Submitted by SBI Biblioteca Digital (sbi.bibliotecadigital@puc-campinas.edu.br) on 2018-02-16T17:20:40Z No. of bitstreams: 1 LILIAN CORPAS BUCENE OLIVEIRA.pdf: 2456363 bytes, checksum: dfcf0b460775e677213c888d5bb3611d (MD5) / Made available in DSpace on 2018-02-16T17:20:40Z (GMT). No. of bitstreams: 1 LILIAN CORPAS BUCENE OLIVEIRA.pdf: 2456363 bytes, checksum: dfcf0b460775e677213c888d5bb3611d (MD5) Previous issue date: 2017-12-14 / Funda??o de Amparo ? Pesquisa do Estado de S?o Paulo - FAPESP / The growth of urban centers has created new challenges for construction activities. It?s not only the environmental point of view, but also from logistical and economic reasons, two aspects that stand out, which are the management of rainwater and a destination of solid construction and demolition residues aggregate (RCD) . One of the alternatives to relieve the drainage system is the pervious concrete pavement (PCP), which allow infiltration of water into the base or soil, reducing floodings, water accumulations on roads and improving aquifers supply. The PCP employs in its composition, little or no fine aggregates, what providing a higher a volume of voids to the element, and consequently permeability. The addition of RCD in the pervious concrete?s composition is justified both by the increasing difficulty of disposal of these materials and by the reduction of the extraction of natural aggregates, favoring a reduction of the environmental impacts generated by the civil construction. Therefore, the production of pavement using pervious concrete made with recycled concrete aggregate (ARC) is one of the alternatives that has been researched to reduce the environmental impact of construction, protecting water resources and being able to avoid flood areas of flood with a lower consumption of natural goods. The effectiveness of water infiltration capability can be partially compromised due to the occurrence of clogging, which is influenced by the type and size of the infiltrated sediment into to the water and the precipitation intensity. This research studied two different types of PCP, produced with and without ARC, evaluating their behavior regarding mechanical, physical and hydraulic properties. A comparison was also made between different types of sediments to simulate the permeation of the pervious concrete. For this, laboratory studies were carried out and also equipment was developed to simulate a real situation of application of this type of concrete. It was observed the influence on the characteristics of PCP, with the use of ARC, as well as the permeability index after filling with various types of materials. The PCP using recycled aggregates obtained a satisfactory result, it was also verified that the test method to obtain the permeability index or the infiltration rate influenced in the analysis. It may also be noted that the adaptation of ?in situ? laboratory tests performed in the laboratory has not been shown to be adequate to the actual situation due to the influence of the floor base. / O crescimento dos centros urbanos tem produzido novos desafios ?s atividades da constru??o civil. N?o apenas do ponto de vista ambiental, mas tamb?m por quest?es log?sticas e econ?micas, dois aspectos v?m se destacando no ?mbito do setor nas grandes metr?poles, que s?o o manejo de ?guas de chuvas e a destina??o de res?duos s?lidos de constru??o e demoli??o (RCD). Uma das ferramentas que pode ser utilizada para aliviar o sistema de drenagem ? o emprego de pavimentos de concreto perme?vel (PCP), que permitem a infiltra??o de ?gua na base ou no solo, diminuindo os picos de cheia, ac?mulos de ?gua nas vias p?blicas, melhorando o abastecimento dos aqu?feros. O PCP ? uma mistura que emprega na sua composi??o pouco ou nenhum agregado mi?do, proporcionando maior ?ndice de vazios ao concreto, e consequentemente um elevado coeficiente de permeabilidade. A adi??o do RCD na composi??o do concreto perme?vel justifica-se tanto pela crescente dificuldade de descarte desses materiais quanto pela redu??o da extra??o de agregados naturais, propiciando uma redu??o dos impactos ambientais gerados pela constru??o civil. Portanto, a produ??o de pisos, usando o PCP elaborado com o agregado reciclado de concreto (ARC) proveniente do RCD, ? uma das alternativas que v?m sendo pesquisada para reduzir o impacto ambiental da constru??o, protegendo os recursos h?dricos e evitando ?reas de inunda??o com um menor consumo de bens naturais. A efic?cia da taxa de infiltra??o da ?gua de chuva no concreto perme?vel pode ser parcialmente comprometida devido ? ocorr?ncia da colmata??o, que ? influenciada pelo tipo e tamanho do sedimento infiltrado junto ? ?gua e a intensidade da precipita??o. Esta pesquisa estudou dois diferentes tipos de PCP, produzidos com e sem ARC, avaliando seu comportamento quanto ?s propriedades mec?nicas, f?sicas e hidr?ulicas. Tamb?m foi realizada uma compara??o entre diferentes tipos de sedimentos para simula??o da colmata??o do concreto perme?vel, para tal, foram realizados estudos em equipamentos desenvolvidos para simula??o do processo de colmata??o em um canteiro real. Observou-se a influ?ncia nas caracter?sticas do PCP, com o emprego do ARC, bem como a taxa de infiltra??o ap?s colmata??o com v?rios tipos de materiais. O emprego do ARC propiciou resultado satisfat?rio nas caracter?sticas do concreto perme?vel e verificou-se que os m?todos de ensaio para obten??o do coeficiente de permeabilidade ou da taxa de infiltra??o influenciam na an?lise do concreto perme?vel. Tamb?m pode-se notar que a adapta??o de ensaios para an?lise ?in loco? reproduzidos em laborat?rio n?o se mostrou adequada ? situa??o real devido a influ?ncia da base dos pavimentos.

