Anales de Edificación最新文献

{"title":"Efectos de la humedad en la calcita natural, aragonita y portlandita de las piedras de cal de construcción = Effects of moisture on natural calcite, aragonite and portlandite building limestones","authors":"Supriya Subramani, F. Fernández, A. J. D. Santos, M. D. Río, O. López","doi":"10.20868/ADE.2019.3915","DOIUrl":"https://doi.org/10.20868/ADE.2019.3915","url":null,"abstract":"Resumen El norte de Espana contiene una amplia variedad de piedras calizas destinadas a su uso en la construccion, con diversas caracteristicas morfologicas y variedades de color. La mayoria de las calizas estan compuestas de aragonita, aunque tanto calcita, como portlandita tambien se encuentran presentes en diferentes areas de Europa. Su coloracion mas comun es amarilla, blanca o marron transparente. Las rocas en disolucion ricas en calcio, favorece la deposicion de caliza, produciendose importantes cambios digeneticos. En esta ponencia se discutiran como la exposicion a la humedad afecta a las calizas. Elementos tales como calcio, oxigeno, hidrogeno y carbono han sido identificados mediante analisis de difraccion de rayos-x. Las calizas, en forma de carbonato de calcio e hidroxido de calcio, se someten a un tratamiento termico y se analizan su rango de descomposicion. Se calcula el porcentaje de perdida de peso con respecto a la temperatura. Los resultados pueden ser utilizados por disenadores de nuevos materiales y ayudar a desarrollar nuevos productos basados en calcita y con mejores propiedades tecnicas. Abstract North Spain contains a wide range of morphological and varieties of natural color limestones. Most of the limestones are composed of aragonite, but calcite and portlandite are also found in different areas of Europe. Their most common color is attractive transparent yellow, white and brown. Calcium rich dissolution rocks favors limestone deposition and produce important digenetic changes. In this paper we will discuss how digenesis modifies properties by exposing it in moisture. The elements such as calcium, oxygen, hydrogen and carbon were identified in power x-ray diffraction studies. The limestone known as calcium carbonate and calcium hydroxide is subjected to heat treatment and its decomposition range is analyzed. The percentage of weight loss with respect to temperature is calculated.","PeriodicalId":296022,"journal":{"name":"Anales de Edificación","volume":"51 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115228546","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Estudio del efecto de la estimación del tiempo y el tamaño del búfer de proyecto en el Método de la Cadena Crítica = Study of the effect of tasks duration and project buffer size estimation in the Critical Chain Method","authors":"J. Fuentes, J. Ruiz, Nelia Valverde, E. Navarro","doi":"10.20868/ADE.2019.3910","DOIUrl":"https://doi.org/10.20868/ADE.2019.3910","url":null,"abstract":"Resumen La aplicacion del Metodo de la Cadena Critica en la direccion y gestion de proyectos suscita abiertos debates sobre que procedimiento de dimensionado del bufer se ha de utilizar y cual ha de ser la duracion de las actividades en la realizacion del cronograma. Se ha realizado una comparativa entre 4 metodos de dimensionado de bufers, empleando dos tipos de estimaciones de la duracion de las tareas. Se ha determinado la probabilidad de cumplimiento de la fecha de finalizacion del proyecto obtenida con cada metodo a traves de una simulacion Monte Carlo. Tomando como criterio la probabilidad de cumplimiento, se ha demostrado que la duracion media de las actividades tiene mayor efecto que un procedimiento especifico de dimensionado del bufer. Aunque cada metodo de dimensionado genera una planificacion diferente, el tamano del bufer siempre aumenta la confiabilidad de la fecha de finalizacion del proyecto. Abstract Critical Chain Method application in Project Management generates open discussions about which buffer’s sizing procedure should be used and what tasks duration should be considered in the realization of the timeline. A comparison has been carried out between 4 buffers' sizing methods, using two types of estimates for tasks duration. By means of a Monte Carlo simulation, each probability of project deadline compliance has been determined. Taking the probability of compliance as a criterion, it has been found that the use of average tasks durations has a greater effect than a specific sizing buffer's method. Although each sizing method generates a different planning, the buffer size always increases the reliability of the project's end date","PeriodicalId":296022,"journal":{"name":"Anales de Edificación","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129783819","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Panel prefabricado de guadua-acero-mortero microvibrado con ceniza de cáscara de arroz para vivienda de interés social = Prefabricated panel of