654 resultados para Australian construction industry
Resumo:
In all segments, the companies are looking for the highest productivity with the lowest possible cost, and in the construction industry, the thinking is the same. Over time, techniques that generate more productivity supplanted previous techniques; an example is the CAD technology that replaced free drawings in projects execution. However, the Computer Aided Design (CAD) technology does not deal with certain factors that permeate the entire project. It is required the use of other techniques to supply this need in traditional projects. For example, a software for schedule management, another for assets management and a person who makes calculations for estimates and budgets. The BIM (Building Information Modeling) technology aims to integrate all this information, facilitating the communication among members of a work team and reducing the time required to carry out the project. This work is a applied research, a descriptive research, carried out through modeling and simulation, processes inherent in the use of BIM, a survey was also used only to contextualization. BIM was used for a soccer stadium roof project, in order to verify the feasibility of such use through the analysis of: BIM tools, difficulties encountered and implications of BIM use, and comparison of traditional methods and the use of BIM. To aid the contextualization, a survey was conducted to verify the use of BIM in medium and small companies
Resumo:
The construction industry is one of the greatest sources of pollution because of the high level of energy consumption during its life cycle. In addition to using energy while constructing a building, several systems also use power while the building is operating, especially the air-conditioning system. Energy consumption for this system is related, among other issues, to external air temperature and the required internal temperature of the building. The facades are elements which present the highest level of ambient heat transfer from the outside to the inside of tall buildings. Thus, the type of facade has an influence on energy consumption during the building life cycle and, consequently, contributes to buildings' CO2 emissions, because these emissions are directly connected to energy consumption. Therefore, the aim is to help develop a methodology for evaluating CO2 emissions generated during the life cycle of office building facades. The results, based on the parameters used in this study, show that facades using structural glazing and uncolored glass emit the most CO2 throughout their life cycle, followed by brick facades covered with compound aluminum panels or ACM (Aluminum Composite Material), facades using structural glazing and reflective glass and brick facades with plaster coating. On the other hand, the typology of facade that emits less CO2 is brickwork and mortar because its thermal barrier is better than structural glazing facade and materials used to produce this facade are better than brickwork and ACM. Finally, an uncertainty analysis was conducted to verify the accuracy of the results attained. (C) 2011 Elsevier Inc. All rights reserved.
Resumo:
Em conformidade com a dúvida de seu título, o difundido livro The New Brutalism: Ethic or Aesthetic? de Reyner Banham não é possível explicar o Brutalismo como manifestação artística coesa, dotada de consistência e reprodutibilidade formal. A citação de arquitetos famosos, porém divergentes, parece associar e comparar obras ásperas com a pretensão de reerguer uma arquitetura moderna considerada ascética, monótona e insuficiente e gera um teoricismo da aparência crua e do moralismo dos objetos. Discurso que oculta, ou desvia a atenção do retorno artístico à sublimidade e construção artesanal. O Brutalismo é aceito como evolução natural dos estágios modernos anteriores e sanciona artefatos toscos, pesados e inacabados como se fossem filiados ao processo moderno desinfestado. Esconde contradições e disfarça seu rompimento com o moderno para prolongar a expressão Movimento moderno. Mas o objeto claro, econômico e preciso é repudiado pelo consumidor e, por ser pouco representativo, o artista faz sua maquiagem com episódios contrastantes e monumentais na informalidade das cidades espontâneas. No entanto, parece possível suspender a noção positiva e corretiva do Brutalismo para entendê-lo como um recuo artístico vulgarizador que despreza aperfeiçoamento e afronta a atitude moderna com banalização conceptiva, exagero, figuralidade, musculação estrutural, grandeza tectônica, rudimento e rudeza. Assim, moralismo, retorno rústico e originalidade desqualificam a expressão International Style entendida como a culminação da arquitetura moderna do pós-guerra, ao depreciá-la como decadente, como produto imobiliário, comercial e corporativo a serviço do capital. Essa interpretação desvela uma crítica anti-industrial, portanto antimodernista e diversa da pós-modernidade, porém contestadora e realista para fornecer imagens à cultura e aos insensíveis à estrutura da forma moderna. Diverso da pós-modernidade pela dependência ao moderno e ausência de apelo popular. Tornada insignificante a configuração oportuna do artefato, o arquiteto tenta reter sua notabilidade artística, ou o prestígio que parece enfraquecer na aparência símile da especificação de catálogo, no rigor modular. Indispõe-se e repudia componentes, Standards e acabamentos impessoais da indústria da construção para insistir em autoria e inspiração, mas repete cacoetes estilísticos de época e o inexplicável uso intensivo de concreto bruto e aparente para sentir-se engajado e atualizado. Porém, é necessário distinguir obras de aparência severa concebidas pela atitude moderna mais autêntica das de concreto aparente em tipos ou configurações aberrantes. Para avançar na discussão do Brutalismo propõe-se entender este fenômeno com a substituição do juízo estético moderno de sentido visual postulado por Immanuel Kant (1724-1804) por um sentimento estético fácil e relacionado com a sensação da empatia, com a Einfühlung de Robert Vischer (1847-1933). Na época da cultura de massas, admite-se o rebaixamento das exigências no artefato e a adaptação brutalista com a transfiguração dos processos de arquitetura moderna. Assim, a forma é substituída pela figura ou pelo resumo material; a estrutura formal subjacente pelo ritmo e exposição da estrutura física; o reconhecimento visual pelo entusiasmo psicológico ou pelo impulso dionisíaco; a concepção substituída pelo partido, ou, ainda, pelo conceito; a sistematização e a ordem pela moldagem e a organização; a abstração e síntese pela originalidade e essencialidade, o sentido construtivo pela honestidade material; a identidade das partes pela fundição ou pela unicidade objetal e a residência pela cabana primitiva.