Submitted by Silvana Teresinha Dornelles Studzinski (sstudzinski) on 2015-06-22T13:58:54Z No. of bitstreams: 1 Vinícius Martins Marques.pdf: 1733853 bytes, checksum: bb01aad5177e6a806c2cd05405f859e3 (MD5) / Made available in DSpace on 2015-06-22T13:58:54Z (GMT). No. of bitstreams: 1 Vinícius Martins Marques.pdf: 1733853 bytes, checksum: bb01aad5177e6a806c2cd05405f859e3 (MD5) Previous issue date: 2014-02-20 / FAPERGS - Fundação de Amparo à Pesquisa do Estado do Rio Grande do Sul / Sinduscon-NH - Sindicato das Indústrias da Construção Civil, de Olarias, Ladrilhos Hidráulicos, Produtos de Cimento, Serrarias e Marcenarias de Novo Hamburgo / A indústria da construção civil tem passado por transformações significativas no Brasil e há de se destacar a crescente demanda na reutilização dos resíduos do setor, incentivada principalmente pela regulamentação da resolução n° 307/2002 do Conselho Nacional do Meio Ambiente e da lei federal n° 12.305/2010 que institui a Política Nacional de Resíduos Sólidos. Em paralelo à preocupação com os resíduos de construção, verifica-se um agravante com relação aos resíduos classificados como perigosos, especificamente, para este trabalho, tratando-se do uso de materiais com amianto. Embora se tenha conhecimento sobre as consequências e os malefícios do uso deste constituinte, observa-se resistência do setor em substituir o material. É neste cenário que se insere o presente trabalho, que tem por objetivo avaliar o ciclo de vida deste tipo de resíduo através da aplicação da técnica de Análise do Ciclo de Vida (ACV) do material amianto no setor da construção civil, especificamente as telhas empregadas em coberturas. Nesta avaliação determinaram-se, para todas as etapas, as emissões atmosféricas causadoras do efeito estufa e da chuva ácida e as que possuem toxicidade humana, além do consumo de insumos (água e energia). Posteriormente foi aplicada a técnica do Levantamento de Aspectos e Impactos Ambientais (LAIA), a fim de comparar os melhores cenários criados na análise do ciclo de vida. Este levantamento agregou à avaliação da ACV os impactos de utilização de recursos naturais e os riscos à saúde devido aos fatores cancerígenos dos materiais constituintes das telhas. Foram avaliados seis cenários de ciclo de vida de telhas de fibrocimento, sendo três com amianto e três com polipropileno (fibra alternativa). Em todos estes cenários, se fixou o local de extração das matérias-primas, o local da obra em que seriam utilizadas as telhas e o local de destinação final dos resíduos após o ciclo de vida, variando-se o local de fabricação das mesmas. Como resultado final, perante as técnicas de ACV e LAIA, o melhor cenário com polipropileno apresentou melhor avaliação em quatro das sete categorias estudadas, em comparação ao melhor cenário com amianto, que obteve índices melhores nas outras três categorias. Por outro lado, quando foram desconsideradas as etapas de transporte na avaliação, o melhor cenário com amianto gerou menos impactos em seis das sete categorias, quando comparado com o melhor cenário com as fibras de polipropileno. Deste modo, na ciência de que a etapa de transporte sempre estará presente nos ciclos de vida, considerandose as duas técnicas, e sob o foco ambiental, verifica-se que os cenários de fabricação de telhas de fibrocimento sem amianto mostraram uma menor geração de emissões, porém com maior utilização de insumos (água e energia). Cabe salientar que, de todo ciclo de vida, os resultados mostraram uma maior geração de emissões nas etapas de transporte, portanto, ao se adotar valores de transportes menores, poderiam-se encontrar cenários mais favoráveis. / The construction industry has passed through significant changes in Brazil and it is of big importance to emphasize the growing demand for the reuse of this sector’s wastes, which is encouraged mainly by the National Environment Council’s regulation of the resolution 307/2002 and by the federal law 12.305/2010, which establishes the National Policy of Solid Waste. Together with the concern about construction waste, there are additional challenges regarding waste classified as hazardous, specifically, in this research project, the use of wastes composed by asbestos. Although the consequences and disadvantages of asbestos’ use are known, there is considerable resistance of the sector in substituting its use. This research project is, then, inserted in this scenario, with the purpose of evaluating the life cycle of this type of waste by applying the technique of Life Cycle Assessment (LCA) of asbestos in the civil construction sector, specifically in roof sheets. In this evaluation, the atmospheric emissions that cause the greenhouse effect and acid rain and the emissions with human toxicity potential beyond resource consumption (water and energy) were determined, in all the stages of the life cycle. After, aiming to compare the best scenarios generated in the life cycle analysis, the Assessment of Aspects and Environmental Impacts (AAEI) technique was applied. This assessment of the LCA evaluation added the impact on the use of natural resources and the health risk due the carcinogen factors of the tiles’ constituent material. Six scenarios of the fiber-cement tiles’ life cycle were evaluated, three of them containing asbestos and the other three