The drafting of the Building Assessment Report (IEE) as a requirement to request funding for conservation works, universal accessibility or energy efficiency, and the financial support for the draft of the IEE itself have meant a relevant encouragement for its implementation. An improvement has also been achieved regarding the national and regional regulation on the creation of registration bodies which integrate the information contained in the IEE, in order to be publicly consulted. The interest of the Administration in developing computer tools that register and geographically reference information on the condition of buildings is essential to propose realistic policies of housing, urban rehabilitation and urban regeneration, and also constitute very useful databases to carry out subsequent research work. In this work, several recent examples of housing registers and observatories are presented and analyzed, showing the potential and interest that they present.
{"title":"Oportunidades que presenta la georreferenciación de los registros de edificios","authors":"B. Serrano-Lanzarote, Teresa Soto-Vicario","doi":"10.3989/IC.71336","DOIUrl":"https://doi.org/10.3989/IC.71336","url":null,"abstract":"The drafting of the Building Assessment Report (IEE) as a requirement to request funding for conservation works, universal accessibility or energy efficiency, and the financial support for the draft of the IEE itself have meant a relevant encouragement for its implementation. An improvement has also been achieved regarding the national and regional regulation on the creation of registration bodies which integrate the information contained in the IEE, in order to be publicly consulted. The interest of the Administration in developing computer tools that register and geographically reference information on the condition of buildings is essential to propose realistic policies of housing, urban rehabilitation and urban regeneration, and also constitute very useful databases to carry out subsequent research work. In this work, several recent examples of housing registers and observatories are presented and analyzed, showing the potential and interest that they present.","PeriodicalId":54981,"journal":{"name":"Informes De La Construccion","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2020-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48058041","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
On August 24, 2016, in the Italian Apennines, an earthquake of magnitude 6.2 Mw occurred mainly affecting the villages of Amatrice, Accumoli, Arquata del Tronto and Pescara del Tronto, causing almost 300 deaths. This paper presents the results of a field work carried out one month after the seismic event on the remains of the earthquake in the historical city center of Amatrice. It has been verified that the original structures of the buildings of this historical heritage center had been manipulated (expansion works, refurbishments, changes in use…) using new materials and systems, such as concrete and steel, generating anomalous mixed structural systems, that are not considered in the state of knowledge. The results of the study carried out demostrate the higher seismic vulnerability of these constructions.
2016年8月24日，意大利亚平宁山脉发生6.2 Mw级地震，主要影响Amatrice、Accumoli、Arquata del Tronto和Pescara del Troonto等村庄，造成近300人死亡。本文介绍了地震发生一个月后对历史悠久的阿马特里斯市中心地震遗迹进行的实地调查结果。已经证实，这个历史遗产中心的建筑的原始结构是使用新材料和系统（如混凝土和钢）操纵的（扩建工程、翻新、改变用途……），产生了不在知识范围内的异常混合结构系统。研究结果表明，这些建筑具有较高的地震易损性。
{"title":"La influencia de las alteraciones estructurales en los daños del terremoto de Amatrice, Italia (2016)","authors":"J. Salcedo, M. Fortea","doi":"10.3989/ic.71378","DOIUrl":"https://doi.org/10.3989/ic.71378","url":null,"abstract":"On August 24, 2016, in the Italian Apennines, an earthquake of magnitude 6.2 Mw occurred mainly affecting the villages of Amatrice, Accumoli, Arquata del Tronto and Pescara del Tronto, causing almost 300 deaths. This paper presents the results of a field work carried out one month after the seismic event on the remains of the earthquake in the historical city center of Amatrice. It has been verified that the original structures of the buildings of this historical heritage center had been manipulated (expansion works, refurbishments, changes in use…) using new materials and systems, such as concrete and steel, generating anomalous mixed structural systems, that are not considered in the state of knowledge. The results of the study carried out demostrate the higher seismic vulnerability of these constructions.","PeriodicalId":54981,"journal":{"name":"Informes De La Construccion","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2020-09-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45280412","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
This article describes and analyzes the way in which the engineer Domenico Parma developed the design process of the suspension bridge over the Chinchina River (Colombia), characterized by having a unique and vertical mast, shaped like a tuning fork, located at the midpoint of the board vehicular that it supports. Based on different alternatives previously studied by Parma, the final solution manages to reconcile aspects of a mechanical nature with the form of the structure.