Resumo:
[ES] La construcción de la ciudad y la edificación de viviendas en España han estado condicionadas, entre otros factores, por las características estructurales y coyunturales del sector de la construcción y por las diferentes políticas económicas desarrolladas. El objetivo de esta aportación se centra en el análisis de la acción política puesta en marcha en España durante el franquismo (1939-75), en la caracterización del sector constructor-promotor y en el estudio de las repercusiones en el crecimiento inmobiliario y de la ciudad, centrándonos de un modo más específico en el caso de Canarias, dadas las peculiaridades que presentan las Islas en el contexto español. Al contrario de lo que suele afirmarse, se defiende que el precipitado proceso de conformación de la ciudad a partir de la década de los sesenta no sólo se debe al desarrollo de un modelo económico desarrollista, sino también a la profunda huella que el periodo autárquico había dejado en la economía y en la sociedad española.
Resumo:
Le tecniche dell'informazione e i metodi della comunicazione hanno modificato il modo di redigere documenti destinati a trasmettere la conoscenza, in un processo che è a tutt'oggi in corso di evoluzione. Anche l'attività progettuale in ingegneria ed architettura, pure in un settore caratterizzato da una notevole inerzia metodologica e restio all'innovazione quale è quello dell'industria edilizia, ha conosciuto profonde trasformazioni in ragione delle nuove espressioni tecnologiche. Da tempo l'informazione necessaria per realizzare un edificio, dai disegni che lo rappresentano sino ai documenti che ne indicano le modalità costruttive, può essere gestita in maniera centralizzata mediante un unico archivio di progetto denominato IPDB (Integrated Project DataBase) pur essendone stata recentemente introdotta sul mercato una variante più operativa chiamata BIM (Building Information Modelling). Tuttavia l'industrializzazione del progetto che questi strumenti esplicano non rende conto appieno di tutti gli aspetti che vedono la realizzazione dell'opera architettonica come collettore di conoscenze proprie di una cultura progettuale che, particolarmente in Italia, è radicata nel tempo. La semantica della rappresentazione digitale è volta alla perequazione degli elementi costitutivi del progetto con l'obiettivo di catalogarne le sole caratteristiche fabbricative. L'analisi della letteratura scientifica pertinente alla materia mostra come non sia possibile attribuire ai metodi ed ai software presenti sul mercato la valenza di raccoglitori omnicomprensivi di informazione: questo approccio olistico costituisce invece il fondamento della modellazione integrata intesa come originale processo di rappresentazione della conoscenza, ordinata secondo il paradigma delle "scatole cinesi", modello evolvente che unifica linguaggi appartenenti ai differenti attori compartecipanti nei settori impiantistici, strutturali e della visualizzazione avanzata. Evidenziando criticamente i pregi e i limiti operativi derivanti dalla modellazione integrata, la componente sperimentale della ricerca è stata articolata con l'approfondimento di esperienze condotte in contesti accademici e professionali. Il risultato conseguito ha coniugato le tecniche di rilevamento alle potenzialità di "modelli tridimensionali intelligenti", dotati cioè di criteri discriminanti per la valutazione del relazionamento topologico dei componenti con l'insieme globale.
Resumo:
In the last decades, the building materials and construction industry has been contributing to a great extent to generate a high impact on our environment. As it has been considered one of the key areas in which to operate to significantly reduce our footprint on environment, there has been widespread belief that particular attention now has to be paid and specific measures have to be taken to limit the use of non-renewable resources.The aim of this thesis is therefore to study and evaluate sustainable alternatives to commonly used building materials, mainly based on ordinary Portland Cement, and find a supportable path to reduce CO2 emissions and promote the re-use of waste materials. More specifically, this research explores different solutions for replacing cementitious binders in distinct application fields, particularly where special and more restricting requirements are needed, such as restoration and conservation of architectural heritage. Emphasis was thus placed on aspects and implications more closely related to the concept of non-invasivity and environmental sustainability. A first part of the research was addressed to the study and development of sustainable inorganic matrices, based on lime putty, for the pre-impregnation and on-site binding of continuous carbon fiber fabrics for structural rehabilitation and heritage restoration. Moreover, with the aim to further limit the exploitation of non-renewable resources, the synthesis of chemically activated silico-aluminate materials, as metakaolin, ladle slag or fly ash, was thus successfully achieved. New sustainable binders were hence proposed as novel building materials, suitable to be used as primary component for construction and repair mortars, as bulk materials in high-temperature applications or as matrices for high-toughness fiber reinforced composites.
