Blended learning in the design of collective protections in building works

The design of collective protections of construction works is a topic that is integrated within one of the MBTI subjects. This paper presents an experience for teaching the design of collective protection in building works. Teaching has been done in a bended way. This subject is taught as part of the content of a wider subject included in the Master "Building Technological Innovation" (MBTI) of the Universidad Politécnica de Madrid (UPM). This Master's degree is a postgraduate of research nature. Graduating in MBTI implies that students are in a position to begin their PhD thesis. At this stage, often students are not able to follow the rigour established by the schedule of classes. For this reason it is interesting that part of the teaching is developed in a non-classroom based way.

Aspects of English building works from medieval times to the mid-nineteenth century

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Veer e midir. The licensing of private building works in Lisbon in the modern period

Using legal instruments and council records, this article analyses the legal rules, the procedure and the cost of licensing a private building work as well the practices used by competent authorities to sanction and solve illegal actions in Lisbon through the modern age.

Para que no pase con Potrerillos lo que pasó con El Carrizal

El embalse Carrizal es una obra realizada sobre el río Tunuyán, que nace a la vida del oasis en el año 1971, acompañada de importantes proyectos de desarrollo económico e integración territorial. La inexistencia de una legislación adecuada a las necesidades generadas por esta infraestructura, la ineficiencia en su administración y la desconexión puesta de manifiesto entre el embalse y su zona de influencia, son las causas que provocan la falta de equipamiento turístico-recreativo adecuado y el aprovechamiento óptimo del recurso agua. En el caso de Potrerillos , se diferencian 3 zonas en donde el impacto de la presa puede producir cambios importantes, potenciando su desarrollo o provocando la aparición de externalidades negativas y mayores gastos de los previstos. Estas son : la márgenes del embalse, en donde se espera, al igual que en El Carrizal, el desarrollo de una serie de proyectos turísticos y recreativos; la zona de influencia de la Villa Potrerillos y la del Alto Potrerillos y la zona de riego del río Mendoza. La inserción de este tipo de obra debe ser planificada, y las políticas y acciones a implementar deben surgir de un análisis profundo de su realidad, de las limitaciones y potencialidades naturales como también de las necesidades y requerimientos de todos los agentes que participan en la construcción del nuevo ecosistema.

Accommodating cabins as a new way of building houses

The current economic crisis has meant, particularly in Spain, the almost cessation of new buildings construction. This deep crisis will mean in future an irreversible change in the Spanish construction model, based to date almost exclusively on the brick. The project “Accommodating cabins as a new way of building houses” is part of a larger research within the line “Modular Architecture” developed by the Research Group “Design and Industrial Production”, belonging to the Technical University of Madrid, which aims to respond to the need for decent housing at an affordable price, by offering through Internet the plans, resources and other technical details required to build a house oneself. The proposed houses are built from the combination of industrially made modules (accommodation cabins, which are prefabricated modules usually used as provisional constructions in conventional building works), prefabricated subsystems and other catalogue components available on the market, all they set together by dry joints.

Gestão integrada de resíduos de construção e demolição: análise de estudo

A actividade de construção civil é responsável por grande parte dos resíduos produzidos, nomeadamente em obras de construção, demolições de edifícios ou derrocadas, operações de manutenção, restauro, remodelação e reabilitação de construções. A gestão dos resíduos deste sector, abreviadamente designada por resíduos de construção e demolição (RCD), passou a estar regulada, através de regime de operações de gestão de RCD. Este diploma, define entre outras, a responsabilidade dos vários intervenientes no processo de gestão de resíduos, fase de projecto, execução, transporte e recepção. Com a evolução das preocupações ambientais da população e maior envolvência das empresas na contribuição para uma gestão integrada de resíduos, existe um crescente desenvolvimento de estudos no âmbito de caracterização de quantidades e tipos de resíduos produzidos pelo sector. Neste contexto, e por ser importante uma economia integrada com a gestão de resíduos, os principais desafios passam pelo planeamento e preparação de Obra desde da fase de projecto à fase de execução, com vista à prevenção, redução, reutilização e valorização dos RCD. O presente trabalho pretende contribuir para este desenvolvimento do sector, mais concretamente na obtenção de indicadores de resíduos de construção (RC), resíduos de demolição (RD) e caracterização da tipologia destes. Para tanto, foi feita uma avaliação dos estudos desenvolvidos no âmbito de caracterização dos tipos de resíduos e indicadores de RC e RD, como método comparativo. Os indicadores deste estudo foram obtidos com base na análise de dados de casos de estudo, no caso concreto RC, de obras de estruturas, e RD de edifícios com execução de demolição selectiva. Na parte final deste estudo apresentam-se algumas conclusões e recomendações.