{"title":"El puente Doménico Parma (Colombia): alternativas en el diseño de una estructura suspendida","authors":"C. Villate, Nicolás Parra, Jorge Galindo-Díaz","doi":"10.3989/ic.72226","DOIUrl":"https://doi.org/10.3989/ic.72226","url":null,"abstract":"This article describes and analyzes the way in which the engineer Domenico Parma developed the design process of the suspension bridge over the Chinchina River (Colombia), characterized by having a unique and vertical mast, shaped like a tuning fork, located at the midpoint of the board vehicular that it supports. Based on different alternatives previously studied by Parma, the final solution manages to reconcile aspects of a mechanical nature with the form of the structure.","PeriodicalId":54981,"journal":{"name":"Informes De La Construccion","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2020-09-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49084302","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
A big problem for the construction of buildings is the construction in height, what supposes a risk for the workers and a greater cost. The patented REVERSTOP system allows the construction at ground level and the subsequent lifting of each plant. The upper level is the first to be built on the ground floor. This level is raised through hydraulic jacks and a new level is built under it. The subsequent phases allow building the entire building, always from the ground level. In this article we analyze the structural aspects of the system. In the case analyzed, the structure of the building consists of aluminum profiles that form the resistant walls, the floors and the roof, with the same element. The calculations that support the effectiveness of the solution and the experimental results obtained in the tests carried out within a research project are provided.
{"title":"Construcción izada: Condicionantes estructurales del sistema REVERSTOP","authors":"J. Pérez-Valcárcel, Manuel Muñoz-Vidal, V. Hermo","doi":"10.3989/ic.72993","DOIUrl":"https://doi.org/10.3989/ic.72993","url":null,"abstract":"A big problem for the construction of buildings is the construction in height, what supposes a risk for the workers and a greater cost. The patented REVERSTOP system allows the construction at ground level and the subsequent lifting of each plant. The upper level is the first to be built on the ground floor. This level is raised through hydraulic jacks and a new level is built under it. The subsequent phases allow building the entire building, always from the ground level. In this article we analyze the structural aspects of the system. In the case analyzed, the structure of the building consists of aluminum profiles that form the resistant walls, the floors and the roof, with the same element. The calculations that support the effectiveness of the solution and the experimental results obtained in the tests carried out within a research project are provided.","PeriodicalId":54981,"journal":{"name":"Informes De La Construccion","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2020-09-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48176259","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
espanolLas ciudades modifican los parametros microclimaticos aumentando el calentamiento urbano; en virtud de ello, existen diversas estrategias que colaboran a disminuir este impacto en contextos aridos. El presente trabajo evalua el nivel de eficacia de dos estrategias factibles de ser incorporadas. Para ello, se disenaron 96 escenarios que combinan 2 alturas de edificacion (3 y 6m), 3 anchos de calle (16, 20 y 30m) y 4 orientaciones (E-O, N-S, NO-SE y NE-SO). Mediante el software ENVI-met se simulo el comportamiento termico de los escenarios propuestos, el modelo fue validado mediante el monitoreo microclimatico in situ. Las etapas de simulacion fueron: 1.morfologia, 2.forestacion, 3.albedo y 4.estrategias combinadas. Los hallazgos mas importantes indican que la incorporacion de las estrategias combinadas resulta ser la opcion mas eficaz ya que se potencian los beneficios individuales; alcanzando disminuciones de hasta un 12% en la temperatura maxima, 10% en la minima y 11% en la promedio. EnglishCities modify microclimatic parameters that increase urban warming. In regard to this, there are some strategies that contribute to the reduction of this impact in arid contexts. The present work evaluates the level of effectiveness of strategies that can be feasible incorporated. For this, 96 scenarios that combine 2 building heights (3 and 6m), 3 street widths (16, 20 and 30m) and 4 orientations (E-O, N-S, NO-SE and NE-SO) were designed. By using ENVI-met software, the thermal behavior of the proposed scenarios was simulated; the model was validated by in situ microclimatic monitoring. The simulation stages were: 1.morphology, 2.forestation, 3.albedo and 4.combined strategies. The most important findings indicate that the incorporation of combined strategies is the most effective option that maximizes the individual benefits; reaching decreases of up to 12% in the maximum temperature, 10% in the minimum and 11% in the average.
