Adhesives for on-site rehabilitation of Timber Structures

Bibliographic Details
Main Author: Cruz, H.
Publication Date: 2010
Other Authors: Custódio, J.
Format: Article
Language: eng
Source: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Download full: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1000331
Summary: The use of adhesives to produce assembled structural joints in the building industry is increasing, particularly in the context of on-site rehabilitation of timber structures. On their own or together with steel or fibre reinforced polymer composite connecting materials, adhesives can provide low intrusive, fast, versatile and effective on-site repair or reinforcement interventions to timber structures. Most common applications involve sealing and repair of cracks, drying fissures and delamination of glued laminated members; replacement of decayed beam ends; strengthening of timber members; and repair and strengthening of mechanical timber joints. The performance of bonded joints highly depends on their design and detailing, surfaces preparation, selection and application of adhesives, and full compliance with their cure schedule. Therefore, the work should be carried out by well-informed, trained and certified operators following a Quality Assurance Program to ensure satisfactory end-product strength and durability. Despite some recent developments, the exploitation of the full potential for on-site bonded joints is mainly restrained at present by the lack of structural design guidance, standards for durability assessment and onsite acceptance testing. This article discusses briefly the use of adhesives on the construction site in the context of structural repair and reinforcement; the requirements and practical difficulties in the work on site with regards to the strength and durability of the rehabilitated timber structure; and the consequent need for quality control. It also highlights the characteristics and requirements that must be fulfilled by structural adhesives and reinforcing materials; factors affecting performance and durability of bonded joints; and ways to improve adhesion and durability. Finally, it points out some research needs and future developments identified by the authors. © Koninklijke Brill NV, Leiden, 2010
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spelling Adhesives for on-site rehabilitation of Timber StructuresTimber structuresRehabilitationOn-site polymerized adhesivesLimitationsRequirementsPerformanceDurabilityQuality controlThe use of adhesives to produce assembled structural joints in the building industry is increasing, particularly in the context of on-site rehabilitation of timber structures. On their own or together with steel or fibre reinforced polymer composite connecting materials, adhesives can provide low intrusive, fast, versatile and effective on-site repair or reinforcement interventions to timber structures. Most common applications involve sealing and repair of cracks, drying fissures and delamination of glued laminated members; replacement of decayed beam ends; strengthening of timber members; and repair and strengthening of mechanical timber joints. The performance of bonded joints highly depends on their design and detailing, surfaces preparation, selection and application of adhesives, and full compliance with their cure schedule. Therefore, the work should be carried out by well-informed, trained and certified operators following a Quality Assurance Program to ensure satisfactory end-product strength and durability. Despite some recent developments, the exploitation of the full potential for on-site bonded joints is mainly restrained at present by the lack of structural design guidance, standards for durability assessment and onsite acceptance testing. This article discusses briefly the use of adhesives on the construction site in the context of structural repair and reinforcement; the requirements and practical difficulties in the work on site with regards to the strength and durability of the rehabilitated timber structure; and the consequent need for quality control. It also highlights the characteristics and requirements that must be fulfilled by structural adhesives and reinforcing materials; factors affecting performance and durability of bonded joints; and ways to improve adhesion and durability. Finally, it points out some research needs and future developments identified by the authors. © Koninklijke Brill NV, Leiden, 20102010-07-02T08:19:55Z2014-10-09T14:55:12Z2017-04-13T11:07:00Z2010-01-01T00:00:00Z2010info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://repositorio.lnec.pt:8080/jspui/handle/123456789/1000331engCruz, H.Custódio, J.info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2024-01-13T03:05:15Zoai:localhost:123456789/1000331Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T01:39:41.008790Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Adhesives for on-site rehabilitation of Timber Structures
title Adhesives for on-site rehabilitation of Timber Structures
spellingShingle Adhesives for on-site rehabilitation of Timber Structures
Cruz, H.
Timber structures
Rehabilitation
On-site polymerized adhesives
Limitations
Requirements
Performance
Durability
Quality control
title_short Adhesives for on-site rehabilitation of Timber Structures
title_full Adhesives for on-site rehabilitation of Timber Structures
title_fullStr Adhesives for on-site rehabilitation of Timber Structures
title_full_unstemmed Adhesives for on-site rehabilitation of Timber Structures
title_sort Adhesives for on-site rehabilitation of Timber Structures
author Cruz, H.
author_facet Cruz, H.
Custódio, J.
author_role author
author2 Custódio, J.
author2_role author
dc.contributor.author.fl_str_mv Cruz, H.
Custódio, J.
dc.subject.por.fl_str_mv Timber structures
Rehabilitation
On-site polymerized adhesives
Limitations
Requirements
Performance
Durability
Quality control
topic Timber structures
Rehabilitation
On-site polymerized adhesives
Limitations
Requirements
Performance
Durability
Quality control
description The use of adhesives to produce assembled structural joints in the building industry is increasing, particularly in the context of on-site rehabilitation of timber structures. On their own or together with steel or fibre reinforced polymer composite connecting materials, adhesives can provide low intrusive, fast, versatile and effective on-site repair or reinforcement interventions to timber structures. Most common applications involve sealing and repair of cracks, drying fissures and delamination of glued laminated members; replacement of decayed beam ends; strengthening of timber members; and repair and strengthening of mechanical timber joints. The performance of bonded joints highly depends on their design and detailing, surfaces preparation, selection and application of adhesives, and full compliance with their cure schedule. Therefore, the work should be carried out by well-informed, trained and certified operators following a Quality Assurance Program to ensure satisfactory end-product strength and durability. Despite some recent developments, the exploitation of the full potential for on-site bonded joints is mainly restrained at present by the lack of structural design guidance, standards for durability assessment and onsite acceptance testing. This article discusses briefly the use of adhesives on the construction site in the context of structural repair and reinforcement; the requirements and practical difficulties in the work on site with regards to the strength and durability of the rehabilitated timber structure; and the consequent need for quality control. It also highlights the characteristics and requirements that must be fulfilled by structural adhesives and reinforcing materials; factors affecting performance and durability of bonded joints; and ways to improve adhesion and durability. Finally, it points out some research needs and future developments identified by the authors. © Koninklijke Brill NV, Leiden, 2010
publishDate 2010
dc.date.none.fl_str_mv 2010-07-02T08:19:55Z
2010-01-01T00:00:00Z
2010
2014-10-09T14:55:12Z
2017-04-13T11:07:00Z
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