containing polypropylene (alternative fiber). For all of them, the raw material extraction location, the location of the construction site in which the roof sheets would be used and the destination of the waste after its life cycle were determined, varying the location of production. As a final result, regarding the LCA and AAEI techniques, the best scenario with polypropilene had a better evaluation in four of the seven categories analyzed, in comparison to the best scenario with asbestos, which had better rates in the other three categories. When the transportation stages were not considered in the evaluation, the best scenario with asbestos generated fewer impacts in six of the seven categories than the one with polypropylene fiber (alternative fiber). Thus, with the knowledge that the transportation stages always will be part of life cycles, with both techniques considered, under the light of environmental evaluation, it is noticed that production scenarios of roofing tiles without asbestos show smaller generation of emissions, although with a higher resource consumption (water and energy). It is important to mention that, regarding the entire life cycle, the results have shown higher emission generation in the transportation stages; therefore, in adopting smaller transportation values, it would be possible to find more favorable scenarios.

O presente trabalho avaliou a viabilidade do uso de Resíduos de Construção e Demolição (RCD) provenientes da geração de dois traços de concretos distintos. Um Concreto Convencional-CC (traço em massa:1:2,94:3,56; a/c:0,61) utilizando cimento CP IV 32 e outro concreto de Alta Resistência-CAR (traço em massa:1:1,11:2; a/c: 0,22; com adição, aditivo e pó xadrez vermelho) utilizando cimento CP V-ARI. Após 28 dias de cura, 3 corpos de prova de cada traço foram submetidos ao ensaio de resistência a compressão axial apresentando em média para CC 21,02 MPa e para CAR 95,09 MPa. Os materiais de ambos os traços foram cominuídos através de um britador de mandíbula ajustado para granulometria menor que 19,1 mm e retido em 4,75 mm. Com isso, foram realizados ensaios de granulometria de cada traço, e misturados em volumes iguais para o beneficiamento do material. Os primeiros ensaios foram realizados no jigue a ar, porém os resultados apresentados foram insatisfatórios. Para o jigue à água ocorreu uma separação visível de 3 estágios (Topo, Meio e Fundo) Utilizando somente as camadas de topo e fundo, os agregados reciclados de concreto (ARC) foram utilizados para confecção de novos concretos. Os resultados apontaram que a aplicação do jigue à água possibilitou um beneficiamento do material para uso como agregado graúdo. Os ensaios de resistência à compressão, os concretos produzidos com a camada de fundo do agregado reciclado superaram os produzidos com agregado natural. Nos ensaios de módulo de elasticidade, os concretos com o agregado natural exibiram resultados melhores do que os reciclados do topo, porém para os concretos produzidos com os agregados do fundo, os módulos se igualaram aos dos concretos com agregado natural. No ensaio de absorção, o concreto reciclado mostrou uma absorção maior que o concreto natural. Para a carbonatação os concretos com agregados reciclados tiveram melhores resultados. As avaliações dos efeitos foram concludentes para o uso do jigue no beneficiamento do agregado reciclado de concreto (ARC). / The present work evaluates the feasibility of using Construction and Demolition Waste (CDW) generated by two different concrete mixes, one being aconventional concrete-CC (mix:mass: 1:2, 94:3, 56, w/c: 0,61) using CP IV 32, and another being a high strength concrete - CAR (mix:mass: 1:1, 11:2, w/c: 0.22), with the addition of additive and red pigment) using cement CP V-ARI. After 28 days of curing, three test specimens of each concrete were submitted to the resistance test, presenting 21.02 MPa on average for CC and 95.09 Mpa for CAR. The materials of both mixes were comminuted by jaw crusher, and sieved to a particle size range of -19.1 mm + 4.75 mm. With this, granulometry, tests of each concrete were performed and the concretes were mixed in equal volumes for the application of the material processing. The first tests were performed by air jig, but the results were found to be unsatisfactory A visible separation of 3 stages (Top, Middle and Bottom) was achieved by use of water jig. Using only the top and bottom layers, Recycled Concrete Aggregates (RCA) was added for the creation of new concrete. The results indicate that the application of the water jig made it possible to improve the material for use as a large aggregate. For the compressive strength tests, the concretes produced with the bottom layer of the recycled aggregate surpassed those produced with natural aggregate. In the modulus of elasticity tests, concretes with the natural aggregate presented better results than those recycled from the top. For the concretes produced with the bottom aggregates, the modules matched that of the concrete with natural aggregate. In the absorption test the recycled concrete showed a higher absorption than the natural concrete. For carbonation the recycled had better results. An evaluation of the results concludes in favor of the use of water jig for the recycling of concrete aggregates (RCA).