{"title":"Eficacia de estrategias de disminución del calentamiento urbano. Estudio para una ciudad de clima árido","authors":"M. Sosa, E. Correa, M. A. Cantón","doi":"10.3989/ic.66662","DOIUrl":"https://doi.org/10.3989/ic.66662","url":null,"abstract":"espanolLas ciudades modifican los parametros microclimaticos aumentando el calentamiento urbano; en virtud de ello, existen diversas estrategias que colaboran a disminuir este impacto en contextos aridos. El presente trabajo evalua el nivel de eficacia de dos estrategias factibles de ser incorporadas. Para ello, se disenaron 96 escenarios que combinan 2 alturas de edificacion (3 y 6m), 3 anchos de calle (16, 20 y 30m) y 4 orientaciones (E-O, N-S, NO-SE y NE-SO). Mediante el software ENVI-met se simulo el comportamiento termico de los escenarios propuestos, el modelo fue validado mediante el monitoreo microclimatico in situ. Las etapas de simulacion fueron: 1.morfologia, 2.forestacion, 3.albedo y 4.estrategias combinadas. Los hallazgos mas importantes indican que la incorporacion de las estrategias combinadas resulta ser la opcion mas eficaz ya que se potencian los beneficios individuales; alcanzando disminuciones de hasta un 12% en la temperatura maxima, 10% en la minima y 11% en la promedio. EnglishCities modify microclimatic parameters that increase urban warming. In regard to this, there are some strategies that contribute to the reduction of this impact in arid contexts. The present work evaluates the level of effectiveness of strategies that can be feasible incorporated. For this, 96 scenarios that combine 2 building heights (3 and 6m), 3 street widths (16, 20 and 30m) and 4 orientations (E-O, N-S, NO-SE and NE-SO) were designed. By using ENVI-met software, the thermal behavior of the proposed scenarios was simulated; the model was validated by in situ microclimatic monitoring. The simulation stages were: 1.morphology, 2.forestation, 3.albedo and 4.combined strategies. The most important findings indicate that the incorporation of combined strategies is the most effective option that maximizes the individual benefits; reaching decreases of up to 12% in the maximum temperature, 10% in the minimum and 11% in the average.","PeriodicalId":54981,"journal":{"name":"Informes De La Construccion","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2020-09-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48474891","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The development of astronomy as a science, construction systems and technology has led to an unplanned evolution of astronomical observatories such as buildings. These changes have been consolidated through a process of trial and error in which certain innovations were discarded while some new features were consolidated and other modifications replaced pre-existing solutions. As is logical, during this process there have also been some failed or partially erroneous projects. According to the constant evolution of the parameters that determine the needs and technical possibilities of the observatories, this paper classifies these astronomical centers, proposing 10 types in the development of astronomical observatories throughout history, and study the features that define them to establish a basic knowledge that will serve the designers of future projects.
{"title":"Estudio tipológico de los observatorios astronómicos","authors":"Miguel Ángel Castro-Tirado, A. J. Castro-Tirado","doi":"10.3989/ic.72890","DOIUrl":"https://doi.org/10.3989/ic.72890","url":null,"abstract":"The development of astronomy as a science, construction systems and technology has led to an unplanned evolution of astronomical observatories such as buildings. These changes have been consolidated through a process of trial and error in which certain innovations were discarded while some new features were consolidated and other modifications replaced pre-existing solutions. As is logical, during this process there have also been some failed or partially erroneous projects. According to the constant evolution of the parameters that determine the needs and technical possibilities of the observatories, this paper classifies these astronomical centers, proposing 10 types in the development of astronomical observatories throughout history, and study the features that define them to establish a basic knowledge that will serve the designers of future projects.","PeriodicalId":54981,"journal":{"name":"Informes De La Construccion","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2020-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46529078","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Cecilia López P., D. Ruíz, S. Jerez, S. Aguilar, J. F. Torres, Yezid A. Alvarado
Earth construction is present all over the world. Many of these constructions are in seismic regions and have a high seismic vulnerability. To reduce this vulnerability and prevent collapse this paper proposes an integrated strategy consisting in an external reinforcement with wooden elements in both directions and on both sides of the walls (rammed earth) and a rigid diaphragm by means of an upper concrete beam. This beam is proposed to be built with a smooth transition between the earth and the concrete to improve compatibility. The results of shake table tests on a 1:6 scaled model and its unreinforced counterpart show a significant improvement in the global behaviour of the construction (The results of the tests showed a reduction in the displacements up to 80% in the reinforced models), achieving the main objective of preventing collapse while the structure remains almost intact.
