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    Por favor, use este identificador para citar o enlazar este ítem:http://uvadoc.uva.es/handle/10324/40232

    Título
    Comportamiento mecánico de los ladrillos de inmuebles de finales del siglo XIX y principios del siglo XX de Zamora (España), información precisa para la restauración
    Otros títulos
    Experimental Study of the Mechanical Behaviour of Bricks from 19th and 20th Century Buildings in the Province of Zamora (Spain)
    Autor
    Ramos Gavilán, Ana Belén
    Rodríguez Esteban, María Ascensión
    Antón Iglesias, Natividad
    Sáez Pérez, María Paz
    Camino Olea, María SoledadAutoridad UVA Orcid
    Caballero, Julen
    Congreso
    REHABEND 2018: Construction Pathology, Rehabilitation Technology and Heritage Management (7th REHABEND Congress)
    Año del Documento
    2018
    Editorial
    Universidad de Cantabria
    Descripción
    Producción Científica
    Documento Fuente
    REHABEND 2018: Construction Pathology, Rehabilitation Technology and Heritage Management. 7th REHABEND Congress. Caceres (Spain), May 15th-18th, 2018
    Résumé
    Interventions historic brick buildings require an exhaustive analysis of the current characteristics of the bricks, in order to establish the role that these elements maintain in the buildings. This study presents the result of an experimental analysis for the compressive strength of brick specimens extracted from different buildings built in the 19th and 20th centuries in the province of Zamora (Spain). specimens with very different characteristics are analysed, allowing comparisons between brickworks and manufacturing processes. The obtained resistance values are related to the result of a macroscopic and microscopic analysis of the material, which classifies the pieces into four groups, and to the results of the study of the density, absorption and open porosity of the samples. The compressive strength results show high variation between brick specimens and in-between the samples extracted from the same brick. A correlation between the of resistance and open porosity values, with less dispersion in the case of high sintering level is observed. Finally, the compliance with the current rules respect to their carrying capacity is checked.
     
    Interventions historic brick buildings require an exhaustive analysis of the current characteristics of the bricks, in order to establish the role that these elements maintain in the buildings. This study presents the result of an experimental analysis for the compressive strength of brick specimens extracted from different buildings built in the 19th and 20th centuries in the province of Zamora (Spain). specimens with very different characteristics are analysed, allowing comparisons between brickworks and manufacturing processes. The obtained resistance values are related to the result of a macroscopic and microscopic analysis of the material, which classifies the pieces into four groups, and to the results of the study of the density, absorption and open porosity of the samples. The compressive strength results show high variation between brick specimens and in-between the samples extracted from the same brick. A correlation between the of resistance and open porosity values, with less dispersion in the case of high sintering level is observed. Finally, the compliance with the current rules respect to their carrying capacity is checked.
    Palabras Clave
    Edificios de ladrillo - S. XIX - XX
    Restauración y rehabilitación
    Gestión integral del patrimonio
    ISBN
    978-84-697-7033-7
    Version del Editor
    https://www.rehabend.unican.es/
    Idioma
    spa
    URI
    http://uvadoc.uva.es/handle/10324/40232
    Tipo de versión
    info:eu-repo/semantics/publishedVersion
    Derechos
    openAccess
    Aparece en las colecciones
    • DEP43 - Comunicaciones a congresos, conferencias, etc. [20]
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    Fichier(s) constituant ce document
    Nombre:
    REHABEND-2018-Comportamiento-ladrillos.pdf
    Tamaño:
    3.173Mo
    Formato:
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    Attribution-NonCommercial-NoDerivatives 4.0 InternacionalExcepté là où spécifié autrement, la license de ce document est décrite en tant que Attribution-NonCommercial-NoDerivatives 4.0 Internacional

    Universidad de Valladolid

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