Resumo:
The need for a stronger and more durable building material is becoming more important as the structural engineering field expands and challenges the behavioral limits of current materials. One of the demands for stronger material is rooted in the effects that dynamic loading has on a structure. High strain rates on the order of 101 s-1 to 103 s-1, though a small part of the overall types of loading that occur anywhere between 10-8 s-1 to 104 s-1 and at any point in a structures life, have very important effects when considering dynamic loading on a structure. High strain rates such as these can cause the material and structure to behave differently than at slower strain rates, which necessitates the need for the testing of materials under such loading to understand its behavior. Ultra high performance concrete (UHPC), a relatively new material in the U.S. construction industry, exhibits many enhanced strength and durability properties compared to the standard normal strength concrete. However, the use of this material for high strain rate applications requires an understanding of UHPC’s dynamic properties under corresponding loads. One such dynamic property is the increase in compressive strength under high strain rate load conditions, quantified as the dynamic increase factor (DIF). This factor allows a designer to relate the dynamic compressive strength back to the static compressive strength, which generally is a well-established property. Previous research establishes the relationships for the concept of DIF in design. The generally accepted methodology for obtaining high strain rates to study the enhanced behavior of compressive material strength is the split Hopkinson pressure bar (SHPB). In this research, 83 Cor-Tuf UHPC specimens were tested in dynamic compression using a SHPB at Michigan Technological University. The specimens were separated into two categories: ambient cured and thermally treated, with aspect ratios of 0.5:1, 1:1, and 2:1 within each category. There was statistically no significant difference in mean DIF for the aspect ratios and cure regimes that were considered in this study. DIF’s ranged from 1.85 to 2.09. Failure modes were observed to be mostly Type 2, Type 4, or combinations thereof for all specimen aspect ratios when classified according to ASTM C39 fracture pattern guidelines. The Comite Euro-International du Beton (CEB) model for DIF versus strain rate does not accurately predict the DIF for UHPC data gathered in this study. Additionally, a measurement system analysis was conducted to observe variance within the measurement system and a general linear model analysis was performed to examine the interaction and main effects that aspect ratio, cannon pressure, and cure method have on the maximum dynamic stress.
Resumo:
Nicht nur in der Medizintechnik, in der Luftfahrt und in der Automobilindustrie werden die generativen Verfahren zunehmend mehr als wichtige Produktionsverfahren angesehen. Auch die (Bau-) Industrie nimmt mehr und mehr die Möglichkeiten und Chancen wahr, welche diese Verfahren für andersartige Konstruktionen und Details eröffnen. Die Ergründung von Veränderungen und Auswirkungen dieser neuen Technologien auf den Entwurf und auf die Umsetzung von Architektur und Baukonstruktion ist Schwerpunkt der Forschungstätigkeiten von Dipl.-Ing. Holger Strauß an den Hochschulstandorten TU Delft, Niederlande und an der Hochschule Ostwestfalen-Lippe in Detmold. Das erste, umfangreiche Forschungsprojekt zu diesem Thema - „Influence of Additive Processes on the development of facade constructions“ - wurde 2008 in Kooperation mit der international agierenden Firma Kawneer-Alcoa im Forschungsschwerpunkt „ConstructionLab“ an der Detmolder Schule für Architektur und Innenarchitektur etabliert. Der Fokus der Bestrebungen liegt zunächst auf der Ergründung von Möglichkeiten für die generative Herstellung von Bauteilen als Ergänzung der Standardprodukte in Systemfassaden. Die Verwendung der Additiven Verfahren und Hightech CAD-CAM Anwendungen bedingt eine neue Art des Konstruierens. Nämlich nicht mehr das fertigungsgerechte, sondern das funktionsgerechte – das „Funktionale Konstruieren“. Neben der Bereicherung der Forschung und Lehre an den Hochschulen durch eine praxisnahe und zielorientierte Aufgabenstellung, fließen alle Ergebnisse in die Promotion von Holger Strauß an der Technischen Universität in Delft am Lehrstuhl Design of Construction bei Prof. Dr.-Ing. Ulrich Knaack ein.
Resumo:
Excessively high, accelerating lung cancer rates among women in Harris County, Texas, prompted this case-comparison study. Objectives were to compare patterns of employment, indirect exposures, and sociodemographic variables of lung cancer cases with comparison subjects (compeers) after standardizing for possible confounders, such as age and cigarette smoking. Lung cancer cases were microscopically confirmed, white, Harris County residents. Compeers, chosen from Medicare records and Texas Department of Public Safety records, were matched on gender, race, age, resident and vital status. Personal interviews were conducted with study subjects or next-of-kin. Industries and occupations were categorized as high risk, based on previous studies.^ Almost all cases (95.0%) and 60.0% of compeers smoked cigarettes. The odds ratio for lung cancer and smoking is 13.9. Stopping smoking between ages 30-50 years carries a lower risk than stopping at age 58 or more years. Women's employment in a high risk industry or occupation results in consistently elevated, smoking-adjusted odds ratios. Frequency and duration of employment demonstrate a moderate dose-response effect. A temporal association exists with employment in a high risk occupation during 1940-1949.^ No increased risk appeared with passive smoking. Husband's employment in a construction industry or a structural occupation significantly increased the smoking-adjusted odds ratios among cases and compeers (O.R. = 2.9, 2.2). Smoking-adjusted odds ratios increased significantly when women had resided with persons employed in cement (O.R. = 3.2) or insulation (O.R. = 5.5) manufacturing, or a high rise construction industry (O.R. = 2.4). A family history of lung cancer resulted in a two-fold increase in smoking-adjusted odds ratios. Vital status of compeers affected the odds ratios.^ Work-related exposures appear to increase the risk of lung cancer in women although cigarette smoking has the single highest odds ratio. Indirect exposure to certain employment also plays a significant role in lung cancer in women. Investigations of specific direct and indirect hazardous exposures in the workplace and home are needed. Cigarette smoking is as hazardous for women as for men. Smoking should be prevented and eliminated. ^
Resumo:
Indudablemente, a lo largo de la historia las corporaciones empresarias han construido sus propios discursos al interior y al exterior de su campo de acción. Ello ha seguido diferentes modalidades, empero con objetivos similares al pretender legitimar su intervención pública y política en la sociedad en que se desarrollan. El artículo pone el foco de atención en la industria de la construcción a través de un análisis micro de los empresarios del sector en una ciudad de la provincia de Bs. As, donde la actividad resultó una de las ruedas maestras de su economía. A lo largo de sus años de vida, desde el Centro de Constructores y Anexos (cámara empresaria local de la industria de la construcción privada) en la ciudad de Mar del Plata se ha ido reproduciendo un determinado relato fundante que se ha convertido ya en “historia sagrada". Ello ha seguido determinados procesos de memoria colectiva, y de los actores, fortaleciendo la identidad institucional y potencializando líneas concretas de acción empresaria.