{"title":"Comportamiento sísmico de edificaciones de tapia pisada reforzadas con marcos de madera y viga de coronación en concreto","authors":"Cecilia López P., D. Ruíz, S. Jerez, S. Aguilar, J. F. Torres, Yezid A. Alvarado","doi":"10.3989/ic.70914","DOIUrl":"https://doi.org/10.3989/ic.70914","url":null,"abstract":"Earth construction is present all over the world. Many of these constructions are in seismic regions and have a high seismic vulnerability. To reduce this vulnerability and prevent collapse this paper proposes an integrated strategy consisting in an external reinforcement with wooden elements in both directions and on both sides of the walls (rammed earth) and a rigid diaphragm by means of an upper concrete beam. This beam is proposed to be built with a smooth transition between the earth and the concrete to improve compatibility. The results of shake table tests on a 1:6 scaled model and its unreinforced counterpart show a significant improvement in the global behaviour of the construction (The results of the tests showed a reduction in the displacements up to 80% in the reinforced models), achieving the main objective of preventing collapse while the structure remains almost intact.","PeriodicalId":54981,"journal":{"name":"Informes De La Construccion","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2020-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45759262","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
J. Echeverría, N. Rubio, I. Rodríguez, Jimmy Jönsson, Gabriele Vigne, J. Sánchez
espanolLa adicion de pisos(levantes) en edificios existentes de viviendas ha sido una practica habitual en Europa desde mediados del siglo XX. Los desarrollos urbanos en los ensanches, ocupados por bloques de viviendas en la segunda mitad del siglo XIX y en la primera del XX, encuentran en los levantes una oportunidad para cubrir los costes de renovacion y para limitar la dispersion urbana. Sin embargo, las obras para llevarlos a cabo enfrentan a promotores, disenadores y reguladores a muchos retos, constituyendo la seguridad de incendio (SCI) uno de los mas confusos. Los Codigos prescriptivos de SCI estan redactados para edificios nuevos y su uso en edificios existentes puede tener resultados impredecibles, llegando incluso a imposibilitar determinadas intervenciones. Este articulo analiza la problematica que la aplicacion de la regulacion prescriptiva espanola de SCI genera en los levantes, proponiendo soluciones basadas en prestaciones que no disminuyan el nivel de seguridad requerido. EnglishFloor additions in existing housing blocks have been an extended practice in Europe since the middle of the 20th century. The urban developments in the city expansions, occupied by housing blocks in the second half of the 19th century and the first half of the 20th, find in the additions an opportunity, both to cover the renovation costs and to limit urban sprawl. However, the works to carry them up, face developers, designers and code officials with many challenges, being fire safety (FS) one of the most confusing. Prescriptive Fire Safety Codes are intended for new buildings, and their use in existing ones may have unpredictable results, even making hopeless some interventions. This paper analyses the problematic that the application of the Spanish FS prescriptive regulation generates in floors additions, proposing performance-based solutions that do not diminish the required safety level.