Dimensionamento de redes hidráulicas prediais

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

Metodologia BIM, aplicada à preparação, controlo e gestão de obra

O âmbito deste trabalho envolve o teste do modelo BIM numa obra em construção pela Mota-Engil – Engenharia, na extração experimental de peças desenhadas de preparação e apoio à execução de obra. No capítulo 1 deste relatório são definidos o âmbito e os objetivos deste trabalho, é feito um enquadramento histórico do tema e abordados conceitos e atividades da preparação de obra, na sua forma tradicional. O estado do conhecimento da preparação de obras e mais em concreto da tecnologia BIM a nível nacional e internacional é abordado no capítulo 2. Nesse sentido procura-se definir os conceitos principais inerentes a esta nova metodologia, que passa por identificar e caraterizar a tecnologia envolvida e o seu nível de desenvolvimento. Com suporte em casos práticos de preparação de obra na sua forma tradicional, identificados e desenvolvidos no capítulo 3, foi compilado um processo tipo de peças desenhadas de suporte identificadas e caracterizadas no capítulo 4, frequentes e comuns à execução de diversos tipos de obras de edifícios. Assente na compilação baseada em casos práticos e no estudo do projeto de execução da empreitada que sustenta o presente trabalho, com base no qual o modelo BIM foi concebido, identificou-se um conjunto de peças desenhadas de preparação e apoio à execução dos trabalhos, em 2D, a extrair do modelo. No capítulo 5, é feita uma descrição do modo como foi estudado o projeto da obra, com evidência para os fatores mais relevantes, especificando os desenhos a extrair. Suportada pelo programa de modelação ArchiCAD, a extração do conjunto de desenhos identificados anteriormente foi conseguida com recurso às funcionalidades disponíveis no software, que permite a criação de desenhos 2D atualizáveis ou não automaticamente a partir do modelo. Qualquer alteração introduzida no modelo virtual é automaticamente atualizada nos desenhos bidimensionais, caso o utilizador assim o pretenda. Ao longo desse trabalho foram detetados e analisados os condicionalismos inerentes ao processo de extração, referidos no capítulo 6, para estabelecimento de regras de modelação padrão a adotar em futuras empreitadas, que possam simplificar a obtenção dos elementos desenhados de preparação necessários à sua execução. No ponto 6.3 são identificadas melhorias a introduzir no modelo. Em conclusão no capítulo 7 são abordadas especificidades do setor da construção que sustentam e evidenciam cada vez mais a necessidade de utilizar as novas tecnologias com vista à adoção de práticas e ferramentas padrão de apoio à execução de obras. Sendo a tecnologia BIM, transversal a todo o setor, a sua utilização com regras padrão na conceção dos modelos e na extração de dados, potencia a otimização dos custos, do tempo, dos recursos e da qualidade final de um empreendimento, ao longo de todo o seu ciclo de vida, para além de apoiar com elevada fiabilidade as tomadas de decisão ao longo desse período. A tecnologia BIM, possibilita a antevisão do edifício a construir com um elevado grau de pormenor, com todas as vantagens que daí advêm.

The domestication of water: water management in the ancient world and its prehistoric origins in the Jordan Valley

The ancient civilizations were dependent upon sophisticated systems of water management. The hydraulic engineering works found in ancient Angkor (ninth to thirteenth century AD), the Aztec city of Tenochtitlan (thirteenth to fifteenth century AD), Byzantine Constantinople (fourth to sixth century AD) and Nabatean Petra (sixth century BC to AD 106) are particularly striking because each of these is in localities of the world that are once again facing a water crisis. Without water management, such ancient cities would never have emerged, nor would the urban communities and towns from which they developed. Indeed, the ‘domestication’ of water marked a key turning point in the cultural trajectory of each region of the world where state societies developed. This is illustrated by examining the prehistory of water management in the Jordan Valley, identifying the later Neolithic (approx. 8300–6500 years ago) as a key period when significant investment in water management occurred, laying the foundation for the development of the first urban communities of the Early Bronze Age.

