Repair of Beam End Joints Using Steel Rods and Wood Prosthesis in Heritage Buildings: Implantation in the Structure of the Zabala Palace in Ordizia (Basque Country, Spain)

This paper presents the methodology developed in the repair of three oak beam ends in a protected heritage building: the Zabala Palace in Ordizia (Basque Country, Spain). It describes the structural assessment, design, calculation and execution process, as well as the experimental tests carried out...

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Main Authors: Josu Benito-Ayúcar, Pablo González-Serna, Daniel Luengas-Carreño, Ekaitz Uribe-Rus
Format: Article
Language:English
Published: MDPI AG 2024-10-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/14/11/3363
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author Josu Benito-Ayúcar
Pablo González-Serna
Daniel Luengas-Carreño
Ekaitz Uribe-Rus
author_facet Josu Benito-Ayúcar
Pablo González-Serna
Daniel Luengas-Carreño
Ekaitz Uribe-Rus
author_sort Josu Benito-Ayúcar
collection DOAJ
description This paper presents the methodology developed in the repair of three oak beam ends in a protected heritage building: the Zabala Palace in Ordizia (Basque Country, Spain). It describes the structural assessment, design, calculation and execution process, as well as the experimental tests carried out in the laboratory to verify and validate the structural capacity of the repair method. The intervention consisted of cutting and removing the beam ends degraded by fungi and replacing them with wooden prostheses. These elements were connected to the beams by means of threaded steel rods and epoxy resin. Calculations based on standards and the literature were verified by laboratory tests where aspects such as the fluidity, filling and pull-out resistance of four commercial epoxy resins were tested. Once the epoxy resin was selected, three samples of the reinforcement design were also flexure tested. The results of the different tests show capacities much higher than those resulting from the application of the calculation procedures in the current bibliography and standards. The implemented solution allowed the conservation of most of the original patrimonial timber, following the criteria of minimum intervention.
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institution Kabale University
issn 2075-5309
language English
publishDate 2024-10-01
publisher MDPI AG
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series Buildings
spelling doaj-art-ca225a639c5d408d9b0ad7b4a463bf522024-11-26T17:55:23ZengMDPI AGBuildings2075-53092024-10-011411336310.3390/buildings14113363Repair of Beam End Joints Using Steel Rods and Wood Prosthesis in Heritage Buildings: Implantation in the Structure of the Zabala Palace in Ordizia (Basque Country, Spain)Josu Benito-Ayúcar0Pablo González-Serna1Daniel Luengas-Carreño2Ekaitz Uribe-Rus3Construction Materials—Lab Services, TECNALIA, Basque Research and Technology Alliance (BRTA), Polígono Lasao—Área Anardi, 5, 20730 Azpeitia, SpainConstruction Materials—Lab Services, TECNALIA, Basque Research and Technology Alliance (BRTA), Polígono Lasao—Área Anardi, 5, 20730 Azpeitia, SpainDepartment of Architecture, University of the Basque Country UPV/EHU, Plaza Oñati 2, 20018 Donostia-San Sebastian, SpainOreka Arkitektura, Mundaitz Kalea 8, 20012 Donostia, SpainThis paper presents the methodology developed in the repair of three oak beam ends in a protected heritage building: the Zabala Palace in Ordizia (Basque Country, Spain). It describes the structural assessment, design, calculation and execution process, as well as the experimental tests carried out in the laboratory to verify and validate the structural capacity of the repair method. The intervention consisted of cutting and removing the beam ends degraded by fungi and replacing them with wooden prostheses. These elements were connected to the beams by means of threaded steel rods and epoxy resin. Calculations based on standards and the literature were verified by laboratory tests where aspects such as the fluidity, filling and pull-out resistance of four commercial epoxy resins were tested. Once the epoxy resin was selected, three samples of the reinforcement design were also flexure tested. The results of the different tests show capacities much higher than those resulting from the application of the calculation procedures in the current bibliography and standards. The implemented solution allowed the conservation of most of the original patrimonial timber, following the criteria of minimum intervention.https://www.mdpi.com/2075-5309/14/11/3363timber structuresrepairwood prosthesisepoxy resinsteel rodsarchitectural heritage
spellingShingle Josu Benito-Ayúcar
Pablo González-Serna
Daniel Luengas-Carreño
Ekaitz Uribe-Rus
Repair of Beam End Joints Using Steel Rods and Wood Prosthesis in Heritage Buildings: Implantation in the Structure of the Zabala Palace in Ordizia (Basque Country, Spain)
Buildings
timber structures
repair
wood prosthesis
epoxy resin
steel rods
architectural heritage
title Repair of Beam End Joints Using Steel Rods and Wood Prosthesis in Heritage Buildings: Implantation in the Structure of the Zabala Palace in Ordizia (Basque Country, Spain)
title_full Repair of Beam End Joints Using Steel Rods and Wood Prosthesis in Heritage Buildings: Implantation in the Structure of the Zabala Palace in Ordizia (Basque Country, Spain)
title_fullStr Repair of Beam End Joints Using Steel Rods and Wood Prosthesis in Heritage Buildings: Implantation in the Structure of the Zabala Palace in Ordizia (Basque Country, Spain)
title_full_unstemmed Repair of Beam End Joints Using Steel Rods and Wood Prosthesis in Heritage Buildings: Implantation in the Structure of the Zabala Palace in Ordizia (Basque Country, Spain)
title_short Repair of Beam End Joints Using Steel Rods and Wood Prosthesis in Heritage Buildings: Implantation in the Structure of the Zabala Palace in Ordizia (Basque Country, Spain)
title_sort repair of beam end joints using steel rods and wood prosthesis in heritage buildings implantation in the structure of the zabala palace in ordizia basque country spain
topic timber structures
repair
wood prosthesis
epoxy resin
steel rods
architectural heritage
url https://www.mdpi.com/2075-5309/14/11/3363
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