883 resultados para Building materials industry
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This work studies the effect of incorporating fine recycled aggregates on the rheology of self-compacting concrete over time (at 15,45 and 90 min). The fine fraction of the natural aggregates was replaced at 0%, 20%, 50% and 100% with recycled sand. The fresh-state properties were studied by empirical tests (slump-flow, J-Ring, L-Box) and fundamental ones in an ICAR rheometer. The mixes with 50% and 100% recycled sand lost their SCC characteristics at 90 min. Contrarily the mix with 20% replacement maintained suitable passing and filling ability. The causes of this trend were an initial increase of plastic viscosity and afterwards an increase of yield stress. The compressive strength of the 50% and 100% replacement mixes decreased significantly and that of the 20% replacement mix less than 10%. (C) 2015 Elsevier Ltd. All rights reserved.
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Relatório de Estágio apresentado ao Instituto de Contabilidade e Administração do Porto para a obtenção do grau de Mestre em Contabilidade e Finanças, sob orientação da Professora Doutora Amélia Silva
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Proceedingsof the XII DBMC – 12th International Conference on Durability of Building Materials and Components, Vol.2, Porto, FEUP, March 2011, p.689-696
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XII DBMC – 12th International Conference on Durability of Building Materials and Components, Vol.2, Porto, 2011, p.737-744
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Proceedings of the XII DBMC – 12th International Conference on Durability of Building Materials and Components, Vol.2, V.P Freitas, H.Corvacho, M.Lacasse (eds.), Porto, FEUP, March 2011, p.713-720
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Durability of Building Materials and Components (Vasco Peixoto de de Freitas, J.M.P.Q. Delgado, eds.), Building Pathology and Rehabilitation, vol. 3, VIII, 105-126. ISBN: 978-3-642-37474-6 (Print) 978-3-642-37475-3 (Online). Springer-Verlag Berlin Heidelberg. DOI: 10.1007/978-3-642-37475-3_5
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Construction and Building Materials 51 (2014) 287–294
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Materials Science Forum Vols. 730-732 (2013) pp 433-438
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HMC08 - 1st Historical Mortars Conference: Characterization, Diagnosis, Conservation, Repair and Compatibility, LNEC, Lisbon, 24-26 September 2008
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Construction and Building Materials 54 (2014) 378–384
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XIII DBMC – 12th International Conference on Durability of Building Materials and Components,2-5 September 2014, Universidade de São Paulo, São Paulo, Brazil
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In the context of this dissertation several studies were developed resulting in submission and publication “Evaluation of mechanical soft-abrasive blasting and chemical cleaning methods on alkyd-paint graffiti made on calcareous stones” to Journal of Cultural Heritage. (http://dx.doi.org/10.101 /j.culher.2014.10.004)
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Resumo: Nos últimos anos tem-se verificado um interesse crescente pela área das colas naturais, em particular na produção de placas de derivados de madeira para utilização no interior das construções. Estas colas parecem ser uma boa alternativa às colas sintéticas, derivadas do petróleo, pois, ao contribuírem para uma melhor qualidade do ar interior associada a uma menor incorporação de energia no produto final, apresentam vantagens interessantes em termos ambientais e de saúde. Nesse sentido fez-se uma revisão da bibliografia sobre a utilização laboratorial e mesmo semi-industrial de colas naturais em placas de derivados de madeira. São apresentados e discutidos alguns exemplos de materiais que estas colas aglutinam, bem como as suas características finais com vista a futuros desenvolvimentos experimentais de placas fabricadas a partir de resíduos agrícolas comuns. Abstract: An increased interest for bio-based adhesives for wood-based panels for building purposes has been arising. This type of adhesives could be a good alternative for petroleum based synthetic adhesives as bio-based adhesives can contribute for healthier indoor environments and, simultaneously, present lower embodied energy. For the previous reasons a bibliographic review was conducted, on the use of bio-based adhesives for the production of wood-based building panels. Some examples of the adhesives, the type of applications and the characterization of the resulting products are presented and compared, bearing in mind contributing for a future increase of research in this area.
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Considering that the future of the construction sector in most European countries will mainly lie in the renovation of the existing building stock, in the next coming years thousands of energy inefficient buildings will need renovation to force EU member states to reach the EU 2020 targets and implement the Energy Performance of Buildings Directive (EPBD). Seeing the actual crisis in the construction sector as an opportunity, this work aims to develop a concept for prefabricated customizable sandwich panels for the multifunctional renovation of buildings, focusing also on technological innovation. More than a conventional solution, this proposal aims to combine sustainable and recycled building materials, available technologies and systems with advanced design and manufacturing tools within an integrated and mass-customizable approach of advanced building renovation prefabricated solutions. The adoption of these new proposed solutions would improve the living standards of the inhabitants of our cities, reducing energy inefficiency and other existing construction/renovation problems, while enabling some advanced features like the incorporation of technical modules that could even monitor the building performance during its full lifetime and the living conditions of its occupants.
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Joints play a major role in the structural behaviour of old timber frames [1]. Current standards mainly focus on modern dowel-type joints and usually provide little guidance (with the exception of German and Swiss NAs) to designers regarding traditional joints. With few exceptions, see e.g. [2], [3], [4], most of the research undertaken today is mainly focused on the reinforcement of dowel-type connections. When considering old carpentry joints, it is neither realistic nor useful to try to describe the behaviour of each and every type of joint. The discussion here is not an extra attempt to classify or compare joint configurations [5], [6], [7]. Despite the existence of some classification rules which define different types of carpentry joints, their applicability becomes difficult. This is due to the differences in the way joints are fashioned depending, on the geographical location and their age. In view of this, it is mandatory to check the relevance of the calculations as a first step. This first step, to, is mandatory. A limited number of carpentry joints, along with some calculation rules and possible strengthening techniques are presented here.