Fisuración y deformaciones en tabiquerías

A diferencia de otros parámetros, el efecto de la existencia de huecos en la aparición y desarrollo de los procesos de fisuración en los paños de fábrica no ha sido considerado por las distintas normativas existentes en la actualidad. En nuestros días se emplea una variada gama de tipologías de elementos de cerramiento para realizar las particiones en las obras de edificación, cada una de ellas con características mecánicas diferentes y distinta metodología de ejecución, siendo de aplicación la misma normativa relativa al cálculo y control de las deformaciones. Tal y como expresamos en el Capitulo 1, en el que se analiza el Estado del Conocimiento, los códigos actuales determinan de forma analítica la flecha probable que se alcanza en los elementos portantes estructurales bajo diferentes condiciones de servicio. Las distintas propuestas que existen respecto para la limitación de la flecha activa, una vez realizado el cálculo de las deformaciones, bien por el método de Branson ó mediante los métodos de integración de curvaturas, no contemplan como parámetro a considerar en la limitación de la flecha activa la existencia y tipología de huecos en un paño de fábrica soportado por la estructura. Sin embargo se intuye y podríamos afirmar que una discontinuidad en cualquier elemento sometido a esfuerzos tiene influencia en el estado tensional del mismo. Si consideramos que, de forma general, los procesos de fisuración se producen al superarse la resistencia a tracción de material constitutivo de la fábrica soportada, es claro que la variación tensional inducida por la existencia de huecos ha de tener cierta influencia en la aparición y desarrollo de los procesos de fisuración en los elementos de partición o de cerramiento de las obras de edificación. En los Capítulos 2 y 3 tras justificar la necesidad de realizar una investigación encaminada a confirmar la relación entre la existencia de huecos en un paño de fábrica y el desarrollo de procesos de fisuración en el mismo, se establece este aspecto como principal Objetivo y se expone la Metodología para su análisis. Hemos definido y justificado en el Capítulo 4 el modelo de cálculo que hemos utilizado para determinar las deformaciones y los procesos de fisuración que se producen en los casos a analizar, en los que se han considerado como variables: los valores de la luz del modelo, el estado de fisuración de los elementos portantes, los efectos de la fluencia y el porcentaje de transmisión de cargas desde el forjado superior al paño de fábrica en estudio. Además se adoptan dos valores de la resistencia a tracción de las fábricas, 0.75MPa y 1.00MPa. La capacidad de representar la fisuración, así como la robustez y fiabilidad ha condicionado y justificado la selección del programa de elementos finitos que se ha utilizado para realizar los cálculos. Aprovechando la posibilidad de reproducir de forma ajustada las características introducidas para cada parámetro, hemos planteado y realizado un análisis paramétricos que considera 360 cálculos iterativos, de cuya exposición es objeto el Capítulo 5, para obtener una serie representativa de resultados sobre los que se realizará el análisis posterior. En el Capítulo 6, de análisis de los resultados, hemos estudiado los valores de deformaciones y estados de fisuración obtenidos para los casos analizados. Hemos determinado la influencia que tiene la presencia de huecos en la aparición de los procesos de fisuración y en las deformaciones que se producen en las diferentes configuraciones estructurales. Las conclusiones que hemos obtenido tras analizar los resultados, incluidas en el Capítulo 7, no dejan lugar a dudas: la presencia, la posición y la tipología de los huecos en los elementos de fábricas soportadas sobre estructuras deformables son factores determinantes respecto de la fisuración y pueden tener influencia en las deformaciones que constituyen la flecha activa del elemento, lo que obliga a plantear una serie de recomendaciones frente al proyecto y frente a la reglamentación técnica. La investigación desarrollada para esta Tesis Doctoral y la metodología aplicada para su desarrollo abre nuevas líneas de estudio, que se esbozan en el Capítulo 8, para el análisis de otros aspectos que no han sido cubiertos por esta investigación a fin de mejorar las limitaciones que deberían establecerse para los Estados Límite de Servicio de Deformaciones correspondientes a las estructuras de edificación. SUMMARY. Unlike other parameters, the effect of the existence of voids in the arising and development of cracking processes in the masonry walls has not been considered by current Codes. Nowadays, a huge variety of enclosure elements types is used to execute partitions in buildings, each one with different mechanical characteristics and different execution methodology, being applied the same rules concerning deflection calculation and control. As indicated in Chapter 1, which analyzes the State of Art, current codes analytically determine the deflection likely to be achieved in structural supporting elements under different service conditions. The different proposals that exist related to live deflection limitation, once performed deformations calculation, either by Branson´s method or considering curvatures integration methods, do not consider in deflection limitation the existence and typology of voids in a masonry wall structured supported. But is sensed and it can be affirmed that a discontinuity in any element under stress influences the stress state of it. If we consider that, in general, cracking processes occur when masonry material tensile strength is exceeded, it is clear that tension variation induced by the existence of voids must have some influence on the emergence and development of cracking processes in enclosure elements of building works. In Chapters 2 and 3, after justifying the need for an investigation to confirm the relationship between the existence of voids in a masonry wall and the development of cracking process in it, is set as the main objective and it is shown the analysis Methodology. We have defined and justified in Chapter 4 the calculation model used to determine the deformation and cracking processes that occur in the cases analyzed, in which were considered as variables: model span values, bearing elements cracking state, creep effects and load transmission percentage from the upper floor to the studied masonry wall. In addition, two masonry tensile strength values 0.75MPa and 1.00MPa have been considered. The cracking consideration ability, robustness and reliability has determined and justified the selection of the finite element program that was used for the calculations. Taking advantage of the ability of accurately consider the characteristics introduced for each parameter, we have performed a parametric analyses that considers 360 iterative calculations, whose results are included in Chapter 5, in order to obtain a representative results set that will be analyzed later. In Chapter 6, results analysis, we studied the obtained values of deformation and cracking configurations for the cases analyzed. We determined the influence of the voids presence in the occurrence of cracking processes and deformations in different structural configurations. The conclusions we have obtained after analyzing the results, included in Chapter 7, leave no doubt: the presence, position and type of holes in masonry elements supported on deformable structures are determinative of cracking and can influence deformations which are the element live deflection, making necessary to raise a number of recommendations related to project and technical regulation. The research undertaken for this Doctoral Thesis and the applied methodology for its development opens up new lines of study, outlined in Chapter 8, for the analysis of other aspects that are not covered by this research, in order to improve the limitations that should be established for Deflections Serviceability Limit States related to building structures.