Resumo:
Esta tesis analiza las acciones de los pobladores en la creación, consolidación y transformación de su hábitat y en su relación con la política pública de vivienda y barrio en Chile. A partir de la observación directa en terreno y de la revisión de material proveniente de diversas fuentes afirmamos que, aunque los pobladores han hecho un trabajo de producción del hábitat de gran magnitud y generalizado, las políticas públicas no han reconocido suficientemente su papel en la construcción de la ciudad, no han incorporado a cabalidad las potencialidades e innovaciones surgidas de sus prácticas y estrategias, y nunca les han abierto un espacio claro en la toma de decisiones y en la puesta en obra de los programas habitacionales. En el contexto latinoamericano, la política habitacional chilena de los últimos 20 años se ha considerado un éxito y un ejemplo a seguir, puesto que ha demostrado ser eficaz en la disminución del déficit habitacional. Sin embargo, ha tenido efectos urbanos y sociales nefastos, como la construcción de extensos bolsones periféricos de pobreza que se degradan aceleradamente, y la desintegración social que genera la expulsión de los sin casa a la periferia, donde pierden sus redes familiares y sociales. Desde una trinchera opuesta, los allegados, los sin casa que viven al alero de otras familias y representan la mayoría de la demanda por vivienda, exigen quedarse en barrios ya consolidados y evitan las periferias, en parte por mantener una red familiar y social que se sustenta en la proximidad física, en parte por los equipamientos y servicios con que cuentan estos barrios y la cercanía a las fuentes de empleo. Al mismo tiempo, los responsables de diseñar la política habitacional no han buscado establecer una forma de colaboración con los pobladores —principales receptores de la política— con el fin ajustar los programas públicos a las necesidades de las familias de bajos ingresos y a las realidades socioculturales de sus barrios. Por el contrario, han privilegiado una alianza con el sector privado, que conoce muy limitadamente las demandas de las familias. Así, en lugar de construir ciudades más justas, la política habitacional ha alimentado un mercado inmobiliario sustentado en la especulación del suelo y fomentado la industria de la construcción. La pregunta que guía esta investigación es cómo incorporar el conocimiento acumulado y los procedimientos probados por los pobladores al diseño y la implementación de programas habitacionales y urbanos que promuevan procesos de regeneración de las poblaciones y mejoren la distribución de la vivienda social en la ciudad. Sostenemos que los pobladores, a lo largo de una trayectoria de más de medio siglo, han adquirido y consolidado todas las competencias para construir vivienda, mejorar sus barrios e incorporarse a la discusión sobre ordenamiento territorial. Así, hoy están capacitados para asumir un papel protagónico en la definición de políticas públicas que apunte a la construcción de ciudades más sostenibles y equitativas. La producción social del hábitat vinculada al derecho a la ciudad y a la participación de los pobladores «desde abajo» está bastante documentada en la literatura latinoamericana. En Chile se han escrito numerosos trabajos y evaluaciones sobre la política habitacional, pero los estudios sobre el movimiento de pobladores, enfocados desde las ciencias sociales o multidisciplinares, tienen un auge primero, durante los años 60 y principios de los 70 y luego, en la segunda mitad de los 80, pero posteriormente dejan de publicarse, a excepción de algunas investigaciones de historia urbana o social. En cuanto a los estudios que abordan las acciones de los pobladores desde una mirada puesta en los resultados de la producción y la gestión habitacional y urbana, estos han sido especialmente escasos y ninguno abarca un período largo. La tesis aborda entonces las acciones específicas que emprenden los pobladores a distintas escalas territoriales —el conjunto, el barrio, la población, la ciudad y el país—, su relación con la política habitacional y su articulación con los demás actores que intervienen en la producción material del hábitat. Lo realizado por los pobladores se estudia a la luz del largo plazo, desde la promulgación de la primera ley de vivienda en 1906 hasta nuestros días, con el énfasis puesto entre los años 1990 y 2010, período de producción masiva y sostenida de vivienda social, financiada por el Estado y construida por el sector privado en la periferia urbana, y más detalladamente entre 2006 y 2010, cuando los pobladores irrumpen con la «gestión vecinal» y la «autogestión» como medios para implementar los programas habitacionales del gobierno. Para ello se recorre toda la trayectoria y se complementa con procesos particulares, a la manera de un lente de acercamiento con el cual se focalizan y amplifican trece casos de estudios, para ilustrar modos de producción y gestión concretos y mostrar cómo estos se inscriben en modos de hacer genéricos de los pobladores. Finalmente, con el lente centrado en el último ciclo de este proceso escribimos el capítulo inédito de los últimos veinte años de esta historia. Primero se realiza la reconstrucción de tres casos de estudio «en profundidad», que incluyen la génesis, la consolidación y las transformaciones del conjunto o barrio. Estos casos de estudio «en profundidad» se ponen en perspectiva reconstruyendo la trayectoria histórica de la producción y gestión realizada por los pobladores. Esta reconstrucción de largo período se profundiza con tres casos de estudio «específicos», de dimensión histórica, que tratan el conflicto del acceso a suelo. Finalmente se analizan las interrogantes que plantean estos procesos hoy en día para la producción y gestión de vivienda y barrio a futuro, a partir de entrevistas a actores claves y de la reconstrucción de siete casos de estudio «específicos» de acceso a suelo ilustrativos del período actual. La tesis sustenta que los pobladores, con las acciones de gestión y autogestión que realizan desde 2006, e interviniendo en la discusión sobre los instrumentos de planificación territorial a partir del mismo año, se sitúan actualmente en una nueva plataforma de acción y negociación desde la cual pueden incorporarse, con