228 resultados para Demolition


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El desarrollo de las ciudades comporta una integral transformación o renovación de zonas o barrios degradados, envejecidos e inadaptados a los servicios y estructuras requeridos por las actividades económicas y sociales actuales. Estas actuaciones de transformación y regeneración exigen el derribo de aquellas edificaciones incompatibles con la ordenaciónurbanística de nueva implantación, lo que conduce al desalojo y reubicación de sus ocupantes, de comprensible complejidad por las graves consecuencias que de ello se derivan cuando se trata de viviendas habitadas.

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Relatório de Estágio para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização de Edificações

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Relatório de estágio para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização de Edificações

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The second generation of large scale interferometric gravitational wave (GW) detectors will be limited by quantum noise over a wide frequency range in their detection band. Further sensitivity improvements for future upgrades or new detectors beyond the second generation motivate the development of measurement schemes to mitigate the impact of quantum noise in these instruments. Two strands of development are being pursued to reach this goal, focusing both on modifications of the well-established Michelson detector configuration and development of different detector topologies. In this paper, we present the design of the world's first Sagnac speed meter (SSM) interferometer, which is currently being constructed at the University of Glasgow. With this proof-of-principle experiment we aim to demonstrate the theoretically predicted lower quantum noise in a Sagnac interferometer compared to an equivalent Michelson interferometer, to qualify SSM for further research towards an implementation in a future generation large scale GW detector, such as the planned Einstein telescope observatory.

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The coastal districts, as an intersection of two perfectly different ecosystems of dry land and sea, is one of the most complicated and the richest natural system on earth. Considering these areas are constantly exposed to aggregation of water pollutants and also consequence resulting from construction and development activities, they are very vulnerable. Therefore, "sensitive Coastal areas" has become a common word in the related subjects to marine environment recently. The said title relates to the areas of the coastal lines which are vulnerable to the natural condition or human actions because of ecological, social, economic, educational and research importance, also they need particular supports. The southern coasts of Caspian Sea, In Iran prominent samples are of these sensitive areas which their environment are exposed to demolition and destruction intensely, due to increasing and uncontrolled development. The first stage of protecting and managing the coastal areas is identifying sensitive Coastal areas and broadening the Coasts. In this survey, we attempted to examine a definite area in the southern coasts of Caspian Sea. In Iran, by profiting from the world experiences and concluded researches in Iran especially the concluded studies by marine environment office and the Environment protection organization on the subject of determination criteria of the sensitive ecological districts. For this purpose (In Gilan Province) Boujagh national park district which is located in the mouth of sefidroud river and also is possessed of the special ecological and environmental features and distinctions. In this survey, first they said district is divided proportionally on the basis of using a grid system in order to identify the sensitive ecological districts and broaden the coast, and then the desired indices have been determined and scored by numeral valuation method in each unit and then analysis has been done by using of the geography information system (GIS) and final has estimated economic valuation of sensitive ecological areas that is presented in this essay.

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Tese (doutorado)—Universidade de Brasília, Faculdade de Tecnologia, Departamento de Engenharia Civil e Ambiental, 2015.

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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

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La presente Tesis Doctoral es una contribución al conocimiento y la investigación sobre el uso de áridos reciclados y cenizas de fondo procedentes de la combustión de biomasa para su uso en ingeniería civil. El interés en el uso de áridos reciclados procedentes de residuos de construcción y demolición (RCD) están en continuo crecimiento debido a su potencial frente a diversos usos, entre ellos como material tratado con cemento para capas estructurales de carretera. Por otro lado, la producción de energía eléctrica a partir de centrales termoeléctricas que emplean biomasa como combustible, origina principalmente dos residuos: Cenizas de fondo (CF) formadas por el material total o parcialmente quemado y cenizas volantes (CV), partículas arrastradas por la corriente de gases al exterior de la cámara de combustión. En el desarrollo de este trabajo, se evaluó en una primera etapa, el comportamiento físico, químico y mecánico de diferentes mezclas de materiales granulares reciclados tratados con cemento, con diferentes contenidos de sulfato y de esta manera poder establecer protocolos de aplicación en la fabricación de suelocemento. Posteriormente, se analizo la viabilidad técnica de las cenizas de fondo de biomasa de varias plantas de energía andaluzas y de esta manera, evaluar su potencial uso en obras de infraestructura civil. Se determinó que las cenizas de fondo biomasa poseen propiedades aceptables para ser utilizados como un material de relleno en el núcleo de terraplenes de carreteras de más de 5 m en altura sin medidas de precaución adicionales. Por último, se estudio la posibilidad de incorporar, en proporciones determinadas, cenizas de fondo de biomasa en diferentes mezclas con árido natural y árido reciclado para su uso en ingeniería civil, concretamente como suelocemento para base y subbase de carreteras. El análisis de las propiedades mecánicas fue muy positivo. Las características físicas, químicas y mecánicas han sido estudiadas de acuerdo a la normativa vigente, y los parámetros han sido comparados con las especificaciones técnicas impuestas por la regulación española. La concepción del residuo como recurso para incorporarlo de nuevo al sistema productivo es un reto clave y una obligación y la principal motivación para el desarrollo de la presente Tesis Doctoral. Por ello, la correcta gestión de estos subproductos industriales, es esencial para evitar los impactos negativos sobre los ecosistemas, la biodiversidad y la salud humana, sin olvidar el beneficio económico que supone esta práctica.