Las decisiones de proyecto y los costes de construcción en la vivienda rural, aplicado al estudio de la vivienda autopromovida en la provincia de Cáceres

En la coyuntura actual, en la que existe por un lado, exceso en la oferta de vivienda (de alto precio o de segunda residencia), y aparece por otro demanda de vivienda (de bajo precio y/o social), el mercado inmobiliario se encuentra paradójicamente bloqueado. Así, surge esta investigación como fruto de este momento histórico, en el cual se somete a debate económico el producto vivienda, no solo como consecuencia de la profunda crisis económica, sino también para la correcta gestión de los recursos desde el punto de vista de lo eficiente y sostenible. Se parte de la hipótesis de que es necesario determinar un estimador de costes de construcción de vivienda autopromovida como una de las soluciones a la habitación en el medio rural de Extremadura, para lo cual se ha tomado como modelo de análisis concretamente la Vivienda Autopromovida subvencionada por la Junta de Extremadura en el marco de la provincia de Cáceres. Con esta investigación se pretende establecer una herramienta matemática precisa que permita determinar la inversión a los promotores, el posible margen de beneficios a los contratistas y el valor real de la garantía en el préstamo a las entidades financieras. Pero el objetivo de mayor proyección social de esta investigación consiste en facilitar una herramienta sencilla a la Junta de Extremadura para que pueda establecer las ayudas de una manera proporcional. De este modo se ayuda a optimizar los recursos, lo cual en época de crisis resulta aun más acuciante, ya que conociendo previamente y con bastante exactitud el importe de las obras se pueden dirigir las ayudas de forma proporcional a las necesidades reales de la ejecución. De hecho, ciertas características difíciles de cuantificar para determinar las ayudas en materia de vivienda, como la influencia del número de miembros familiares o la atención a la discapacidad, se verían contempladas de forma indirecta en el coste estimado con el método aquí propuesto, ya que suponen siempre un aumento de las superficies construidas y útiles, de los huecos de fachadas o del tamaño de locales húmedos y por tanto se contemplan en la ecuación del modelo determinado. Por último, contar con un estimador de costes potencia la forma de asentamiento de la construcción mediante autopromocion de viviendas ya que ayuda a la toma de decisiones al particular, subvencionado o no. En efecto, la herramienta es valida en cierta medida para cualquier autopromocion, constituye un sistema de construcción con las menores posibilidades especulativas y lo más sostenible, es abundante en toda Extremadura, y consigue que el sector de la construcción sea un sistema más eficiente al optimizar su proceso económico de producción. SUMMARY Under the present circumstances, in which there is, on one hand, an excess in the supply of housing (high-price or second-home), and on the other hand a demand for housing (low cost and/or social), paradoxically the property market is at a standstill. This research has come about as a result of this moment in time, in which the product: housing, is undergoing economic debate, not only on account of this serious economic crisis, but for the proper management of resources from the point of view of efficiency and sustainability. A building-costs estimator for owner-developed housing is deemed necessary as one of the solutions for the rural environment that is Extremadura. To this end, it is the Owner-Developed House which has been taken as analysis model. It is subsidized by the Extremadura Regional Government in Caceres Province. This research establishes an accurate mathematical tool to work out the developers’ investment, the builder’s potential profit margin and the reality of the loan for the Financial Institution. But the result of most social relevance in this research is to provide the Extremadura Regional Government with a simple tool, so that it can draw up the Subventions proportionally. Thus, the resources are optimized, an even more vital matter in times of economic slump, due to the fact that if the cost of the building works is known with some accuracy beforehand, the subventions can be allocated in a way that is proportional to the real needs of execution. In fact certain elements related to housing subventions which are hard to quantify, such as the influence of number of family members or disability support, would be covered indirectly in cost estimate with the proposed method, since they inevitably involve an increase in built area, exterior wall openings and the size of plumbed rooms. As such they are covered in the determined model equation. Lastly, the availability of a cost-estimator reinforces the ownerdeveloped building model, since it assists decision-making by the individual, whether subsidized or not. This is because the tool is valid to some extent in any owner-development, and this building scheme, which is common in Extremadura, is the most sustainable, and the least liable to speculation. It makes the building sector more efficient by optimizing the economic production process.