todas las competencias necesarias, a la definición de las políticas públicas y así dotarlas de pertinencia y coherencia para contribuir a superar la pobreza con respuestas más acorde a sus realidades. ABSTRACT This thesis analyzes the actions of pobladores in the creation, consolidation and transformation of their habitat and their relationship with Chilean public housing and neighbourhood policy. Through direct observation in the field and the review of material from various sources we can affirm that although the pobladores have undertaken widespread work in the production of their environment, public policies have not sufficiently recognized their role in the construction of the city. Public policy has failed to fully incorporate the potential and innovation arising from practices and strategies employed by social housing recipients and has never opened a clear space for them in decision-making or the commissioning work of the housing programs. Within the Latin America context, the Chilean housing policy of the past 20 years has been considered a success and an example to follow given that it has proven effective in reducing the housing deficit. However it has had disastrous urban and social effects, such as construction of large peripheral pockets of poverty that degrade rapidly, and generates social disintegration through the expulsion of the homeless to the periphery, where they lose their family and social networks. On another front those homeless who live under the roof of relatives and who represent the majority of demand for social housing, request to stay in consolidated neighbourhoods avoiding the periphery, partly to maintain family and social networks based on physical proximity and partly because of the facilities and services available in these neighbourhoods and their adjacency to sources of employment. At the same time, those responsible for designing housing policy have not sought to establish a form of collaboration with the pobladores in order to adjust the public programs to the needs of low-income families and the socio-cultural realities of their neighbourhoods. On the contrary an alliance with the private sector has been favored, a sector which has very limited knowledge of the demands of the recipients. Therefore instead of building more equal cities, housing policy has fueled a housing market which supports land speculation and promotes the construction industry. The question leading this research is how to incorporate the accumulated knowledge and proven procedures of the pobladores in the design and implementation of programs that promote housing and urban regeneration processes and which could improve the distribution of social housing in the city. We maintain that social housing recipients over the course of half a century have acquired and consolidated all the skills to build housing, improve neighborhoods and join the discussion on city planning. These residents are now capable of assuming a leading role in defining public policies that aim to build more sustainable and equitable cities. The social production of the environment linked to the right to the city and resident participation from the «bottom-up» is well documented in Latin American literature. In Chile there are extensive written works and assessments on housing policy with multidisciplinary or social science studies on the movement of the pobladores peaking during the 60’s and early 70’s and then again in the second half of the 80’s but afterwards this stops, with the exception of some research on social or urban history. As for studies that address the actions of the pobladores looking at the results of production and housing and urban management these have been particularly scarce and none of which cover a long period of time. The thesis then addresses the specific actions undertaken by the pobladores at different territorial levels; the housing development, the neighbourhood, the community, the city and State, and their relation to housing policy and its coordination with other actors involved in the production process of the built environment. The accomplishments of the pobladores is studied over the long term, since the enactment of the first housing law in 1906 to the present, with an emphasis between 1990 and 2010, a period of mass production and sustained social housing which was State-funded and built by the private sector in the urban periphery, and in particular between 2006 and 2010, when the pobladores break with the «neighborhood management» and «self-management» as a means to implement the housing programs of the government. To this end the entire process is outlined and is complemented by specific processes which are placed under a lens in order to focus and amplify thirteen case studies illustrating actual ways of production and management and to show how these ways of doing things are generic to the pobladores. Finally, with the lens focused on the last cycle of this process we write the new chapter of the last twenty years of this history. First there is a reconstruction of three case studies «in depth», including their origins, consolidation and the transformation of the sector or neighborhood. These «in depth» case studies are put into perspective reconstructing the historical trajectory of the production and management by the pobladores. This reconstruction over a long period is given great depth by three «specific» case studies, of historical importance, dealing with the conflict of access to land. Finally we analyze the questions raised by these processes for the production and management of housing and neighborhood in the future, based on interviews with key players and the reconstruction of seven case studies specifically regarding access to land and which are illustrative of current practice. The thesis maintains that since 2006 the pobladores through actions of management and selfmanagement and their intervention in the debate on territorial planning has placed them on a new platform for action and negotiation from which they can incorporate themselves, with all the necessary capacities, in the definition of public policy and therefore provide it with a pertinence and coherence to help towards overcoming poverty with answers more according to their realities.