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La presente Tesis Doctoral estudia el uso de la fracción fina de los residuos de construcción y demolición (RCD) en la fabricación de morteros de albañilería. El principal uso de los áridos reciclados de RCD es la construcción de rellenos o firmes de carreteras, aunque su uso como áridos para la fabricación de hormigones o morteros le daría un mayor valor añadido. A nivel internacional existen numerosos estudios sobre la utilización de la fracción gruesa de los áridos reciclados de RCD en la fabricación de hormigones. Sin embargo son escasos los trabajos llevados a cabo para valorizar la fracción fina. Actualmente en España la fracción fina de los áridos reciclados de RCD está infrautilizada y en la mayoría de los casos depositada sin uso en los vertederos de las Plantas de reciclaje. En este trabajo se han utilizado dos tipos de áridos reciclados, uno procedente de residuos de hormigón (FRCA) y otro de residuos mixtos de tabiquería con un alto porcentaje de ladrillo rojo cerámico (FMRA). Todos los materiales han sido caracterizados desde un punto de vista físico, químico y mineralógico para justificar el efecto de su incorporación a la fabricación de morteros industriales de albañilería. En una primera fase se estudiaron las propiedades del mortero fresco y endurecido fabricado con FRCA y cinco niveles de sustitución volumétrica de arena natural y FRCA: 0%, 5%, 10%, 20% y 40%.Se utilizó un cemento puzolánico tipo CEM-IV y se evaluaron las propiedades a corto y largo plazo de morteros de baja resistencia (M5) En una segunda fase, se utilizó un cemento tipo CEM-II y se fabricaron morteros de mayor resistencia (M-10) utilizando FRMA. En esta etapa se llevaron a cabo sustituciones de arena natural por arena reciclada de 0%, 25%, 50%, 75% y 100%. El residuo fue evaluado medioambientalmente mediante el test de conformidad antes y después de ser ligado con cemento (lixiviación). Los resultados fueron completados con estudios de durabilidad. Con el objetivo de completar los estudios anteriores, se llevó a cabo una tercera fase, donde se sustituyó hasta un 100% de arena natural por FRCA, utilizando un cemento tipo CEM-II para fabricar un mortero tipo M-10, dosificado de manera similar al empleado en la segunda fase de este trabajo. Como conclusión general de esta tesis, se puede decir que pueden admitirse tasas de sustitución de hasta un 50% de arena natural por árido reciclado en morteros industriales de albañilería para usos de interior sin que sus propiedades puedan verse afectadas significativamente. Los resultados obtenidos contribuyen a reducir la extracción de arena natural de canteras y ríos, minimizar el consumo de energía y emisiones de CO2, mitigar el calentamiento global y evitar el depósito en vertedero de la fracción fina de RCD.

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Tese (doutorado)—Universidade de Brasília, Faculdade de Tecnologia, Programa de Pós-Graduação em Geotecnia, 2016.

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Building's construction activities, operation and demolition are increasingly recognised as a major source of environmental impact. One strategy for reducing such impacts is most widely known by the term Building Environmental Assessment (BEA). The research is an attempt to develop a new BEA scheme for residential buildings in Brunei which focussing on identifying BEA indicators that best suit for Brunei environment, social and economy. Studies show that Brunei residential sector needs urgent attention to transform its current consumption rate in more sustainable way. Recent launch of Brunei Green Building Council, mandatory energy efficiency guidelines and declaration of ambitious energy intensity reduction target, a new BEA scheme will help contribute sustainability target in residential sector. However the issues of developing a new BEA schemes using existing methods may face constraints in their effectiveness. In this regard, a consensus-forming technique-Delphi method-helps improve greater communication and gain consensus from experts in the construction industry through series of questionnaires. As a result, the final framework is produced comprises of 7 key categories and 37 applicable criteria that achieved high degree of consensus and importance.