Houses built from accommodating cabins

The current economic crisis has meant, particularly in Spain, the almost cessation of new buildings construction. This deep crisis will mean in future an irreversible change in the Spanish construction model, based to date almost exclusively on the brick. After focusing on the Spanish property boom and examining its impact on the concept of housing (in a few years the house has moved forward from being contemplated exclusively as a primary good to be also considered a capital asset), we analyse the influence that this transformation has had on architecture (housing typology, building methods, the architectural profession and the architect training) and offers architectural alternatives –trough the university– to the present crisis. The project “Houses built from accommodating cabins” is part of a larger research within the line “Modular Architecture” developed by the Research Group “Design and Industrial Production”, belonging to the Technical University of Madrid, which aims to respond to the need for decent housing at an affordable price, by offering through Internet the plans, resources and other technical details required to build a house oneself. The proposed houses are built from the combination of industrially made modules (accommodation cabins, which are prefabricated modules usually used as provisional constructions in conventional building works), prefabricated subsystems and other catalogue components available on the market, all they set together by dry joints.

Sistema de gestión de residuos de construcción y demolición en obras de edificación residencial. Buenas prácticas en la ejecución de obra

En el sector de la edificación, las grandes constructoras comienzan a considerar aspectos medioambientales, no limitándose a lo establecido por la legislación vigente, y buscando la implementación de buenas prácticas. Si bien este hecho es una realidad para las grandes empresas constructoras, todavía falta que la gran mayoría de las empresas del sector (pequeñas y medianas) adopten ésta tendencia. En este sentido, las publicaciones y estadísticas consultadas revelan que el sector de la construcción sigue siendo el sector con menor número de Sistemas de Gestión Ambiental (SGA) certificados en comparación con otros sectores industriales, debido principalmente a las peculiaridades de su actividad. Por otra parte, el sector de la construcción genera grandes cantidades de residuos de construcción y demolición (RCD). Aunque, en los últimos años la actividad de la construcción ha disminuido, debido a la crisis económica del país, no hay que olvidar todos los problemas causados por este tipo de residuos, o mejor dicho, por su gestión. La gestión de los RCD actual está lejos de alcanzar la meta propuesta en la Directiva Marco de Residuos (DMR), la cual exige un objetivo global para el año 2020 en el que el 70% de todos los RCD generados deberán ser reciclados en los países de la UE. Pero, la realidad es que sólo el 50% de la RCD generados en la Unión Europea se recicla. Por este motivo, en los últimos años se ha producido una completa modificación del régimen jurídico aplicable a los RCD, incorporando importantes novedades a nuestro ordenamiento interno como son: la redacción de un Estudio de gestión de RCD (en fase de diseño) y un Plan de gestión de RCD (en fase de ejecución). Entre estas medidas destaca el poder conocer, con la antelación suficiente, la cantidad y el momento en que los RCD son generados, para así poder planificar la gestión más adecuada para cada categoría de RCD. Es por ello que el desarrollo de cualquier instrumento que determine la estimación de RCD así como iniciativas para su control debe ser considerado como una herramienta para dar respuestas reales en el campo de la sostenibilidad en la edificación. Por todo lo anterior, el principal objetivo de la Tesis Doctoral es mejorar la gestión actual de los RCD, a través de la elaboración e implementación en obra de un Sistema de gestión de RCD en fase de ejecución que podrá ser incluido en el Sistema de Gestión Ambiental de las empresas constructoras. Para ello, se ha identificado la actividad que más residuo genera, así como las diferentes categorías de RCD generadas durante su ejecución, a través del análisis de nueve obras de edificación de nueva planta. Posteriormente, se han determinado y evaluado, en función de su eficacia y viabilidad, veinte buenas prácticas encaminadas a reducir la generación de RCD. También, se han identificado y evaluado, en función de su coste económico, cinco alternativas de gestión para cada categoría de RCD generada. Por último, se ha desarrollado e implementado un Sistema de Gestión de RCD en una empresa de construcción real. En definitiva, el Sistema de Gestión de RCD propuesto contiene una herramienta de estimación de RCD y también