Betão com agregados reciclados: estado da arte e análise à gestão e utilização na Região Autónoma da Madeira

Nas últimas décadas temos assistido a um crescimento da produção de resíduos de construção e demolição. Surge então a necessidade de fazer uma gestão consciente destes resíduos reintroduzindo-os quando possível, no ciclo de vida de novas construções, provocando uma redução quer das zonas de aterro quer da abertura de novas zonas de extração de inertes as quais, provocam um elevado impacto ambiental afetando a biodiversidade existente nessas zonas. Com esta intenção, o presente trabalho centra-se na temática do betão com agregados reciclados e pretende contribuir para o seu conhecimento, analisando as características quer dos agregados reciclados quer do betão com eles confecionado, seguindo normas e diretrizes recomendadas por diferentes especificações um pouco por todo o mundo. Ainda no mesmo contexto o estudo pretende conhecer o destino (eliminação, aterro, valorização, etc.) dado aos RCD procedentes de betão na Região Autónoma da Madeira. A análise da bibliografia existente demonstra perdas nas características destes betões reciclados quando comparados com betões convencionais, isto sem dúvida devido principalmente à quantidade de pasta de cimento aderido presente na composição do agregado reciclado, a qual afeta direta e indiretamente a maioria das propriedades quer do agregado reciclado quer do betão com eles confecionado. Foi recolhida informação que permite caracterizar o sector da construção civil, fazendo o diagnóstico do estado atual da gestão dos resíduos de construção e demolição que é feita pelas empresas de construção sediadas na RAM, mais concretamente a gestão dos resíduos de betão e a reutilização e reciclagem dos mesmos.

Durabilidade do betão: caracterização de amostras de betão recolhidas ao longo de dois túneis da Região Autónoma da Madeira

Na realização deste trabalho pretendeu-se caracterizar amostras de betão recolhidas ao longo de dois túneis da Região Autónomo da Madeira com o objetivo de traçar um perfil de composição e relacionar com a durabilidade. Para tal foram recolhidas amostras em dois túneis, o Túnel da Cruz Vermelha e o Túnel da Encumeada. De modo a caracterizar o betão foram realizados ensaios de carbonatação, determinação do teor de cloretos em profundidade em laboratório, termogravimétrica, análise macroestrutural e de difração raios X. Realizou-se uma previsão de quando é que as armaduras poderão deixar de estar passivadas devido a carbonatação (período de iniciação) e quando é que os túneis deverão ser alvos de reparações devido a corrosão (período de propagação). Tentou-se verificar a influência da carbonatação em altura no Túnel da Cruz Vermelha. Demonstrou-se que a fissuração é uma zona de fácil acesso para as substâncias agressivas penetrarem para o interior do betão, nomeadamente o dióxido de carbono relacionado com a carbonatação. Demonstrou-se também que é possível determinar a profundidade carbonatação através da difração de raios X. Verificou-se que o método (difração de Raio X) usado para determinar a composição do betão de ambos os túneis é viável. Constatou-se que praticamente todas as carotes apresentam pontos com valores de cloretos superiores aos permitidos pela norma atualmente em vigor (NP EN 206-1: 2007). Uma das possíveis razões para esses valores é o facto de na RAM, a areia utilizada no fabrico do betão ser de origem marítima. Em termos da profundidade de carbonatação verificou-se que praticamente em todas as amostras, o valor determinado ainda não tinha alcançado as armaduras e deste modo encontravam-se passivadas, com exceção a carote nº10 (Túnel Encumeada) em que a carbonatação já tinha ultrapassado o valor do recobrimento e a armadura já apresentava sinais de corrosão.

A forma no edifício residencial vertical em Natal : 1969 a 2000 :

This essay focuses on issues related to internal problems of the architecture discipline, specially those related to the aesthetics of the buildings. The universe analyzed in this research is constituted of some of the vertical housing built in Natal from the period of 1969 to 2000. As we could observe there are many different aspects in these apartment buildings external appearance, denoting increasing preoccupations in their formal elaboration in the battlefield for diversity against monotony of the simple prismatic volumetric forms.

Natureza morta...edifício com vida: uma arquitetura sustentável para o Serviço de Verificação de Óbitos