Resumo:
A través de los años las estructuras de hormigón armado han ido aumentando su cuota de mercado, sustituyendo a las estructuras de fábrica de piedra o ladrillo y restándole participación a las estructuras metálicas. Uno de los primeros problemas que surgieron al ejecutar las estructuras de hormigón armado, era cómo conectar una fase de una estructura de este tipo a una fase posterior o a una modificación posterior. Hasta los años 80-90 las conexiones de una fase de una estructura de hormigón armado, con otra posterior se hacían dejando en la primera fase placas de acero con garrotas embebidas en el hormigón fresco o barras grifadas recubiertas de poliestireno expandido. Una vez endurecido el hormigón se podían conectar nuevas barras, para la siguiente fase mediante soldadura a la placa de la superficie o enderezando las barras grifadas, para embeberlas en el hormigón fresco de la fase siguiente. Estos sistemas requerían conocer la existencia y alcance de la fase posterior antes de hormigonar la fase previa. Además requerían un replanteo muy exacto y complejo de los elementos de conexión. Otro problema existente en las estructuras de hormigón era la adherencia de un hormigón fresco a un hormigón endurecido previamente, ya que la superficie de contacto de ambos hormigones suponía un punto débil, con una adherencia baja. A partir de los años 80, la industria química de la construcción experimentó un gran avance en el desarrollo de productos capaces de generar una buena adherencia sobre el hormigón endurecido. Este avance tecnológico tenía aplicación tanto en la adherencia del hormigón fresco sobre el hormigón endurecido, como en la adherencia de barras post-instaladas en agujeros de hormigón endurecido. Este sistema se denominó “anclajes adherentes de barras de acero en hormigón endurecido”. La forma genérica de ejecutarlos es hacer una perforación cilíndrica en el soporte de hormigón, con una herramienta especifica como un taladro, limpiar la perforación, llenarla del material adherente y finalmente introducir la barra de acero. Los anclajes adherentes se dividen en anclajes cementosos y anclajes químicos, siendo estos últimos los más habituales, fiables, resistentes y fáciles de ejecutar. El uso del anclaje adherente de barras de acero en hormigón endurecido se ha extendido por todo el espectro productivo, siendo muy habitual tanto en construcción de obras de hormigón armado de obra civil y edificación, como en obras industriales, instalaciones o fijación de elementos. La ejecución de un anclaje de una barra de acero en hormigón endurecido depende de numerosas variables, que en su conjunto, o de forma aislada pueden afectar de forma notable a la resistencia del anclaje. Nos referimos a variables de los anclajes, que a menudo no se consideran tales como la dirección de la perforación, la máquina de perforación y el útil de perforación utilizado, la diferencia de diámetros entre el diámetro del taladro y la barra, el tipo de material de anclaje, la limpieza del taladro, la humedad del soporte, la altura del taladro, etc. La utilización en los últimos años de los hormigones Autocompactables, añade una variable adicional, que hasta ahora apenas ha sido estudiada. En línea con lo apuntado, la presente tesis doctoral tiene como objetivo principal el estudio de las condiciones de ejecución en la resistencia de los anclajes en hormigón convencional y autocompactable. Esta investigación se centra principalmente en la evaluación de la influencia de una serie de variables sobre la resistencia de los anclajes, tanto en hormigón convencional como en un hormigón autocompactable. Para este estudio ha sido necesaria la fabricación de dos soportes de hormigón sobre los cuales desarrollar los ensayos. Uno de los bloques se ha fabricado con hormigón convencional y el otro con hormigón autocompactable. En cada pieza de hormigón se han realizado 174 anclajes con barras de acero, variando los parámetros a estudiar, para obtener resultados de todas las variables consideradas. Los ensayos a realizar en ambos bloques son exactamente iguales, para poder comparar la diferencia entre un anclaje en un soporte de hormigón con vibrado convencional (HVC) y un hormigón autocompactante (HAC). De cada tipo de ensayo deseado se harán dos repeticiones en la misma pieza. El ensayo de arrancamiento de las barras se realizara con un gato hidráulico hueco, con un sistema de instrumentación de lectura y registro de datos en tiempo real. El análisis de los resultados, realizado con una potente herramienta estadística, ha permitido determinar y evaluar numéricamente la influencia de los variables consideradas en la resistencia de los anclajes realizados. Así mismo ha permitido diferenciar los resultados obtenidos en los hormigones convencionales y autocompactantes, tanto desde el punto de vista de la resistencia mecánica, como de las deformaciones sufridas en el arrancamiento. Se define la resistencia mecánica de un anclaje, como la fuerza desarrollada en la dirección de la barra, para hacer su arrancamiento del soporte. De la misma forma se considera desplazamiento, a la separación entre un punto fijo de la barra y otro del soporte, en la dirección de la barra. Dichos puntos se determinan cuando se ha terminado el anclaje, en la intersección de la superficie plana del soporte, con la barra. Las conclusiones obtenidas han permitido establecer qué variables afectan a la ejecución de los anclajes y en qué cuantía lo hacen, así como determinar la diferencia entre los anclajes en hormigón vibrado convencional y hormigón autocompactante, con resultados muy interesantes, que permiten valorar la influencia de dichas variables. Dentro de las conclusiones podemos destacar tres grupos, que denominaremos como de alta influencia, baja influencia y sin influencia. En todos los casos hay que hacer el estudio en términos de carga y de desplazamiento. Podemos considerar como de alta influencia, en términos de carga las variables de máquina de perforación y el material de anclaje. En términos de desplazamiento podemos considerar de alta influencia además de la máquina de perforación y el material de anclaje, el diámetro del taladro, así como la limpieza y humedad del soporte. Podemos considerar de baja influencia, en términos de carga las variables de tipo de hormigón, dirección de perforación, limpieza y humedad del soporte. En términos de desplazamiento podemos considerar de baja influencia el tipo de hormigón y la dirección de perforación. Podemos considerar en el apartado de “sin influencia”, en términos de carga las variables de