A gestão adequada de resíduos: ênfase ao setor de construção civil

O presente trabalho traz uma analise exploratória a cerca da situação do setor de construção civil e seu impacto ambiental, assim como, o problema da falta de gestão adequada, que possibilite através de politicas públicas e instrumentos econômicos, formas sustentáveis de lidar com os resíduos gerados em todo território nacional. Analisou-se o Plano Nacional de Resíduos Sólidos (PNRS), elaborado para nortear os municípios brasileiros na adequação da Politica Nacional dos Resíduos Sólidos. O PNRS expõe um histórico da situação dos resíduos, e apresenta alternativas especificas para corrigir as externalidades geradas por sua disposição indiscriminada, além de propor metas de gestão eficiente, e alertar quanto as punições estabelecidas pelo não cumprimento da Lei 12.305, que entrou em vigor no dia 02 de agosto de 2010, dando um prazo de quatro anos para que os municípios encontrassem maneiras de descartar de forma correta seus resíduos sólidos, dentre outras abordagens. Também foi realizado levantamento bibliográfico com uso de conceitos microeconômicos envolvendo externalidades, pelo qual se podem notar as diferentes formas negativas com que o setor impacta o meio ambiente.

Material para construção civil a partir de lodo de estação de tratamento de água, lama de polimento de mármore e resíduo de produção de cal

The rapid population growth is the great motivator for the development of the construction industry and the increased demand for drinking water, resulting in a gradual increase in the generation of solid waste. Thus, this work was carried out in order to recycle industrial and municipal wastes incorporating them into materials for civil construction. The composite produced from water treatment sludge and marble polishing mud, applying lime production waste as a binder, was evaluated for its mechanical performance and its morphological structure. The raw materials were characterized for their chemical composition, mineralogy, morphology, particle size and also the moisture content. With the featured materials nine compositions have been developed varying the content of the water treatment sludge between 25 to 50%, marble polishing mud between 35 to 50% and the lime production waste between 10 to 30%. The composites were subjected to mechanical strength tests, water absorption, chemical and mineralogical composition and morphology. The developed materials presented, on the 3rd day of hydration, maximum strength value of 4.65 MPa, the 7th day 6.36 MPa, on the 14th day 6.74 MPa, the 28th day 5.98 MPa, on the 60th day 8.52 MPa at 90th day 11.75 MPa and 180th day 12.06 MPa. The water absorption values after 28 days of hydration ranged from 16.27% to 26.32% and after 90 days, from 13.57% to 23.56%.

Sistema de gestão em segurança e saúde do trabalho (SGSST) integrando a norma OHSAS 18001 e NR-18: proposta para o setor da construção civil

The job security issue is crucial for the development of construction due to the need to ensure the health of workers, which is done by means of laws and production management. Thus, among various other laws, was enacted NR-18, in order to ensure the worker's minimum conditions for the development work. Despite legislative developments on the subject, they have become ineffective against the excessive number of accidents in the construction industry, bringing the company to greater in ensuring the health and safety of its workers. In view of this need for improvement of working environment in a general appearance, both for purposes of ensuring the law obedience as comfort for workers and quality of the organization, the System Health Management and Safety (OHSMS) is a valid tool demonstrates the evolution of business management, as well as OHSAS 18001 which proposes to ensure the efficiency and integration of a system geared to safety and health at work by means of implements and adaptations of it, in order to bring significant improvements to conditions of work, especially in the form of a new culture to be adopted by the company. Addressing the problem, this paper aims to develop a management system by OHSAS 18001 which is consistent with the terms of NR-18 as it is this integration of OHSMS Management System of the company as a usual practice of that aims at an improvement of work safety in the business of Buildings.

Desenvolvimento de cerâmica vermelha utilizando rejeitos da construção civil

The Industry of the Civil Construction has been one of the sectors that most contribute to the pollution of the environment, due to the great amount of residues generated by the construction, demolition and the extraction of raw material. As a way of minimizing the environmental impacts generated by this industry, some governmental organizations have elaborated laws and measures about the disposal of residues from the building construction (CONAMA - resolution 307). This work has as objective the reutilization of residues compound of sand, concrete, cement, red bricks and blocks of cement and mortar for the production of red ceramic, with the objective of minimizing costs and environmental impacts. The investigated samples contained 0% to 50% of residues in weight, and they were sintered at temperatures of 950°C, 1000°C, 1050°C, 1100°C and 1150°C. After the sinterization, the samples were submitted to tests of absorption of water, linear retraction, resistance to bending, apparent porosity, specific density, XRD and SEM. Satisfactory results were obtained in all studied compositions, with the possible incorporation of up to 50% of residues in ceramic mass without great losses in the mechanical strength, giving better results to the incorporation of 30% of residues in the fabrication of ceramic parts, such as roofing tiles, bricks masonry and pierced bricks

Viabilidade do uso agrícola de resíduo da construção civil e da indústria cerâmica: atributos químicos.