Sustainability in buildings, while reducing the impact on the environment, contributes to the promotion of social welfare, to increase the health and productivity of occupants. The search for a way of build that meets the aspirations and development of humanity without, however, represent degradation of the environment, has become the great challenge of contemporary architecture. It is considered that the incorporation of principles that provide a sustainable building with careful choices of design solutions contribute to a better economic and thermal performance of the building, as well as functional and psychological comfort to its users. Based on this general understanding, this paper presents an architecture project aimed to health care whose the solutions adopted follow carefully the relevant legislation and sets his sights on the theme of sustainability. The methodology began with studies on the themes of verification service of deaths, sustainability and those application in construction developed through research in academic studies and analysis of architectural projects, using them like reference for the solutions adopted. Within the project analysis was performed a visit to the verification service of deaths in the city of Palmas in Tocantins, subsidizing information that, plus the relevant legislation, led to functional programming and pre-dimensional of the building to be designed. The result of this programming environments were individual records with information from environmental restrictions, space required for the development of activities, desirable flow and sustainability strategies, that can be considered as the first product of relevance of the professional master's degree. Finally we have outlined the basic design architecture of a Verification Service of Death SVO/RN (in portuguese), whose process of projecting defined as a guiding line of work four points: the use of bioclimatic architecture as the main feature projectual, the use of resources would provide minimal harm to the environment, the use of modulation and structure to the building as a form of rationalization and finally the search for solutions that ensure environmental and psychological comfort to users. Importantly to highlight that, besides owning a rare theme in literature that refers to architectural projects, the whole project was drawn up with foundations in projective criteria that contribute to environmental sustainability, with emphasis on thermal performance, energy efficiency and reuse of rainwater

Projeto de um edifício para fins educacionais com foco na racionalização do consumo de água

The urban growth without the prior infrastructure has caused many environmental impacts such as the damage to quality of the water resources in the cities. Along with natural scarcity in some regions, this is one of the factors that limit the availability of drinking water. As a result, the conservation of drinking water is becoming one of the major concerns in sustainable architectural projects. Within this context, this dissertation proposes to develop the design of an educational building focusing on water consumption rationalization. The proposed project is located in UFRN Campus at Currais Novos, an area of warm and dry climate and low rainfall. The proposal seeks to integrate ways to reduce water consumption o to architecture, in order to exploit the advantages and savings. After quantifying the benefits achieved, it was concluded that it is possible to reduce significantly the drinking water consumption in educational buildings in universities using three principles: reduction the water consumption at the point of use, replacement of the water source and internal recycling. Calculations and simulations indicated that the proposed building may have water consumption up to 56% lower than if it would be provided by conventional facilities. Rationalization of water consumption brings direct and indirect benefits, with influences on the environmental, social and economic fields

Layout, conforto e satisfação dos usuários em escritórios: uma avaliação pós-ocupação no edifício da sede administrativa do INPE-CRN

This research aimed to identify the link between the layout of workspaces in offices and the design strategies for environmental comfort. Strategies surveyed were focused on the thermal, visual and luminic comfort. In this research, visual comfort is related to issues of visual integration within and between the interior and exterior of the building. This is a case study conducted at the administrative headquarters of Centro Regional Nordeste do Instituto de Pesquisas Espaciais (INPE-CRN), located in Natal/RN. The methodological strategy used was the Post-Occupancy Evaluation, which combined the survey data on the building (layout of workspaces, bioclimatic strategies adopted in the design, use of these strategies) with some techniques aimed at acquiring qualitative information related to users. The workspace layout is primordial to satisfaction and productivity of workers. Issues such as concentration, communication, privacy, personal identity, density and space efficiency, barriers (access, visual and even ventilation and lighting), among others, are associated with the layout. The environmental comfort is one of the essential elements to maintaining life quality in workplace. Moreover, it is an important factor in user`s perception of the space in which he or she are inserted. Both layout and environmental comfort issues should be collected and analyzed in the establishment phase of the programming step. That way, it is possible to get adequate answers to these questions in subsequent project phases. It was found that changes in the program that occurred over time, especially concerning persons (number and characteristics), resulted in changes in layout, generating high density and inflexible environments. It turns difficult to adjust the furniture to the occupants` requirement, including comfort needs. However, the presence of strategies for environmental quality provides comfort to spaces, ensuring that, even in situations not considered optimal, users perceive the environment in a positive way. It was found that the relationship between environmental comfort and layout takes the following forms: in changing the perception of comfort, depending on the layout of the arrangements; adjustments in layout, due to needs for comfort; and the elevation of user satisfaction and environmental quality due to the presence of strategies comfort even in situations of inadequate layout

Moro em edifício histórico, e agora?: avaliação pós-ocupação de habitações multifamiliares no Centro Histórico de São Luís -MA

The central question of the research if inserts in thematic current and of relevance for the studies in Preservation and a Conservation of Historical Centers. It analyzes the relations between habitacional use, satisfaction of the inhabitants and preservation of the patrimony constructed in the Historical Center of São Luis-MA It considers that the use is factor that makes possible the transformation of spaces in places , prioritizing the point of view of the user as essential element to the analysis of the reality and that enriches the evaluation technique of the functional and formal aspects of the constructed environment. It is looked to understand the relation man-environment, and mainly, to verify as it happens throughout the process of the occupation and of appropriation of historical buildings destined to habitacional reuse, and still if this appropriation favors the preservation of the Historical Center of São Luís

Padronização e flexibilidade: proposta de um edifício tipo para uma escola técnica profissionalizante