diámetro de perforación y altura del taladro. En términos de desplazamiento podemos considerar como “sin influencia” la variable de altura del taladro. Podemos afirmar que las diferencias entre los valores de carga aumentan de forma muy importante en términos de desplazamiento. ABSTRACT Over the years the concrete structures have been increasing their market share, replacing the masonry structures of stone or brick and subtracting as well the participation of the metallic structures. One of the first problems encountered in the implementing of the reinforced concrete structures was connecting a phase structure of this type at a later stage or a subsequent amendment. Until the 80s and 90s the connections of one phase of a reinforced concrete structure with a subsequent first phase were done by leaving the steel plates embedded in the fresh concrete using hooks or bent bars coated with expanded polystyrene. Once the concrete had hardened new bars could be connected to the next stage by welding them to the surface plate or by straightening the bent bars to embed them in the fresh concrete of the next phase. These systems required a previous knowledge of the existence and scope of the subsequent phase before concreting the previous one. They also required a very precise and complex rethinking of the connecting elements. Another existing problem in the concrete structures was the adhesion of a fresh concrete to a previously hardened concrete, since the contact surface of both concretes leaded to a weak point with low adherence. Since the 80s, the chemicals construction industry experienced a breakthrough in the development of products that generate a good grip on the concrete. This technological advance had its application both in the grip on one hardened fresh concrete and in the adhesion of bar post-installed in holes of hardened concrete. This system was termed as adherent anchors of steel bars in hardened concrete. The generic way of executing this system is by firstly drilling a cylindrical hole in the concrete support using a specific tool such as a drill. Then, cleaning the bore and filling it with bonding material to lastly, introduce the steel bar. These adherent anchors are divided into cement and chemical anchors, the latter being the most common, reliable, durable and easy to run. The use of adhesive anchor of steel bars in hardened concrete has spread across the production spectrum turning itself into a very common solution in both construction of reinforced concrete civil engineering and construction, and industrial works, installations and fixing elements as well. The execution of an anchor of a steel bar in hardened concrete depends on numerous variables which together or as a single solution may significantly affect the strength of the anchor. We are referring to variables of anchors which are often not considered, such as the diameter difference between the rod and the bore, the drilling system, cleansing of the drill, type of anchor material, the moisture of the substrate, the direction of the drill, the drill’s height, etc. During recent years, the emergence of self-compacting concrete adds an additional variable which has hardly been studied so far. According to mentioned this thesis aims to study the main performance conditions in the resistance of conventional and self-compacting concrete anchors. This research is primarily focused on the evaluation of the influence of several variables on the strength of the anchoring, both in conventional concrete and self-compacting concrete. In order to complete this study it has been required the manufacture of two concrete supports on which to develop the tests. One of the blocks has been manufactured with conventional concrete and the other with self-compacting concrete. A total of 174 steel bar anchors have been made in each one of the concrete pieces varying the studied parameters in order to obtain results for all variables considered. The tests to be performed on both blocks are exactly the same in order to compare the difference between an anchor on a stand with vibrated concrete (HVC) and a self-compacting concrete (SCC). Each type of test required two repetitions in the same piece. The pulling test of the bars was made with a hollow jack and with an instrumentation system for reading and recording data in real time. The use of a powerful statistical tool in the analysis of the results allowed to numerically determine and evaluate the influence of the variables considered in the resistance of the anchors made. It has likewise enabled to differentiate the results obtained in the self-compacting and conventional concretes, from both the outlook of the mechanical strength and the deformations undergone by uprooting. The mechanical strength of an anchor is defined as the strength undergone in a direction of the bar to uproot it from the support. Likewise, the movement is defined as the separation between a fixed point of the bar and a fixed point from the support considering the direction of the bar. These points are only determined once the anchor is finished, with the bar, at the intersection in the flat surface of the support. The conclusions obtained have established which variables affect the execution of the anchors and in what quantity. They have also permitted to determine the difference between the anchors in vibrated concrete and selfcompacting concrete with very interesting results that also allow to assess the influence of these mentioned variables. Three groups are highlighted among the conclusions called high influence, low influence and no influence. In every case is necessary to perform the study in terms of loading and movement. In terms of loading, there are considered as high influence two variables: drilling machinery and anchorage material. In terms of movement, there are considered as high influence the drilling diameter and the cleaning and moisture of the support, besides the drilling machinery and the anchorage material. Variables such as type of concrete, drilling direction and cleaning and moisture of the support are considered of low influence in terms of load. In terms of movement, the type of concrete and the direction of the drilling are considered variables of low influence. Within the no influence section in terms of loading, there are included the diameter of the drilling and the height of the drill. In terms of loading, the height of the drill is considered as a no influence variable. We can affirm that the differences among the loading values increase significantly in terms of movement.