proporciona una relación de buenas prácticas, según su viabilidad y eficacia, sobre los aspectos más significativos en cuanto a la gestión de RCD se refiere. El uso de este Sistema de gestión de RCD ayudará a los técnicos de la construcción en el desarrollo de los documentos "Estudio de gestión de RCD " y "Plan de gestión de RCD " - requeridos por ley -. Además, el Sistema promueve la gestión ambiental de la empresa, favoreciendo la cohesión del proceso constructivo, estableciendo responsabilidades en el ámbito de RCD y proporcionando un mayor control sobre el proceso. En conclusión, la implementación de un sistema de gestión de RCD en obra ayuda a conseguir una actividad de edificación, cuyo principal objetivo sea la generación de residuos cero. ABSTRACT Currently, in the building sector, the main construction companies are considering environmental issues, not being limited to the current legislation, and seeking the implementation of good practices. While this fact is a reality for large construction companies, still the vast majority of construction companies (small and medium enterprises) need to accept this trend. In this sense, official publications and statistics reveal that the construction sector remains with the lowest number of certified Environmental Management Systems (EMS) compared to other industrial sectors, mainly due to the peculiarities of its activity. Moreover, the construction industry in Spain generates large volumes of construction and demolition waste (CDW) achieving a low recycling rate compared to other European Union countries and to the target set for 2020. Despite the complete change in the legal regime for CDW in Spain, there are still several difficulties for their application at the construction works. Among these difficulties the following can be highlighted: onsite segregation, estimating CDW generation and managing different CDW categories. Despite these difficulties, the proper CDW management must be one of the main aspects considered by construction companies in the EMS. However, at present the EMS used in construction companies consider very superficially CDW management issues. Therefore, current EMS should go a step further and include not only procedures for managing CDW globally, but also specific procedures for each CDW category, taking into account best practices for prevention, minimization and proper CDW management in order to achieve building construction works with zero waste generation. The few scientific studies analysing EMS implementation in construction enterprises focus on studying the benefits and barriers of their implementation. Despite the drawbacks found, implementing an EMS would bring benefits such as improving the corporate image in relation to the environment, ensuring compliance with the law or reducing environmental risks. Also, the international scientific community has shown great interest in defining models to estimate in advance the CDW that will be generated during the building construction or rehabilitation works. These studies analyse the overall waste generation and its different CDW categories. However, despite the many studies found on CDW quantification, analysing its evolution throughout the construction activities is a factor that must be further studied and discussed in greater depth, as results would be of great significance when planning the CDW management. According to the scientific studies analysing the implementation of good environmental practices in construction sites, it seems that, in general, the CDW collection system is done in a decentralized manner by each subcontracted company. In addition, the corporate image generated when poor practices are done may adversely affect the company's reputation and can result in loss of contracts. Finally, although there are numerous guides and manuals of good practices for CDW management, no references have been found implementing these measures in the Environmental Management System of the construction companies. From all the above, this thesis aims to provide answers to reduce the environmental impact caused by CDW generation in building construction works, in order to get a building process with zero waste generation. In this sense, is essential to generate new knowledge in order to implement a system which can carry out comprehensive management of CDW generated onsite, at the design stage until the end of its life cycle, taking into account both technical and economic criteria. Therefore, the main objective of this thesis is to define and implement a CDW management system for residential building construction works, helping construction agents not only to manage the CDW in accordance with current legislation, but also minimizing their generation on site by applying best practices, resulting in achieving the goal of zero waste in building works.