guadua-steel-mortar microvibrated with rice husk ash for social interest housing","authors":"Byron Sebastian Almeida, Eugenia Muscio, Lindthon Iparreño, Jesús Anaya","doi":"10.20868/ADE.2019.3914","DOIUrl":"https://doi.org/10.20868/ADE.2019.3914","url":null,"abstract":"Resumen Este estudio muestra un sistema constructivo alternativo para Vivienda de Interes Social (VIS). Su aplicacion ha sido prevista para la ciudad de Guayaquil pero con potencial para ser replicada a nivel de la costa ecuatoriana con el objetivo de disminuir el deficit habitacional actual en el pais. El resultado es un sistema prefabricado modular a base de una tipologia de panel machihembra-do de 4cm de espesor, que combina las propiedades de la Guadua angustifolia kunth empleada como esterilla, con el mortero con Ceniza de Cascara de Arroz reforzado con una malla electrosoldada de acero de 5.5 mm y 20 cm de separacion. El mortero ha sido microvibrado en una mesa equipada con un motor de 3500 RPM y contrapeso excentrico de 30 gr con el objetivo de mejorar la adherencia del mortero a la esterilla y evitar fisuras. Abstract This study shows an alternative constructive system for Social Interaction Housing (VIS). Its application has been planned for the city of Guayaquil but with the potential to be replicated at the level of the Ecuadorian coast with the aim of reducing the current housing deficit in the country. The result is a modular prefabricated system based on a 4 cm thick tongue-and-groove type panel, which combines the properties of the Guadua angustifolia kunth used as a mat, with the mortar with Ash of Rice Shell reinforced with an electrowelded mesh of 5.5 mm steel and 20 cm separation. The mortar has been microvibrated in a table equipped with a 3500 RPM motor and 30 gr eccentric counterweight to improve the adhesion of the mortar to the mat and to avoid fissures.","PeriodicalId":296022,"journal":{"name":"Anales de Edificación","volume":"40 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127159361","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Construcción de una estructura Superadobe = Construction of a Superadobe structure","authors":"M. López, M. Gonzalez, N. Llauradó","doi":"10.20868/ADE.2019.3911","DOIUrl":"https://doi.org/10.20868/ADE.2019.3911","url":null,"abstract":"Resumen La tecnologia Superadobe consiste en llenar sacos largos de polipropileno con una mezcla humeda de arcilla, arena, grava y cal / cemento; colocando y compactando uno encima del otro formando anillos concentricos de radio decreciente y describiendo un monolito de doble curvatura. Desde el 26 de agosto hasta el 6 de septiembre de 2017, un grupo de 10 estudiantes del Instituto “Domoterra” de la construccion Earthbag, en la provincia de Teruel, comunidad autonoma de Aragon (Espana), participo en la construccion de lo que se convertiria en un Refugio abovedado de superadobe de 4 m de diametro interno, aproximadamente 3,5 m de altura con capacidad para albergar 17,5 m2 de superficie habitable, utilizando aproximadamente 250 m de sacos de polipropileno y 20 m³ de tierra. La estructura avanzo desde un cilindro con una base inicial de 0,5 m hasta una altura de 2,1 m en 7 dias de trabajo efectivos de 8 horas cada dia, y esta experiencia junto con la literatura existente, se ha tomado en cuenta para describir el proceso de construccion de una cupula de Superadobe. Abstract Superadobe Technology consists on filling long polypropylene sacks with a moist mixture of clay, sand, gravel and lime/cement; placing and compacting one on top of another forming concentric rings of decreasing radius and describing a double curvature monolith. From the 26th of August till the 6th of September of 2017, a group of 10 students at the “Domoterra” Institute of Earthbag construction, in the province of Teruel, autonomous community of Aragon, Spain, participated in the construction of what would become a Superadobe domed shelter of internal diameter 4m, roughly 3.5m high with the capacity to enclose 17.5 m2 of habitable surface, using approximately 250 m of polypropylene sack and 20 m³ of earth. The structure advanced from an initial base cylinder of 0.5 m to the height of 2.1 m in 7 effective work days of 8 hours each day, and such an experience is taken into account together with existing literature, to describe the construction process of a Superadobe dome.","PeriodicalId":296022,"journal":{"name":"Anales de Edificación","volume":"60 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134374674","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Revitalización de la Ciudad y Activación del Patrimonio Arquitectónico a través de la Inversión de los Sistemas de Previsión Social = Urban Revitalization and Architectural Heritage Recycling through Investment linked to Social Welfare Systems","authors":"Francisco Javier Fernández Clavé, Javier de Cárdenas y Chávarri, Alfonso García