Resumo:
Nowadays, it is urgent to renovate a great number of residential buildings. The necessity of improving energy efficiency must also be considered as an opportunity to improve indoor comfort. To achieve this goal, it is essential to develop tools to be used in the decision-making process, aiming to refurbish buildings in an integrated, efficient and sustainable way. The integrated system developed is based on a set of indicators. Sustainability indicators are useful to synthesize and organize complex information. They can provide data to evaluate a process in different stages: evaluation, diagnosis, comparison and tracing. The set of proposed indicators aims to accomplish the holistic approach pursued by sustainable development. So, these indicators are divided into three groups: environmental, social and economic. However, the main innovation of the system of indicators is the social ones. The sustainable refurbishment system aims to be a user-focused one. Therefore, the starting point is the needs of the user and social indicators are developed around this. The system tackles the sustainable refurbishment of buildings beyond energy problems. It proposes incorporating users in the decision-making process involving them in the refurbishment and so, contributing to the success of the renovation. In order to achieve this target, three social indicators are used, divided into 10 sub-indicators, and a ?Questionnaire about Sustainable Refurbishment? is drawn up. This research has been carried out in the framework of ?Sustainable Refurbishment? Research and Development Project, an integrated project under the supervision of the Centro para el Desarrollo Tecnológico e Industrial (CDTI) from the Spanish Government, in which University and the Construction Industry collaborate. This research project aims to develop an integrated system for the retrofitting of existing buildings to improve their energy efficiency. Accordingly, an additional objective of the project is to improve quality of life of residents.
Resumo:
El objetivo de este trabajo es determinar la influencia de la incorporación de nanoSiO2, nanoAl2O3 así como la mezcla de ambas adiciones, en morteros de cemento cuando son sometidos a ciclos de hielo-deshielo, e interpretar dicho comportamiento a través de los cambios microestructurales. Para ello se fabricaron cuatro morteros de cemento con distintas adiciones. Un mortero de cemento CEM I 52,5R normalizado de acuerdo a la Norma Europea EN 196-1:2005 como control. Otro de igual composición, al que se incorporó un 5% de nano-SiO2 respecto a la cantidad total de cemento, un tercero con un 5% de nano-Al2O3 y un cuarto con un 2,5% de nano-SiO2 y un 2,5% de nano-Al2O3. La relación agua/material cementante de 0,47. Para cada mortero, se fabricaron 4 probetas de 15x15x15 cm con el fin de determinar su resistencia a ciclos de hielodeshielo de acuerdo a la UNE-CEN/TS 12390-9 EX. Además, se caracterizaron microestructuralmente mediante porosimetría por intrusión de mercurio, análisis termogravimétrico y micrografía electrónica. Los resultados de la caracterización microestructural ponen de manifiesto un refinamiento de la matriz porosa, con aumento de la cantidad de geles hidratados. Las imágenes de SEM revelan cambios en la morfología de los productos hidratados de la matriz cementicia, siendo notables tanto en la portlandita como en la ettringita. Los cambios producidos por la adición de nano sílice muestran una gran influencia en la estructura porosa y determinan una mejora muy significativa en el comportamiento de estos morteros bajo ciclos hielo-deshielo. The rise of nanotechnology in the last two decades has been of scientific interest considerable for the construction industry due to the high potential in the use of nano-particles in cementitious materials. These allow a reengineering of existing products and the design of new high-performance materials. In this line there are many works in which we study the effect of additions of nano-particles in mortars and concretes. However, were very few scientific papers in which we study the behavior of these materials under freeze-thaw cycles. The aim of this study was to determine the influence of incorporating nano-SiO2, nano-Al2O3 and the mixture of both additions in cement mortar when subjected to freeze-thaw cycles, and interpret such behavior through microstructural changes.For this purpose four cement mortars have been fabricated with different additions. A cement mortar CEM I 52,5 R normalized according to the European standard EN 196-1:2005 was manufactured as control . Another mortar with a 5% nano-SiO2 in respect to the total amount of cement, other with 5% nano-Al2O3 and for last a mortar with 2.5% of nano-SiO2 and 2.5% of nano-Al2O3. The water/binder ratio was 0.47. For each mortar, four specimens were made of 150x150x150 mm in order to determine its behavior under freeze-thaw cycles according to UNE-CEN/TS EX 12390-9. Furthermore, the mortars were characterized microstructurally by mercury intrusion porosimetry, thermogravimetric analysis and electron micrograph. The microstructural characterization results show a refinement of the porous matrix, with increased amount of hydrated gels. The SEM images show changes in the morphology of the products of the hydrated cement matrix being remarkable both in the portlandite as in the ettringite. The changes produced by the addition of nanosilica show a great influence on the porous structure and determine a significant improvement in the behavior of these mortars under freeze-thaw cycles.