Los residuos de envases y embalajes en edificación residencial. Patrones de generación y estrategias de mejora de su gestión

Uno de los retos a los que se enfrenta la humanidad es la demanda de una sociedad con casi cero residuos: la búsqueda de una economía más eficiente en el uso de los recursos teniendo en cuenta el cambio climático y un abastecimiento sostenible de materias primas que permitan satisfacer las necesidades de una población mundial cada vez mayor, dentro de los límites sostenibles de los recursos naturales del planeta. Abordar este desafío implica la recuperación y reciclaje de materiales para reducir consumos de materias primas y, para ello, debe promoverse la innovación en la prevención y gestión de residuos, como estrategia hacia un desarrollo urbano sostenible. Los envases y embalajes forman parte de la cultura actual, relacionándose con el grado de desarrollo de países y regiones; el sector de la construcción no es ajeno a la problemática y genera un importante volumen de embalajes en las obras que no se gestionan de forma adecuada. El modelo de gestión de Residuos de Construcción Demolición (RCD) actual es poco eficaz, ya que los vertederos siguen recibiendo grandes cantidades de residuos valorizables. La normativa ha conseguido minimizar las prácticas ilegales, pero se comprueba que la gestión actual de los RCD en obra deja en manos de las plantas de tratamiento la misión de separar los residuos según su naturaleza y los datos aportados por las distintas plantas no permiten afirmar el grado de alcance de dicho objetivo, ni el destino de los mismos. Los envases y embalajes son un tipo de residuos que por su naturaleza suponen una fuente de recursos valorizables y por ello están presentes en directivas y leyes, dirigidas fundamentalmente al sector de la alimentación. En el ámbito de la construcción, hasta la fecha, no se habían tratado de forma específica, motivo que justifica este trabajo. Esta Tesis Doctoral tiene como objetivo principal mejorar la gestión de residuos de embalajes procedentes de materiales de construcción. Para ello se estudia un importante conjunto de obras de edificación residencial colectiva de 1173 viviendas, análisis que llevará a conocer los patrones de producción de los Residuos de Envases y Embalajes en Construcción (REEC) e identificar los productos o materiales responsables de su generación. La monitorización realizada, permitirá diseñar estrategias específicas que minimicen la generación de estos residuos y optimicen su valorización. Se ha podido comprobar que el tratamiento particularizado de los REEC puede mejorar los resultados de la gestión del conjunto de RCD, debido a que, al no mezclarse, se elimina un importante agente contaminador de los residuos inertes. Las obras analizadas alcanzan un nivel de segregación in situ muy bajo, y los capítulos de cerramientos e instalaciones suman más del 50% del global de REEC. Particularizando en cada tipo de material, el cartón predomina en los trabajos de electricidad, el plástico en las particiones y la madera en fachadas. Se evalúa la opción del eco-­‐rediseño para uno de los embalajes predominantes, y se identifican estrategias para minimizar su impacto. Se comprueba que el ahorro en la gestión de RCD en caso de impulsar la segregación in situ no es muy significativo en las obras estudiadas, si bien se demuestra que la viabilidad económica es el factor más importante para motivar a las empresas constructoras. Las Administraciones Públicas deberían incentivar la gestión responsable, estableciendo medidas de control en las plantas de tratamiento e implementando en sus obras medidas de gestión de RCD ejemplares para el mercado. Una adecuada planificación de la obra, y formación específica para el personal son medidas que facilitan la segregación in situ y mejoran los resultados. Los promotores, mediante su relación contractual con el resto de agentes, tienen la capacidad de establecer objetivos de reducción, planificación y gestión sostenible de los REEC. Por último, se propone un sistema de gestión de REEC, integrable dentro del Sistema de Gestión de la empresa constructora, que permite evitar que residuos valorizables tales como los envases y embalajes se envíen a vertedero, guiando al sector hacia un futuro más respetuoso, alineado con el desarrollo sostenible. ABSTRACT One of the challenges humanity faces is the demand of an almost zero waste society: the search for a more efficient economy in the use of resources, taking into account climate change and a sustainable supply of raw materials, that meet the needs of an increasing world population within the sustainable limits of the planet's natural resources. Addressing this challenge involves the recovery and recycling of materials to reduce consumption of raw materials, so innovation must therefore be promoted in the prevention and management of waste, as a strategy towards a sustainable urban development. Packaging is part of our current culture and is related to the degree of development of countries and regions; the construction sector is no stranger to this problem and generates a significant amount of packaging waste in the site works, which nowadays is not managed properly. The current Construction Demolition Waste (CDW) management model is ineffective, since landfills continue to receive large amounts of recoverable waste. The legislation has managed to minimize illegal practices, but it has been observed that the current management of CDW in the analysed works leaves the mission of separating waste according to their nature to the plants, and data provided by the latter does not allow for checking the scope of this objective, nor the destiny of the waste. Packaging is a type of waste which, by its nature, represents a source of recoverable resources and is therefore present in directives and laws, focused primarily on the food industry. It has not been specifically treated to date in the construction field, hence the reason that justifies this work. This Thesis aims to improve the management of packaging waste from construction materials. An important set of residential building works with 1173 dwellings is analysed, which leads to knowledge on the production patterns of packaging waste (PW) in the construction industry, and the identification of the products responsible for its generation. The monitorization also allows for the design of specific strategies which minimise the generation of waste and optimize recovery. It has been found that the individualized treatment of PW can improve the results of the management of the whole CDW since, when not mixed, a major pollutant of inert waste is removed. The analysed works reached a very low segregation level and the façades and building services phases account for more than 50% of the overall PW. Focusing on each type of material, cardboard predominates electricity works, plastic on partitions and wood on façades. Eco-­‐redesign is evaluated for one of the predominant packages, and strategies are identified to minimise their impact are . There is evidence that the savings in the CDW management in case of promoting segregation on site are not very significant at the studied works, although economic feasibility is the most important factor to motivate the construction companies. Public Administrations should encourage responsible management, establishing control measures in treatment plants and implementing CDW management exemplary measures on their work sites for the market. A proper planning of the works and specific training for the personnel are measures that facilitate in situ segregation and improve outcomes. The developers, through their contractual relationship with the other agents, have the ability to set reduction targets, planning and sustainable management of PW. Finally, a management system for PW is proposed, integrated within the Management System of the construction company, which aims to avoid that recoverable waste such as packaging is sent to landfill, leading the industry towards a more environmentally friendly future, aligned with sustainable development.