Santos","doi":"10.20868/ADE.2019.3912","DOIUrl":"https://doi.org/10.20868/ADE.2019.3912","url":null,"abstract":"Resumen Se analiza la relacion entre la inversion inmobiliaria institucional que procede de los sistemas de prevision social, tales como fondos de pensiones, companias aseguradoras, mutualidades laborales, etc. y la regeneracion y activacion del patrimonio arquitectonico, dotandolo de nueva vida y utilidad para el conjunto de la sociedad. La discusion estriba en la dicotomia entre Patrimonio Activado (Asset) y Patrimonio Museizado, entrando en las consideraciones pertinentes sobre la reutilizacion del patrimonio arquitectonico y su rentabilidad social y economica, frente a la situacion de obsolescencia y consiguiente deterioro (“Edificios Muertos”). El texto pretende anadir un enfoque adicional, para avanzar en las buenas practicas a llevar a cabo en relacion con la conservacion del patrimonio, que ocupara un papel relevante en los proximos anos. Abstract This article analyses the relationship between institutional real estate investment from social welfare systems, such as pension funds, insurance companies, mutual labour unions, etc., and the regeneration and recycling of architectural heritage, endowing it with new life and utility for society at large. The debate is focused on the dichotomy between Activated Heritage (Asset) and “Museumised” Heritage, and delves into architectural heritage reuse and its social and economic profitability, contrasting with the situation of obsolescence and its resulting deterioration (“Dead Buildings”). This work seeks to add a complementary approach to advance good practices in heritage preservation, which will become crucial in the coming years.","PeriodicalId":296022,"journal":{"name":"Anales de Edificación","volume":"80 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116968026","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Aprovechamiento de residuos orgánicos (cáscara de almendra) para sustitución de árido grueso en la elaboración de hormigón convencional = Harvesting organic waste (almond shell) for substitution of coarse aggregate in the preparation of conventional concrete","authors":"A. Bustos, A. Cobo, Francisco Ballestín González","doi":"10.20868/ADE.2018.3849","DOIUrl":"https://doi.org/10.20868/ADE.2018.3849","url":null,"abstract":"Resumen El objetivo del presente trabajo, busca conocer el posible aprovechamiento de residuos organicos, como es la cascara de almendra, como sustitucion de una parte de la fraccion granulometrica del arido grueso para la fabricacion de hormigones convencionales. Para ello, primero, caracterizamos los materiales de variables, arido y cascara de almendra. Posteriormente, fabricamos las probetas de hormigon con distintas sustituciones (10%, 20% y 30%) de cascara de almendra sobre la fraccion gruesa del arido y procedemos a la realizacion de los ensayos marcados por las normas UNE, evaluando su comportamiento a compresion, traccion, flexion, penetracion de agua, absorcion de agua, hielo y deshielo y termico. Abstract The present work seeks to know the possible use of organic waste, as is the almond shell, as a substitution of a part of the granulometric fraction of coarse aggregate for the manufacture of conventional concretes. For this, first, we characterize the materials of variables, arid and almond shell. Subsequently, we manufacture the concrete specimens with different substitutions (10%, 20% and 30%) of almond shell on the coarse fraction of the aggregate and proceed to carry out the tests marked by the UNE standards, evaluating their behavior at compression, traction, bending, water penetration, water absorption, ice and thaw and thermal.","PeriodicalId":296022,"journal":{"name":"Anales de Edificación","volume":"37 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-02-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122287141","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Vocabulario para aparejos-3D (sistemas de construcción con componentes-3D) = 3D-bonding vocabulary (building systems with 3D-components)","authors":"J. M. Reyes","doi":"10.20868/ADE.2018.3852","DOIUrl":"https://doi.org/10.20868/ADE.2018.3852","url":null,"abstract":"Resumen La produccion de componentes-3D para la construccion industrializada ha ido en aumento en los ultimos 20 anos de manera constante y paulatina. Su presencia se tiene en cuenta tanto desde la produccion industrial, como desde la ensenanza de la Arquitectura, pero casi siempre desde distintos puntos de vista e intereses. La industria suele valorar solo el factor economico en todo lo que produce sin atender completamente a otros requerimientos como la calidad espacial o el aspecto simbolico, etc. Y la Universidad plantea tanteos y experimentos creativos que, sin dejar de tener su interes, se alejan de unos procedimientos y metodologias capaces de ser asimilados por la mayoria (como si de hallazgos continuos se tratasen). El presente articulo trata de poner de