Orientador: Paulo Valladares Soares / Resumo: Os Resíduos da Construção e Demolição (RCD) são um grande problema da maioria das cidades brasileiras, nos aspectos ambiental, social e econômico. Esse problema também se destaca em Boa Vista, capital e maior cidade do estado de Roraima, com aproximadamente 63% da população estadual, onde os RCD representam quase 46% do total em massa de resíduos depositados no aterro municipal. Considerando que se têm poucas informações sobre a gestão de RCD na cidade, pois o Plano Municipal de Gestão Integrada de Resíduos Sólidos (PMGIRS) de Boa Vista ainda está em fase de implementação, este trabalho teve como objetivo realizar um diagnóstico da atual situação e sugerir ajustes na gestão e destinação dos RCD na cidade de Boa Vista, por meio de levantamento bibliográfico e trabalho a campo com entrevistas às empresas de construção, empresas de transporte de entulho, o poder público municipal e com uma empresa de reciclagem de entulho. O diagnóstico revelou que a maioria das empresas de construção e de transporte de entulho não atende à legislação atual, por falta de fiscalização das autoridades. O poder público municipal se esforça para implementar o PMGIRS e tentar acabar com os depósitos clandestinos e obrigar as grandes geradoras a parar de despejar os RCD no aterro municipal. Foi identificado que existe uma empresa de reciclagem de entulho atuante na cidade de Boa Vista, porém, enfrenta dificuldades para se estabelecer num mercado que é pouco desenvolvido, sem incentivos e com a lei de ... (Resumo completo, clicar acesso eletrônico abaixo) / Abstract: Construction and Demolition Waste (CDW) in the environmental, social and economic aspects are a big problem in most Brazilian cities, This problem also stands out in Boa Vista, capital and the largest city of Roraima state, with approximately 63% of state’s population, where the CDW represent almost 46% of the total mass of waste deposited in the municipal landfill. Considering that there is little information about the management of CDW in the city, because the Municipal Plan of Integrated Solid Waste Management of Boa Vista stills in implementation phase, this work aimed to diagnose the current situation and to suggest adjustments in the management and destination of the CDW in Boa Vista, through bibliographical survey and field work with interviews with construction companies, transportation companies of rubble, municipal public authorities and with a recycling company of rubble. The diagnosis revealed that most companies of construction and debris does not meet to current legislation, due to lack of supervision by the authorities. Municipal public authorities are struggling to implement the Municipal Plan of Integrated Solid Waste Management and try to stop clandestine deposits and force large generators to stop dumping CDW in the municipal landfill. It was identified that there is a recycling company of rubble in the city of Boa Vista, however, it faces difficulties to establish itself in a market that is poorly developed, without incentives and with the law of sustainab... (Complete abstract click electronic access below) / Mestre

A cadeia da construção civil é uma grande causadora de impactos ambientais, pois além do alto consumo de recursos naturais gera também grandes quantidades de resíduos. Isto traz elevados custos à sociedade pela necessidade de remoção e destinação dos resíduos, normalmente depositados em aterros. A reciclagem tem sido uma alternativa para redução do volume de resíduos finais. Estudos utilizando agregados reciclados de Resíduos de Construção e Demolição (RCD) para a produção de concreto têm sido realizados por vários pesquisadores indicando viabilidade técnica da sua aplicação. No entanto, há dúvidas que dificultam a implementação do uso de resíduos reciclados dada a grande variabilidade das suas propriedades devido à variação de sua constituição que é muito influenciada pela origem dos mesmos. Assim, alguns tratamentos são propostos com a intenção de otimizar o desempenho do concreto produzido com estes agregados reciclados. A presente dissertação tem como objetivo avaliar a influência dessas variabilidades dos agregados de RCD reciclados nas propriedades do concreto estrutural. Esses agregados foram provenientes das cidades de Macaé e São Paulo, ambos submetidos aos mesmos tipos de tratamento: (a) britagem e (b) britagem e separação densitária (jigue), atendendo a mesma faixa granulométrica de -19+4,8 mm. No programa experimental, foi utilizada a metodologia de dosagem convencional para a avaliação do comportamento mecânico do concreto reciclado. Neste estudo, os agregados foram utilizados sem pré-saturação, o que possibilitou o preenchimento de parte dos poros dos agregados pela pasta de cimento. Tal procedimento contribuiu para uma menor diferença relativa de desempenho do concreto convencional em relação ao produzido com agregados reciclados, principalmente para os concretos com maior relação água/cimento. Foram analisados os resultados de resistência à compressão, resistência à tração por compressão diametral, módulo de elasticidade, absorção de água, índice Binder Intensity e ensaio de ultra-som. Comprovou-se que a porosidade dos agregados é o fator principal de influência no comportamento do concreto. Já a origem dos agregados foi um fator secundário dado que os mesmos apresentavam diferentes porosidades em função da cidade onde foram obtidos. A separação densitária possibilitou a aproximação do comportamento dos agregados de diferentes