{"title":"Retos de la seguridad en caso de incendio de levantes en edificios de vivienda existentes","authors":"J. Echeverría, N. Rubio, I. Rodríguez, Jimmy Jönsson, Gabriele Vigne, J. Sánchez","doi":"10.3989/ic.73265","DOIUrl":"https://doi.org/10.3989/ic.73265","url":null,"abstract":"espanolLa adicion de pisos(levantes) en edificios existentes de viviendas ha sido una practica habitual en Europa desde mediados del siglo XX. Los desarrollos urbanos en los ensanches, ocupados por bloques de viviendas en la segunda mitad del siglo XIX y en la primera del XX, encuentran en los levantes una oportunidad para cubrir los costes de renovacion y para limitar la dispersion urbana. Sin embargo, las obras para llevarlos a cabo enfrentan a promotores, disenadores y reguladores a muchos retos, constituyendo la seguridad de incendio (SCI) uno de los mas confusos. Los Codigos prescriptivos de SCI estan redactados para edificios nuevos y su uso en edificios existentes puede tener resultados impredecibles, llegando incluso a imposibilitar determinadas intervenciones. Este articulo analiza la problematica que la aplicacion de la regulacion prescriptiva espanola de SCI genera en los levantes, proponiendo soluciones basadas en prestaciones que no disminuyan el nivel de seguridad requerido. EnglishFloor additions in existing housing blocks have been an extended practice in Europe since the middle of the 20th century. The urban developments in the city expansions, occupied by housing blocks in the second half of the 19th century and the first half of the 20th, find in the additions an opportunity, both to cover the renovation costs and to limit urban sprawl. However, the works to carry them up, face developers, designers and code officials with many challenges, being fire safety (FS) one of the most confusing. Prescriptive Fire Safety Codes are intended for new buildings, and their use in existing ones may have unpredictable results, even making hopeless some interventions. This paper analyses the problematic that the application of the Spanish FS prescriptive regulation generates in floors additions, proposing performance-based solutions that do not diminish the required safety level.","PeriodicalId":54981,"journal":{"name":"Informes De La Construccion","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2020-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43951147","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The presence of Spanish builders in Peru during the sixteenth century began the use of innovative construction techniques in the Andes. It was soon observed that these techniques did not support frequent seismic phenomena of high magnitudes very common in these lands. The master builders studied Andean technology and adapted Spanish architecture to the seismic characteristics of the new territory in the face of the persistent damage caused by earthquakes in their buildings. The present work analyzes the constructive characteristics of the buildings built in the central Andes of Peru, as a result of a constructive miscegenation to improve the performance of their structures, from the architectural survey and the analysis of the tower built with adobe in the church of San Cristobal in Huanuco-Peru.
{"title":"Tecnología andina y española: Características constructivas de la torre de adobe de la iglesia virreinal San Cristóbal de Huánuco, Perú","authors":"Pedro Hurtado-Valdez","doi":"10.3989/ic.72150","DOIUrl":"https://doi.org/10.3989/ic.72150","url":null,"abstract":"The presence of Spanish builders in Peru during the sixteenth century began the use of innovative construction techniques in the \u0000Andes. It was soon observed that these techniques did not support frequent seismic phenomena of high magnitudes very common \u0000in these lands. The master builders studied Andean technology and adapted Spanish architecture to the seismic characteristics \u0000of the new territory in the face of the persistent damage caused by earthquakes in their buildings. The present work analyzes \u0000the constructive characteristics of the buildings built in the central Andes of Peru, as a result of a constructive miscegenation to \u0000improve the performance of their structures, from the architectural survey and the analysis of the tower built with adobe in the \u0000church of San Cristobal in Huanuco-Peru.","PeriodicalId":54981,"journal":{"name":"Informes De La Construccion","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2020-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41415660","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The construction of railway housing during the Francoism, first by RENFE and then by railway cooperatives, was very significant with the construction of almost twenty thousand houses within 1945 and 1975. To be built by a Francoism company or by its employees determine typology, materiality and construction, not only due to the imposition of the regime’s ideology but also to the rigid regulations and to the problems of supply and restriction of building materials. The large number of housing built allowed the generalization of obsolete building solutions and helped to consolidate the so-called “traditional construction” far away from all previous constructive innovation in a heritage still in use in which the constructive solutions employed hinder its sustainable adaptation to the new ways of living and the current normative demands.
{"title":"Las soluciones constructivas en la vivienda durante el franquismo: el caso de la vivienda ferroviaria","authors":"A. Martínez-Corral, D. Cuéllar","doi":"10.3989/ic.71047","DOIUrl":"https://doi.org/10.3989/ic.71047","url":null,"abstract":"The construction of railway housing during the Francoism, first by RENFE and then by railway cooperatives, was very significant with the construction of almost twenty thousand houses within 1945 and 1975. To be built by a Francoism company or by its employees determine typology, materiality and construction, not only due to the imposition of the regime’s ideology but also to the rigid regulations and to the problems of supply and restriction of building materials. The large number of housing built allowed the generalization of obsolete building solutions and helped to consolidate the so-called “traditional construction” far away from all previous constructive innovation in a heritage still in use in which the constructive solutions employed hinder its sustainable adaptation to the new ways of living and the current normative demands.","PeriodicalId":54981,"journal":{"name":"Informes De La Construccion","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2020-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43681665","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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