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The Toledo Gate of Ciudad Real, Spain, constructed between the late 13th and early 14th centuries, is the last remaining portion of a once complete medieval city wall. It represents the long history of the city and constitutes its main heritage symbol, dividing the historic city centre from the later 19th and 20th century expansions. In October 2012, the Town Hall and the Montemadrid Foundation started the conservation works to preserve this important monument. The preliminary phase of this project included an in-depth series of scientific studies which were carried out by a multidisciplinary team focusing on archival research, historic investigations, archaeological excavations as well as material composition analysis and main treatment application tests. As a result of these studies a series of virtual 3D models were created to inform, discuss and study the monument. A first digital model permitted visualization of the gate in the 19th century and how the main entrance to the city was integrated as a fundamental part of the city walls. This virtual reconstruction also became an important part of the campaign to raise awareness among the citizens towards a monument that had remained in the shadows for the last century, isolated in a roundabout after the systematic demolition of the city walls in the late 19th century. Over the last three years and as a result of these archaeological and historic investigations and subsequent virtual models, surprisingly new and interesting data were brought to light thus permitting the establishment and corroboration of a new and updated hypothesis of the Toledo Gate that goes beyond the previous ideas. As a result of these studies a new architectural typology with construction techniques of has been suggested. This paper describes how the results of this continuous and interdisciplinary documentation process have benefitted from a computer graphic reconstruction of the gate. It highlights how virtual reconstruction can be a powerful tool for conservation decision making and awareness raising. Furthermore, the interesting results of the final reconstruction hypothesis convinced the technical team responsible for the conservation to alter some aspects of the final project physical interventions in order to focus on some of the features and conclusions discovered through the virtual model study.

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Waste from a deer-processing facility is required by law to be disposed of in any permitted municipal solid waste (Class 3) landfill or a permitted construction and demolition debris (Class 2) landfill that has specific approval to accept animal carcasses. Disposal of deer-processing waste on the property of the processing facility or at any other unpermitted site IS NOT ALLOWED. Waste from commercial deer processing facilities must be disposed of per the requirements of the S.C. Solid Waste Policy and Management Act of 1991.

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In Italia, quasi il 90% delle abitazioni esistenti sono state edificate prima degli anni Settanta del Novecento, se consideriamo la tipologia costruttiva, le normative per la sicurezza strutturale in ambito sismico e il comportamento energetico, ne deriva che la maggior parte non risponde agli standard vigenti. A questo si aggiunge la consapevolezza che il patrimonio residenziale costruito in quel periodo, e che occupa le prime periferie delle città, non si presta per sua natura costitutiva ad essere oggetto di interventi di riqualificazione che siano giustificabili in termini di costi-benefici dal punto di vista economico e per ottimizzazione ingegneristica. È opportuno ripensare piani e programmi di rinnovamento non circoscritti alle categorie di risanamento, efficientamento, manutenzione, adeguamento, ma che siano in grado di assumere in positivo il tema della sostituzione secondo il paradigma del ri-costruire per ri-generare per sviluppare strategie a medio-lungo termine per soddisfare un quadro esigenziale-prestazionale coerente con la legislazione europea, in termini di sicurezza, efficienza e impatto ambientale, e promuovere la pianificazione e lo sviluppo sostenibile delle città. L’edilizia circolare è qui intesa come un’attività finalizzata alla costruzione e gestione degli edifici all’interno di un ecosistema economico basato sulla circolarità dei processi. L’obiettivo della ricerca è duplice: (i) metodologico, rivolto alla formalizzazione di un modello innovativo d’intervento associato ai principi della circolarità e basato sulla conoscenza approfondita del patrimonio esistente; e (ii) progettuale, prevede la progettazione di un prototipo di unità abitativa e l’applicazione del modello ad un caso di studio, che viene assunto come applicazione sperimentale ad un contesto reale e momento conclusivo del processo. La definizione di una matrice valutativa consente di formulare indicazioni operative nella fase precedente l’intervento per rendere espliciti, attraverso un indice sintetico di supporto decisionale, i criteri su cui fondare le scelte tra le due macro-categorie di intervento (demolizione con ricostruzione o rinnovo).