origens por aproximar a porosidade dos mesmos. / The civil construction industry is a great producer of environment impacts. It also generates great amounts of residues, further the high consumption of natural resources. This fact brings high costs to society due to the need of residues removing and disposal, which typically occurs in landfills. Recycling has been an alternative to reduce the volume of residues. Studies using recycled aggregates from Construction and Demolition Waste (CDW) to produce concrete have been carried out by several researchers, indicating that is technically feasible in terms of application. However, there are questions that turns difficult the implementation of the use of recycled residues, due to the great variability of their properties as a result of the variation of their constitution, which is strongly influenced by their origin. Thus, a few treatments are proposed, aiming at optimizing the performance of these recycled aggregates to produce concrete. The present work aims at assessing the influence of the recycled CDW aggregates on the properties of structural concrete. These aggregates originated from the cities of Macaé and São Paulo, and both were submitted to the same type of treatment: (a) crushing and (b) crushing and density separation (jig), complying with the same granulometric range of -19+4.8 mm. The conventional mix design methodology was used in the experimental program to assess the concrete behavior and the influence of the recycled material. The aggregates were used in this study without being pre-saturated, which allowed filling up part the pores of the aggregates with cement paste. Such procedure contributed for a smaller relative difference on the performance of the conventional concrete and that one produced with recycled aggregates, especially the concrete with a higher water/cement ratio. The compressive strength, split tensile strength, elastic modulus, water absorption, Binder Intensity index and measuring of ultrasonic testing were analyzed. The porosity of the aggregate was proved to be a prevalent factor influencing the behavior of the concrete. The origin of the aggregates was a secondary factor because they had different porosities according to the city where they were obtained. The density separation allowed the reduction of the difference in behavior between the concretes produced with aggregates from different origins by approaching their porosity.

Solid wastes containing sulfate, such as construction and demolition debris (CDD), are an important source of pollution, which can create a lot of environmental problems. It is suggested that these wastes have to be separated from other wastes, especially organic waste, and place it in a specific area of the landfill. This results in the rapid rise of the disposal costs of these gypsum wastes. Although these wastes can be reused as soil amendment or to make building materials, a concern has been raised by regulators regarding the chemical characteristics of the material and the potential risks to human health and the environment due to CDD containing heavy metals and a high sulfate content. Soils containing gypsum, namely gypsiferous soils, also have several problems during agricultural development such as low water retention capacity, shallow depth to a hardpan and vertical crusting. In some mining areas, gypsiferous soil problems occur, coupled with acid mine drainage (AMD) problems which cause a significant environmental threat. Reduction of the sulfate content of these wastes and soils is an option to overcome the above mentioned problems. This study aimed to develop sulfate removal systems to reduce the sulfate content of CDD and gypsiferous soils in order to decrease the amount of solid wastes as well as to improve the quality of wastes and soils for recycling purposes or agricultural applications. The treatment concept leaches the gypsum contained in the CDD by water in a leaching step. The sulfate containing leachate is further treated in biotic or abiotic systems. Biological sulfate reduction systems used in this research were the Upflow Anaerobic Sludge Blanket (UASB) reactor, Inverse Fluidized Bed (IFB) Reactor and Gas Lift Anaerobic Membrane Bioreactor (GL-AnMBR). The highest sulfate removal efficiency achieved from these three systems ranges from 75 to 95%. The treated water from the bioreactor can then be reused in the leaching column. Chemical sulfate removal (abiotic system) is an alternative option to treat the CDD leachate. Several chemicals were tested including barium chloride, lead(II) nitrate, calcium chloride, calcium carbonate, calcium oxide, aluminium oxide and iron oxide coated sand. A sulfate removal efficiency of 99.9% was achieved with barium chloride and lead(II) nitrate.For AMD and gypsiferous soils treatment, five types of organic substrate including bamboo chips (BC), municipal wastewater treatment sludge (MWTS), rice husk (RH), coconut husk chip (CHC) and pig farm wastewater treatment sludge (PWTS) were tested as electron donors for biological sulfate reduction treating AMD. The highest sulfate reduction efficiency (84%) was achieved when using the combination of PWTS, RH and CHC as electron donors. Then, this organic mixture was further used for treatment of the gypsiferous soils. The gypsum mine soil (overburden) was mixed with an organic mixture in different amounts including 10, 20, 30 and 40% of soil. The highest sulfate removal efficiency of 59% was achieved in the soil mixture which contained 40% organic material.The removal of sulfide from the effluent of the biological sulfate reduction process is required as sulfide can cause several environmental impacts or be re-oxidized to sulfate if directly discharged to the environment. Electrochemical treatment is one of the alternatives for sulfur recovery from aqueous sulfide. A non-catalyzed graphite electrode was tested as electrode for the electrochemical sulfide oxidation. A high surface area of the graphite electrode is required in order to have less internal resistance as much as possible. The highest sulfide oxidation rate was achieved when using the external resistance at 30 Ω at a sulfide concentration of 250 mg L-1

