significant and steady growth, due to its low cost and some of its properties that confer comparative advantage over other binder materials. Its use comprises various applications including the coating of walls and the production of internal seals and linings. Moreover, the fibers are being increasingly incorporated into arrays fragile in an attempt to improve the properties of the composite by reducing the number of cracks, the opening of the same and its propagation velocity. Other properties, depending on the function of the component material or construction, among these thermal and acoustic performances, are of great importance in the context of buildings and could be improved, that is, having better performance with this embodiment. Conduct a comparative study of physico-mechanical, thermal and acoustic composite gypsum incorporating dry coconut fiber, in the form of blanket, constituted the main objective of this work. Improving the thermal and acoustic performances of precast gypsum, used for lining and internal vertical fences of buildings, was the purpose of development of these composites. To evaluate the effect of fiber content on the properties of the composites were used to manufacture the composite layer with different thicknesses. The composites were fabricated in the form of plates with dimensions of 500x500x24mm. To facilitate the comparative study of the properties were also made with material gypsum boards only. We then determined the physico-mechanical, thermal and acoustical plaster and composites. The results indicated that the composites were significant gains in relation to thermal performance and also acoustic, in certain frequency range, increasing the thickness of the blanket. Concerning other physical-mechanical properties, the results showed that although the compressive strength was lower than for the composite did not occur after a fracture catastrophic failure. The same trend was observed with regard to resistance to bending, since the composites have not suffered sudden rupture and still continued after the load supporting point of maximum load

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Among the industries, those that produce ceramic porcelain for use in construction industry and oil, during the exploration and production period, play an important role in the production of waste. Much research has been carried out both by academia and the productive sector, sometimes reintroducing them in the same production line that generated them, sometimes in areas unrelated to their generation, as in the production of concrete and mortar for the construction, for example, but each one in an isolated way. In this research, the aim is to study the combined incorporation of the waste drill cuttings of oil well and the residue of the polishing of porcelain, generated in the final stage of finishing of this product in a clay matrix, for the production of red pottery, specifically bricks, ceramic blocks and tiles. The clay comes from the municipality of São Gonçalo, RN, the drilling waste is from the Natal basin, in Rio Grande do Norte, and the residue of the polishing proceeds from a ceramic porcelain of the State of Paraíba. For this purpose, we used a mixture of a plastic clay with a non-plastic, in a ratio of 50% each, settling formulations with the addition of these two residues in this clay matrix. In the formulations, both residues were incorporated with a minimum percentage of 2.5% and maximum of 12.5%, varying from 2.5% each, in each formulation, which the sum of the waste be no more than 15%. It should be noted that the residue of the polishing of ceramic porcelain is a IIa class (not inert). The materials were characterized by XRF, XRD, TG, DTA, laser granulometry and the plasticity index. The technological properties of water absorption, apparent porosity, linear shrinkage of burning, flexural tensile strength and bulk density were evaluated after the sintering of the pieces to 850 °C, 950 °C and 1050 °C, with a burning time of 3 hr, 3 hr and 30 minutes, and 3 hr and 50 minutes, respectively, with a heating rate of 10 °C/minute, for all formulations and landing of 30 minutes. To better understand the influence of each residue and temperature on the evaluated properties, we used the factorial planning and its surfaces of response for the interpretation of the results. It was found that the temperature has no statistical significance at a 95% of reliability level in flexural tensile strength and that it decreases the water absorption and the porosity, but increases the shrinkage and the bulk density. The results showed the feasibility of the desired incorporation, but adjusting the temperature to each product and formulation, and that the temperatures of 850 °C and 950 °C were the one that responded to the largest number of formulations

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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

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The primary cementing is an important step in the oilwell drilling process, ensuring the mechanical stability of the well and the hydraulic isolation between casing and formation. For slurries to meet the requirements for application in a certain well, some care in the project should be taken into account to obtain a cement paste with the proper composition. In most cases, it is necessary to add chemicals to the cement to modify its properties, according to the operation conditions and thus obtain slurries that can move inside the jacket providing a good displacement to the interest area. New technologies of preparation and use of chemicals and modernization of technological standards in the construction industry have resulted in the development of new chemical additives for optimizing the properties of building materials. Products such as polycarboxylate superplasticizers provide improved fluidity and cohesion of the cement grains, in addition to improving the dispersion with respect to slurries without additives. This study aimed at adapting chemical additives used in civil construction to be used use in oilwell cement slurries systems, using Portland cement CPP-Special Class as the hydraulic binder. The chemical additives classified as defoamer, dispersant, fluid loss controller and retarder were characterized by infrared absorption spectroscopy, thermogravimetric analyses and technological tests set by the API (American Petroleum Institute). These additives showed satisfactory results for its application in cement slurries systems for oil wells. The silicone-based defoamer promoted the reduction of air bubbles incorporated during the stirring of the slurries. The dispersant significantly reduced the rheological parameters of the systems studied. The tests performed with the fluid loss controller and the retarder also resulted in suitable properties for application as chemical additives in cement slurries

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The purpose of this dissertation is whether the demand for manpower trained in technical school for the sector of Oil and Gas (O&G) is in balance with the offer of that training in the Brazilian education system. The methodology used to obtain such information was based on School Census 2000 and 2008 where data were worked out in order to clarify the numbers of enrollments in secondary technical level demanded by the sector of O&G. The demand for manpower with that qualification as a data source was the 2010-2014 Business Plan Program for Mobilization of the National Oil and Natural Gas (PROMINP). This Program identified the future demand for manpower for the Sector of the O&G until 2014 where the occupational categories are mapped prerequisite training and experience. In order to better understand the object of this study was dome a review of the literature with regard to technical education in Brazil but also the importance of the education to economic growth and the peculiarities of the oil economy in different countries possessors of those mines, or that is, developed and underdeveloped countries. Analysis showed that enrollment in technical education in Brazil had a significant increase between the dates 2000 and 2008. It also don´t bring balance with the characteristic of the dynamics of the productive sectors of the economy mainly due to heating of the economy before the global growth especially in the Construction Industry as well as in the Oil and Natural Gas Engineering and a Naval account of the discovery of oil in the Pre-Salt. Another important aspect is that one of the major problems of qualification of manpower in Brazil is due to a bad quality of the student´s school and high school which makes difficult a good performance in office work and also this ability to learn new functions. The rapprochement between the supply of the education system and the demand for manpower with training mid-level technical support for the sector O&G showed that most technical courses demanded or had no enrollment in 2008, had few enrollment in 15 states with demand expect to occur and those enrollment were unevenly distributed among states. The analysis therefore signalize the needed of a public policy that enables the adequacy of the education system (Secondary Technical Education) to Sector of O&G in terms of enrollment and its distribution between the oil producing states and in relation to technical expertise offered