Structural Analysis with ANSYS on Stone Constructions in the Historical Spanish Heritage

According to the importance of rehabilitation and recovery of Architectural Heritage in the live of people, this paper is aimed to strengthen the traditional methods of stone vaults calculation taking advantage of the technological characteristics of the powerful program ANSYS Workbench. As an example of this, it could find out the possible pathologies that could arise during the construction history of the building. To limit this research, the upper vault of the main chapel of the Santiago parish church in Orihuela -Alicante- is selected as a reference which is a Jeronimo Quijano´s important building work in the XVI century in the Renaissance. Moreover, it is an innovative stone masonry vault that consists of 8 double intercrossed arches with each other and braced by severies. During the seventeenth century there was a lantern in the central cap and it is unknown why it was removed. Its construction could justify the original constructive solution with intercrossed arches that freed the center to create a more enlightened and comfortable presbytery. By similarity with other Quijano’s works, it is considered a small lantern drilling the central spherical cap. It is proposed to carry out a comparative study of it with different architectural solutions from the same period and based on several common parameters such as: a vault of square plant with spherical surround, intercrossed arches, a possible lantern, the dimension of the permitted space, similar states of loads and compact limestone masonry. The three solutions are mainly differentiated by their size and the type of lantern and its comparison lets us know which one is the most resistant and stable. The other two building works maintain some connection with the Quijano's professional scope. It has selected the particular case of the Communion chapel of the Basilica in Elche (a large prismatic lantern with a large cylindrical drum that starts from the own arches and an upper hemispherical dome), for its conservation, its proximity to Orihuela and its implementation during the century XVIII. Finally, a significant Dome Spanish Renaissance complete the selection: a cross vault of the Benavides Chapel of the Saint Francisco Convent in Baeza - Jaén-, designed by Andres of Vandelvira in the sixteenth century (a large hemispherical dome that starts from the own arcs). To simplify the calculation and standardize the work that have to be contrasted, all of them were considered with some similar characteristics: 30 cm constant thickness, the intercrossed arches were specifically analyzed and had identical loads, Young's modulus and Poisson's ratio. Regarding the calculation solutions, in general terms, the compressive stresses predominate, influencing on it the joint collaboration of the filling material on the vault, the vault itself, the thick side walls, the buttresses and the top cover weight . In addition, the three solutions are suitable, being the Orihuela one the safest and the Baeza one the riskiest for its large dimensions. Thus, the idea of intercrossed arches with suitable thickness would allow carry out the heaviest lantern and this would confirm it as a Renaissance architectural typology built in stone.