The subject of the dissertation is the issue of the waste management with special emphasis on the recycling of the construction and demolition waste. The recourse is an analysis of the key instruments regulating the activities and behaviour of market operators in this field toward fulfilling all-society priorities and principles of the sustainable development, where special accent is put on the area of subsidy policies and programmes. The aim of the dissertation is to analyse and evaluate the setting of the selected subsidy programme in terms of economic and ecological efficiency with the emphasis on the assessment of the impact on the recipient. The subject of the research will be a priority axis 4 "Improvement of Waste Management and Removal of Old Environmental Burdens" within the Operational Programme Environment 2007 - 2013. In the literature review basic concepts and important definitions are defined, followed by the comprehensive and complex searches of the problematics from different angles of view. First of all, the global aspect of environmental protection is discussed, broader historical, legal, economic and political contexts, that are essential fundament for understanding the current and future challenges both globally regionally, are summarized. Hereafter, a more detailed description of the situation of the European Union is followed, then the overview is completed by a detailed view at the state of the problematics in the Czech Republic. Subsequent chapters are devoted to a detailed analysis of the waste management sector, again in terms of global, European and national standpoint, in the end the view is focused on the key issue of the dissertation problematics of construction and demolition waste. In the application part the fulfilling of the stated objective of the dissertation through four defined hypothesis is solved. Hypotheses verify the efficiency and appropriateness of the setting of the system of subsidies in the frame of the monitored programme. The emphasis is imposed on the assessment of the impact of the allocated subsidies to the private entities on their economic and environmental efficiency.

O presente trabalho avaliou a viabilidade do uso de Resíduos de Construção e Demolição (RCD) provenientes da geração de dois traços de concretos distintos. Um Concreto Convencional-CC (traço em massa:1:2,94:3,56; a/c:0,61) utilizando cimento CP IV 32 e outro concreto de Alta Resistência-CAR (traço em massa:1:1,11:2; a/c: 0,22; com adição, aditivo e pó xadrez vermelho) utilizando cimento CP V-ARI. Após 28 dias de cura, 3 corpos de prova de cada traço foram submetidos ao ensaio de resistência a compressão axial apresentando em média para CC 21,02 MPa e para CAR 95,09 MPa. Os materiais de ambos os traços foram cominuídos através de um britador de mandíbula ajustado para granulometria menor que 19,1 mm e retido em 4,75 mm. Com isso, foram realizados ensaios de granulometria de cada traço, e misturados em volumes iguais para o beneficiamento do material. Os primeiros ensaios foram realizados no jigue a ar, porém os resultados apresentados foram insatisfatórios. Para o jigue à água ocorreu uma separação visível de 3 estágios (Topo, Meio e Fundo) Utilizando somente as camadas de topo e fundo, os agregados reciclados de concreto (ARC) foram utilizados para confecção de novos concretos. Os resultados apontaram que a aplicação do jigue à água possibilitou um beneficiamento do material para uso como agregado graúdo. Os ensaios de resistência à compressão, os concretos produzidos com a camada de fundo do agregado reciclado superaram os produzidos com agregado natural. Nos ensaios de módulo de elasticidade, os concretos com o agregado natural exibiram resultados melhores do que os reciclados do topo, porém para os concretos produzidos com os agregados do fundo, os módulos se igualaram aos dos concretos com agregado natural. No ensaio de absorção, o concreto reciclado mostrou uma absorção maior que o concreto natural. Para a carbonatação os concretos com agregados reciclados tiveram melhores resultados. As avaliações dos efeitos foram concludentes para o uso do jigue no beneficiamento do agregado reciclado de concreto (ARC). / The present work evaluates the feasibility of using Construction and Demolition Waste (CDW) generated by two different concrete mixes, one being aconventional concrete-CC (mix:mass: 1:2, 94:3, 56, w/c: 0,61) using CP IV 32, and another being a high strength concrete - CAR (mix:mass: 1:1, 11:2, w/c: 0.22), with the addition of additive and red pigment) using cement CP V-ARI. After 28 days of curing, three test specimens of each concrete were submitted to the resistance test, presenting 21.02 MPa on average for CC and 95.09 Mpa for CAR. The materials of both mixes were comminuted by jaw crusher, and sieved to a particle size range of -19.1 mm + 4.75 mm. With