Nowadays the acquisition of sustainable elements and concepts in construction has been increasingly discussed, improved and incorporated to buildings, since the sector directly interferes in the urban space and environment, representing environmental impact. In order to make a sustainable building (Green Building) it is vital to incorporate less damaging constructive practice, starting from the project until the operation of the enterprise, that means to consider an integrated process of conception, implementation, construction and operation. The more effective sustainable principles participation in architecture happens at the projecting step through minimal environment impact solutions. Among the issues varieties that goes with sustainability proposal of the buildings project, there were added to this work the elements that are directly attached to bioclimatic architecture, more specifically the climate variation, ventilation, lighting and sunlight, that directly affect the project conception. It is important to put in evidence that architecture role goes far beyond the simple activity of building spaces; it is the sequence of political, economic, social and cultural elements, having the users as the main apparatus to its materialization. Thereby this professional dissertation consists of an architecture draft for a professional and technological school in the Rio Grande do Norte State, this dissertation is based on the analysis of previous experience and the bioclimatic principles that implicate in building on hot and dry, hot and humid climates, and the use of strategic solutions that aim the optimization of natural light and ventilation

Estudo de inibidores de corrosão em concreto armado, visando a melhoria na sua durabilidade

This thesis has as objective presents a methodology to evaluate the behavior of the corrosion inhibitors sodium nitrite, sodium dichromate and sodium molybdate, as well as your mixture, the corrosion process for the built-in steel in the reinforced concrete, through different techniques electrochemical, as well as the mechanical properties of that concrete non conventional. The addition of the inhibitors was studied in the concrete in the proportions from 0.5 to 3.5 % regarding the cement mass, isolated or in the mixture, with concrete mixture proportions of 1.0:1.5:2.5 (cement, fine aggregate and coarse aggregate), superplasticizers 2.0 % and 0.40 water/cement ratio. In the modified concrete resistance rehearsals they were accomplished to the compression, consistence and the absorption of water, while to analyze the built-in steel in the concrete the rehearsals of polarization curves they were made. They were also execute, rehearsals of corrosion potential and polarization resistance with intention of diagnose the beginning of the corrosion of the armors inserted in body-of-proof submitted to an accelerated exhibition in immersion cycle and drying to the air. It was concluded, that among the studied inhibitors sodium nitrite , in the proportion of 2.0 % in relation to the mass of the cement, presented the best capacity of protection of the steel through all the studied techniques and that the methodology and the monitoring techniques used in this work, they were shown appropriate to evaluate the behavior and the efficiency of the inhibitors

Passado e presente nas relações Colômbia-Estados Unidos: a estratégia de internacionalização do conflito armado colombiano e as diretrizes da política externa norte-americana

Este artigo tem como objetivo analisar a dinâmica das relações entre Colômbia e EUA, com ênfase no governo de Álvaro Uribe (2002-...). Para tanto, são examinadas a estratégia de internacionalização do conflito armado colombiano e os aspectos da intervenção dos EUA mediante o Plano Colômbia. Como conclusão, o trabalho sugere que as recentes mudanças políticas nos EUA têm causado impacto nas diretrizes das relações das relações entre EUA e Colômbia.

Dependência estrutural da capacidade de rotação plástic em vigas de concreto armado

Summary In this work the structural dependence of plastic rotation capacity in RC beams is evaluated using the Finite Element Method. The objective is to achieve a better understanding of the non-linear behavior of reinforced concrete members and perform extensive parameter studies, using a rational model developed by Bigaj [1] to analyze the phenomenon of plastic rotation capacity in reinforced concrete members. It is assumed that only bending failure is relevant due to sufficient member resistance against shear and torsion. The paper begins with the physical and theoretical background of the phenomenon of plastic hinge development in RC structures. Special emphasis is laid on the issue of structural dependence of deformation capacity of plastic hinges in RC members. Member size dependence and influence of properties of construction materials were emphasized as well. The essential components of the Bigajs model for calculating the plastic rotation capacity are discussed. The behaviour of the plastic hinge is analysed taking into account the strain localisation in the damage zones of the hinge region. The Fictitious Crack Model (FCM) and the Compressive Damage Zone Model (CDZ) are adopted in a Fracture Mechanics approach to model the behaviour of concrete in tension and compression, respectively. The approach is implemented in FEMOOP, a FEM in-house solver under development, and applied to evaluate ductility in 2D beams. The models were generated with GiD, a pre-processor and post-processor developed by CIMNE, and analyzed with the capabilities implemented in FEMOOP. © Universitat Politècnica de Catalunya, Barcelona, España 2010.

Planejamento público e responsabilidade fiscal: un edifício em construção

Incluye Bibliografía

Estudo teórico-experimental da distribuição das ações verticais entre paredes de edifício de alvenaria estrutural cerâmica em escala reduzida

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Análise não-linear física de vigas de concreto armado utilizando o elemento finito prismático regular linear associado ao de barra

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Análise numérica da ductilidade de vigas de concreto armado convencional e de alto desempenho

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