O setor de construção civil enfrenta sérios problemas quanto à disposição de resíduos, uma vez que gera grandes quantidades ao longo do processo de execução das obras ou devido ao desmonte de construções já existentes. A disposição inadequada desses resíduos pode provocar sérios danos ambientais, tais como degradação do solo e recursos hídricos. Uma opção interessante pode ser seu uso agrícola, entretanto existem poucos estudos sobre o tema. Assim, o presente estudo visou caracterizar resíduos da construção civil e avaliar seu efeito sobre alguns atributos do solo. Para tal, foram realizadas análises de pH, teor de macro e micronutrientes e de elementos potencialmente tóxicos. Os resultados indicaram que os resíduos não poderiam ser utilizados como fonte de nutrientes e que também não apresentavam limitações quanto à presença de elementos potencialmente tóxicos. Os altos valores de pH encontrados indicaram potencial dos resíduos em alcalinizar do solo, o que foi confirmado no ensaio em vasos. Também se constatou que os resíduos provocaram aumento da CTC. Assim, concluiu-se que é viável utilizar esses resíduos da construção civil em solos agrícolas, embora mais avaliações ainda devam ser realizadas.

Aproveitamento de resíduos minerais na formulação de argamassas para a construção civil

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

Modelo de previsão de falência: o caso da construção civil em Portugal

Dissertação de Mestrado, Finanças Empresariais, Faculdade de Economia, Universidade do Algarve, 2016

Levantamento das necessidades de formação em prevenção e segurança dos trabalhadores da construção civil e obras públicas: estudo de caso

Dissertação de mest. em Gestão Empresarial, Faculdade de Economia, Univ. do Algarve, 2003

Estudo sobre as potencialidades de compósitos à base de gesso e fibras de coco seco para aplicação na construção civil

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

Contributo para a gestão ambiental na construção civil

As questões ambientais têm assumido cada vez mais um papel importante e principalmente de reflexão no setor da construção civil e no público em geral. Consequentemente é notória a crescente consciencialização em questões ambientais desde a década de 60. O sector da construção civil gera grandes impactes ambientais, assim, surgiu a necessidade de pensar e desenvolver medidas e ações de modo a melhorar o seu desempenho. É essencial que o Dono da Obra e o Empreiteiro adotem medidas de prevenção ambiental, apostando na promoção da gestão ambiental, de acordo com a legislação em vigor garantindo o seu cumprimento e tornando o seu desempenho ambiental mais eficiente. Este projeto propõe uma abordagem à valorização da gestão ambiental na construção civil, abordando questões de sustentabilidade e planos de minimização e mitigação dos impactes ambientais gerados neste sector, apresentando-se como guia de procedimentos em obra, estabelecendo diretrizes e instruções a este nível. No desenvolvimento deste projeto, no enquadramento das questões ambientais e dos impactes gerados no sector da construção civil, aborda-se com maior pormenor os aspetos da gestão ambiental, efetuando-se um levantamento ao nível dos requisitos legais e boas práticas ambientais em relação à gestão dos resíduos, substâncias perigosas, águas residuais, emissões difusas, ruído e situações de emergência. Como caso prático, efetuou-se o acompanhamento ao nível da gestão ambiental a uma obra, por forma aplicar e demonstrar os conhecimentos adquiridos, no período compreendido entre setembro e março do ano atual, na qual foram identificados os impactes ambientais da empreitada, as medidas que foram implementadas, o controlo e monitorização, a análise dos dados constatados e as propostas de melhoria ao desempenho ambiental observado.

Análise de estruturas reticuladas utilizando o software excel pelo método dos elementos finitos

Pós-graduação em Engenharia Mecânica - FEG

Proposta de conector para ensaios de ligações CDE submetidas à tração perpendicular as fibras em madeira de pinus

The growth of urban population associated with the shortage of supply of public infrastructure such as hospitals, kindergartens, schools, among others, has reinforced the need to develop alternative methods that simplify the construction processes and allows for a reduction in these costs works. The conventional processes have increasingly been shown ineffective to solve the problem of demand for different types of urban and rural buildings. Given this fact, industrial construction processes can gain space and have proven to be highly interesting to solve the above problems, in particular, considering the cost-effective and time. Therefore, this study aimed to determine the influence of moisture on the strength of metal plate connections connectors (printed plate with teeth). For the sizing of the links between structural lumber using metal connectors with teeth prints; controlled process variables (drying of the wood and the different moisture contents), and finally found results and compare them with different literatures order to obtain a qualitative efficiency of the process. Some specimens had very low expectations, can be explained by the presence of bone marrow, and pre-existing cracks. Thus, the results were discarded for further analysis and more accurate results

Análise comparativa de tensões e deformações específicas em uma estrutura treliçada, utilizando abordagem experimental e pelo método de elementos finitos

The process of knowledge construction is associated with physical or mechanical view of the phenomenon. In mechanical engineering courses should supplement their courses with physical or virtual learning devices to aid visualization of these phenomena. For the purpose of improving the mechanical engineering department laboratory practice was developed, through a project, a didactic device a trellis. The purpose of this work is the detailed study by comparing the theoretical results with the experimental results collected through the specific strains collected in the Catman. The study was iniatially done with nodes made of aluminum, giving results with high errors not allowing a good conclusion of results. For best results were achieved an improvement of the structure with strict we support the lattice and, thus, further study and greater quality of lattice structure