this, granulometry, tests of each concrete were performed and the concretes were mixed in equal volumes for the application of the material processing. The first tests were performed by air jig, but the results were found to be unsatisfactory A visible separation of 3 stages (Top, Middle and Bottom) was achieved by use of water jig. Using only the top and bottom layers, Recycled Concrete Aggregates (RCA) was added for the creation of new concrete. The results indicate that the application of the water jig made it possible to improve the material for use as a large aggregate. For the compressive strength tests, the concretes produced with the bottom layer of the recycled aggregate surpassed those produced with natural aggregate. In the modulus of elasticity tests, concretes with the natural aggregate presented better results than those recycled from the top. For the concretes produced with the bottom aggregates, the modules matched that of the concrete with natural aggregate. In the absorption test the recycled concrete showed a higher absorption than the natural concrete. For carbonation the recycled had better results. An evaluation of the results concludes in favor of the use of water jig for the recycling of concrete aggregates (RCA).

Made available in DSpace on 2016-06-02T20:00:25Z (GMT). No. of bitstreams: 1 DissVSA.pdf: 3391390 bytes, checksum: 3803c077fb65e4d71788e0cd1fffe81b (MD5) Previous issue date: 2002-10-31 / Special solid waste has been observed at Universidade Federal de São Carlos (UFSCar), campus of São Carlos, and the types of waste have been classified under the following categories: dry recyclable waste (DRW), construction and demolition waste (CDW), yard solid waste (YSW) and laboratorial chemical waste (LCW). It was intended to offer the necessary support in order to achieve a proper management of those types of waste, based on the Agenda 21 and on specific local features. First, data was collected from the specialized literature. Then, field research was held at various Brazilian universities, as well as direct inquiry with the people in charge. Finally the present waste management situation at UFSCar was diagnosed, by identifying the generation sections, and the collection, transportation, treatment and disposal procedures applied at the site. Those procedures or the ones being installed at present were analyzed in order to spot their flaws. Results showed that, although CDW is 4properly collected, it is disposed at dumps around the town without special treatment, causing environmental impacts. DRW, paper specially, is collected to be recycled, but the system presents various management flaws. LCW presented a cumulative stock that should be eliminated by a project in implementation phase, consisting in the proper packing and transportation for incineration. Regarding the LCW to be generated, its management must follow source minimization and prevention procedures before being sent to the Waste Control Center serving the whole campus. YSW is partially used at the university restaurant boiler and as forage at the vegetable garden. The remains are disposed at the rural area of the campus. To improve the special solid waste management at UFSCar, it is necessary to increase the quality on the DRW selective collection, to find better methods of packing and possible recycling to CDW, as well as the complete implementation of the project to minimize and treat LCW. / Este trabalho avaliou a questão dos resíduos especiais em universidades, visando fornecer subsídios para uma gestão com base na Agenda 21 e em características específicas locais tendo como objeto empírico a Universidade Federal de São Carlos (UFSCar), campus de São Carlos. Os resíduos considerados foram os recicláveis secos (RRS), os de construção e demolição (RCD), os de poda e capina (RPC) e os químicos de laboratório (RQL). O trabalho desenvolveu-se em cinco etapas. Numa primeira, fezse o levantamento de dados na literatura especializada. Em seguida, foram feitas consultas diretas e visitas a algumas universidades brasileiras. Na etapa posterior, foi elaborado um diagnóstico da situação atual daqueles resíduos na UFSCar, identificando-se as fontes geradoras e as formas de coleta, de transporte, de tratamento e de disposição final. Foram avaliados os procedimentos existentes e em implantação, detectando-se suas possíveis falhas. Os resultados obtidos indicaram que os RCD são coletados adequadamente, porém lançados em bota-fora na cidade, sem qualquer tratamento e gerando impactos. Os RSS, em especial os papéis, estão sendo coletados seletivamente, entretanto o sistema apresenta várias falhas de gerenciamento. Os RQL apresentam um passivo que necessita ser eliminado, já havendo um projeto em implantação, que prevê seu acondicionamento adequado e tratamento. Os RQL que vierem a ser gerados deverão obedecer a procedimentos de prevenção e minimização de resíduos na fonte, e somente então deverão ser encaminhados a uma Central de Processamento de Resíduos, que atenderá a todo o campus. Os RPC estão sendo em parte reaproveitados na caldeira do restaurante universitário e como forragem na horta, sendo o restante depositado na área rural do campus. Como subsídios para a gestão dos resíduos especiais na UFSCar, foram propostas medidas de ampliação e de melhoria no gerenciamento da coleta seletiva de RRS; melhores formas de acondicionamento e possível reutilização dos RCD; e, com relação aos RQL, efetiva implantação das medidas já previstas, tanto de minimização quanto de tratamento.