acuerdo ambos campos atendiendo a un analisis y clasificacion de casos de agrupacion-composicion de componentes-3D (aparejos-3D), de manera que una posible nomenclatura, y un reconocimiento de lo mas utilizado, sirva para poner en comun una tecnologia que deberia llegar a ser convencional, y ofrecer buenos resultados de Arquitectura siguiendo estas pautas automaticas. Abstract The use of 3D-components for industrialized construction has been steadily and gradually increasing during the last 20 years. It is present both in the industrialized production and the Architectural education, but almost always from different points of views and interests. From one hand, the industry values the economic factor in everything it produces without get to attend all spatial or symbolic values fully. And from the other hand, Universities’ projects often management exercises and experiments looking for a creative solution that are far away from procedures and methodologies be able assimilated for everybody (standard for industry). The present article tries to reunite both worlds (industrial and academic) from an analysis and classification of bonding cases. The most used procedures and the proposed names (operations designation) achive to link the conventional and standardized technology with correct spatial and compositional results.","PeriodicalId":296022,"journal":{"name":"Anales de Edificación","volume":"2 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-02-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115508435","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Rehabilitación de la cubierta de la nave principal de la iglesia de Santiago Apóstol de Jumilla (Murcia) = Rehabilitation of the main nave´s cover of Santiago’s church in Jumilla (Murcia)","authors":"M. P. Moreno","doi":"10.20868/ade.2018.3850","DOIUrl":"https://doi.org/10.20868/ade.2018.3850","url":null,"abstract":"Resumen En el ambito de la rehabilitacion se denomina reestructuracion a la accion de dotar a una edificacion existente de una nueva estructura. El conocimiento de las tipologias estructurales de entramados de madera en las cubiertas era imprescindible para los arquitectos o maestros dedicados a las ciclicas reconstrucciones de las antiguas edificaciones que eran necesarias tras los numerosos incendios, las patologias de origen biotico o las humedades que provocaban la superacion de la vida util. Este articulo describe la reestructuracion de parte de la cubierta primitiva de la nave principal de la Iglesia de Santiago de Jumilla (Murcia), realizada en 1989 por el arquitecto Salvador Moreno Perez. El analisis de su pre-existente sistema estructural y el diagnostico referido a la inestabilidad de sus bovedas de cruceria suscito la intervencion integral en la cubierta de par-hilera de madera mas antigua, cuyo diseno, dimensionado y ejecucion, se detalla. Abstract In the field of rehabilitation, it is called restructuring to the action of equipping an existing building of a new structure. The knowledge of the typologies of the structural systems of timber framing in the roofs of the old buildings was essential for the architects dedicated to the cyclical reconstructions necessary after the numerous fires, the pathologies of biotic origin or the humidity that caused the overcoming of the useful life. This article describes the restructuring’s process of the primitive main nave’s cover of Santiago de Jumilla’s church (Murcia), realized in 1989 by the architect Salvador Moreno Perez. The analysis of its pre-existing structural system and the diagnosis referred to the imminent instability of its ribbed vaults provoked the integral intervention on the part of its wooden cover, whose design, sizing and execution, will be detailed.","PeriodicalId":296022,"journal":{"name":"Anales de Edificación","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-02-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132766441","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Estudio de los radios de curvatura mínimos de los cortes de bambú. Análisis experimental con Phyllostachys bambusoidesSieb. et Zucc = Study of the permissible bending radius of bamboo cuts. Experimental analysis with Phyllostachys bambusoidesSieb. et Zucc.","authors":"Eugenia Muscio, Jesús Anaya","doi":"10.20868/ADE.2018.3848","DOIUrl":"https://doi.org/10.20868/ADE.2018.3848","url":null,"abstract":"Resumen Con el objetivo de determinar la relacion existente entre los cortes admisibles de una cana de bambu que se asocian a una determinada parte anatomica de la planta y el comportamiento mecanico a flexion que se evidencia con el radio de curvatura admisible, se realizaron ensayos experimentales con 5 cortes longitudinales de 1,25m de longitud de bambu de la especie PhyllostachysbambusoidesSieb. et Zucc., de dos anos de edad. Se observo que la cara externa de la cana de bambu presenta mayor resistencia a flexion que la cara interna, obteniendo