Made available in DSpace on 2014-12-17T14:52:54Z (GMT). No. of bitstreams: 1 AlcidesFSF.pdf: 734255 bytes, checksum: 47cc13ea70d864d6a5ffe61ff57b1128 (MD5) Previous issue date: 2005-11-10 / The present work has the objective of presenting an investigation about the quantification, classification and destination of the waste of construction and demolition (RCD) in the city of Natal - RN, focusing the aspects of the environmental impacts and the strategic importance of the environmental administration in the earnings of productivity of the companies. Of the environmental point of view the research intends to identify and to quantify the monthly and annual production of RCD in the city, as well as to know the places of deposition of those residues. To reach the objectives of the study, an exploratory and descriptive research was accomplished, using a questionnaire with closed subjects and an open one, applied in 25 entrepreneurs of the branch of the building site, being 21 builders and 4 entrepreneurs of collection companies and removal dumps. As form of analysis of the data, the descriptive analysis was used and of crossing. The production engineering considers important the insert of best production practices and administration of the product in the companies, with views to the increase of your competitiveness, productivity earnings and improvement of the environmental aspects with views to the consumer's satisfaction, in that case the buyer of immobile. The principal results of the investigation demonstrate that there was not great variability of answers with relationship to the interviewees opinion in what he refers to the environmental practices. In your majority the building site interviewees entrepreneurs evidenced the absence of the public power, particularly the city hall of Natal, in the control, fiscalization and creation of mechanisms for a correct destination of RCD, as well as for your reuse and recycle. On the other hand also it was evident that the recycle or the reuse of RCD on the part of the companies is a rare practice and a lot of times inexistent, although the entrepreneurs' of the building site section great majority recognizes that would have won of productivity with the correct and intensive use of such measures / O presente trabalho tem o objetivo de apresentar uma investiga??o sobre a quantifica??o, classifica??o e destina??o dos res?duos s?lidos de constru??o e demoli??o (RCD) na cidade do Natal - RN, enfocando os aspectos dos impactos ambientais e a import?ncia estrat?gica da gest?o ambiental no ganho de produtividade das empresas. Do ponto de vista ambiental a pesquisa prop?e identificar e quantificar a produ??o mensal e anual de RCD na cidade, bem como conhecer os locais de disposi??o final desses res?duos. Para atingir os objetivos do estudo, foi realizada uma pesquisa explorat?ria e descritiva, utilizando um question?rio com quest?es fechadas e uma aberta, aplicados em 25 empres?rios do ramo da constru??o civil, sendo 21 construtores e 4 empres?rios de empresas de coleta e remo??o de entulhos. Como forma de an?lise dos dados, foi utilizada a an?lise descritiva e de cruzamento. A engenharia de produ??o considera importante a inser??o de melhores pr?ticas de produ??o e gest?o do produto nas empresas, com vistas ao aumento de sua competitividade, ganho de produtividade e melhoria dos aspectos ambientais com vistas ? satisfa??o do consumidor, nesse caso o comprador de im?veis. Os principais resultados da investiga??o demonstram que n?o houve grande variabilidade de respostas quanto ? opini?o dos entrevistados no que se refere ?s pr?ticas ambientais. Em sua maioria, os empres?rios da constru??o civil entrevistados evidenciaram a aus?ncia do poder p?blico, particularmente a prefeitura de Natal, no controle, fiscaliza??o e cria??o de mecanismos para uma correta destina??o dos RCD, bem como para o seu reaproveitamento e reciclagem. Por outro lado tamb?m ficou evidente que a reciclagem ou o reaproveitamento dos RCD por parte das empresas ? uma pr?tica rara e muitas vezes inexistente, embora a grande maioria dos empres?rios do setor de constru??o civil reconhe?am que teriam ganhos de produtividade com a utiliza??o correta e intensiva de tais medidas