un radio de curvatura menor con las probetas de la cara externa del bambu ensayado. El radio de curvatura minimo que se obtuvo en los ensayos fue de 191o correspondiente al corte de 1/8 de de bambu que presentaba una parte de la cara externa y otra de la cara interna, equilibrando su constitucion anatomica. Las condiciones fisico - anatomicas de las plantas, tanto su composicion como la ley intrinseca que establece su disposicion, determinan su comportamiento mecanico. Abstract In order to determine the relationship between the permissible cuts of a bamboo cane that are associated with a certain anatomical part of the plant and the mechanical bending behaviour that is evidenced by the permissible radius of curvature, experimental tests were carried out with 5 longitudinal cuts of 1.25 m length of bamboo of the species Phyllostachys bambusoidesSieb. et Zucc., two years old. It was observed that the outer face of the bamboo cane presents greater resistance to bending than the inner face, obtaining a smaller radius of curvature with the specimens of the outer face of the bamboo tested. The minimum radius of curvature obtained in the tests was 191o corresponding to the cut of 1/8th of bamboo that presented a part of the external face and another of the internal face, balancing its anatomical constitution. The physical and anatomical conditions of the plants, both their composition and the intrinsic law that establishes their arrangement, determine their mechanical behaviour.","PeriodicalId":296022,"journal":{"name":"Anales de Edificación","volume":"108 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-02-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115719297","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Análisis del comportamiento térmico del Sistema SATE: Edificio rehabilitado en Madrid =Analysis of the thermal behaviour of the ETICS system: Rehabilitated building in Madrid","authors":"S. Varela, C. Viñas, A. Rodríguez, P. Aguilera","doi":"10.20868/ADE.2018.3851","DOIUrl":"https://doi.org/10.20868/ADE.2018.3851","url":null,"abstract":"Resumen Las actuaciones para la rehabilitacion del parque edificatorio existente son un punto clave en la reduccion de la demanda de energia; objetivo principal de la normativa actual relativa a la eficiencia energetica. Uno de los elementos mas influyentes en la capacidad de ahorro energetico en un edificio es su envolvente. Reducir las perdidas de energia del interior de una vivienda a traves de la mejora de las caracteristicas de la fachada es una actuacion que mejora notablemente los edificios, tanto energetica como esteticamente. En el presente trabajo se analiza el comportamiento termico de la fachada de un edificio tipico de los anos 50 que ha sido rehabilitado con un sistema de aislamiento termico por el exterior (SATE). El estudio se lleva a cabo a traves de la monitorizacion de un edificio situado al sur de Madrid, concretamente en dos viviendas, una en estado original y otra ya rehabilitada. La monitorizacion se realiza en el mismo periodo de tiempo y teniendo en cuenta la similitud de las caracteristicas constructivas de las dos viviendas estudiadas. A traves de los datos obtenidos se compara la evolucion de las temperaturas superficiales en los dos casos y en sus dos orientaciones, norte y sur. Se pretende conocer las mejoras en el comportamiento termico y la influencia del sistema SATE en esta rehabilitacion. Abstract Actions for the existing buildings rehabilitation are a key point in the reduction of energy demand; main objective of the current regulations relating to energy efficiency. One of the most influential elements of energy saving capacity in buildings is its envelope. Reduce energy losses of the interior of a house through the improvement of the characteristics of the facade is a performance that significantly improves the buildings, both energy and aesthetically. In the present work the thermal behaviour of the facade of a typical building of the 50s that has been rehabilitated with an external thermal insulation system (ETICS), is analysed. The study was performed through the monitoring of a building located in the south of Madrid, specifically in two houses, one in its original state and another one already rehabilitated. The monitoring was carried out in the same period of time and taking into account the similarity of the constructive characteristics of the two houses studied. Through the data obtained, the evolution of surface temperatures is compared in both cases and in its two orientations, north and south. It is intended to know the improvements in thermal behaviour and the influence of the ETICS system in this rehabilitation.","PeriodicalId":296022,"journal":{"name":"Anales de Edificación","volume":"12 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-02-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125336591","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}