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Protection of concretes against chemically aggressive environments

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Summary:It is now accepted that the durability of reinforced concrete depends mainly on the composition and properties of the concrete surface layer. This layer, sometimes with a thickness close to the cover of the reinforcement, is most of the times the only responsible for the corrosion protection of the reinforcement. Surface treatments act as a barrier between the environment and the concrete. They prevent or retard the entry of harmful substances such as water, chlorides, etc.. A lot of research is made on water repellent treatment of building materials, as well as on the effect of these agents on barrier properties. Four international conferences were dedicated to the subject, of which the first took place in Delft in 1995, followed by Zürich (1998), Hannover (2001) and Stockholm (2005). Barrier properties are discussed and surface coatings with appropriate “barrier” characteristics can cut off the transportation path into concrete. The European standard EN 1504-2, establishes as a minimum requirement for the coated concrete ingress that the capillary absorption and the water permeability coefficient should not exceed 0.1 kgm-2h-0.5 and the CO2 permeability should at least correspond to a sD (thickness of air layer with equivalent diffusion) value of 50 m. With a wide range of hydrophobic agents and coatings available in the market, it becomes extremely difficult to choose the right type of these products, since similar generic types are known to possess considerably different diffusion characteristics. The performance of the available generic types under different service conditions needs to be studied. There is also a need to develop performance criteria for evaluation of concrete coatings and guidelines for the selection of appropriate products for various exposure conditions.
Main Authors:Aguiar, J. L. Barroso de
Other Authors:Camões, Aires; Moreira, Pedro M.
Subject:Silicone hydrophobic agent Acrylic coating Epoxy coating Protected concrete Chemical attack
Year:2008
Country:Portugal
Document type:book part
Access type:open access
Associated institution:Universidade do Minho
Language:English
Origin:RepositóriUM - Universidade do Minho
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author Aguiar, J. L. Barroso de
author2 Camões, Aires
Moreira, Pedro M.
author2_role author
author
author_facet Aguiar, J. L. Barroso de
Camões, Aires
Moreira, Pedro M.
author_role author
contributor_name_str_mv RepositóriUM - Universidade do Minho
country_str PT
creators_json_txt [{\"Person.name\":\"Aguiar, J. L. Barroso de\"},{\"Person.name\":\"Camões, Aires\"},{\"Person.name\":\"Moreira, Pedro M.\"}]
datacite.contributors.contributor.contributorName.fl_str_mv RepositóriUM - Universidade do Minho
datacite.creators.creator.creatorName.fl_str_mv Aguiar, J. L. Barroso de
Camões, Aires
Moreira, Pedro M.
datacite.date.Accepted.fl_str_mv 2008-01-01T00:00:00Z
datacite.date.available.fl_str_mv 2011-07-18T16:02:39Z
datacite.date.embargoed.fl_str_mv 2011-07-18T16:02:39Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_abf2
datacite.subjects.subject.fl_str_mv Silicone hydrophobic agent
Acrylic coating
Epoxy coating
Protected concrete
Chemical attack
datacite.titles.title.fl_str_mv Protection of concretes against chemically aggressive environments
dc.contributor.none.fl_str_mv RepositóriUM - Universidade do Minho
dc.creator.none.fl_str_mv Aguiar, J. L. Barroso de
Camões, Aires
Moreira, Pedro M.
dc.date.Accepted.fl_str_mv 2008-01-01T00:00:00Z
dc.date.available.fl_str_mv 2011-07-18T16:02:39Z
dc.date.embargoed.fl_str_mv 2011-07-18T16:02:39Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv https://hdl.handle.net/1822/12864
dc.language.none.fl_str_mv eng
dc.publisher.none.fl_str_mv The Silesian University of Technology
dc.rights.none.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.subject.none.fl_str_mv Silicone hydrophobic agent
Acrylic coating
Epoxy coating
Protected concrete
Chemical attack
dc.title.fl_str_mv Protection of concretes against chemically aggressive environments
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_3248
description It is now accepted that the durability of reinforced concrete depends mainly on the composition and properties of the concrete surface layer. This layer, sometimes with a thickness close to the cover of the reinforcement, is most of the times the only responsible for the corrosion protection of the reinforcement. Surface treatments act as a barrier between the environment and the concrete. They prevent or retard the entry of harmful substances such as water, chlorides, etc.. A lot of research is made on water repellent treatment of building materials, as well as on the effect of these agents on barrier properties. Four international conferences were dedicated to the subject, of which the first took place in Delft in 1995, followed by Zürich (1998), Hannover (2001) and Stockholm (2005). Barrier properties are discussed and surface coatings with appropriate “barrier” characteristics can cut off the transportation path into concrete. The European standard EN 1504-2, establishes as a minimum requirement for the coated concrete ingress that the capillary absorption and the water permeability coefficient should not exceed 0.1 kgm-2h-0.5 and the CO2 permeability should at least correspond to a sD (thickness of air layer with equivalent diffusion) value of 50 m. With a wide range of hydrophobic agents and coatings available in the market, it becomes extremely difficult to choose the right type of these products, since similar generic types are known to possess considerably different diffusion characteristics. The performance of the available generic types under different service conditions needs to be studied. There is also a need to develop performance criteria for evaluation of concrete coatings and guidelines for the selection of appropriate products for various exposure conditions.
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fulltext.url.fl_str_mv https://repositorium.uminho.pt/bitstreams/41d1514d-334f-449d-8861-939838371a35/download
id rum_afdcd003c44fb5e969419d91a2dad00a
identifier.url.fl_str_mv https://hdl.handle.net/1822/12864
instacron_str repositorium
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instname_str Universidade do Minho
language eng
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network_name_str RepositóriUM - Universidade do Minho
oai_identifier_str oai:repositorium.uminho.pt:1822/12864
organization_str_mv urn:organizationAcronym:repositorium
person_str_mv Aguiar, J. L. Barroso de
Camões, Aires
Moreira, Pedro M.
publishDate 2008
publisher.none.fl_str_mv The Silesian University of Technology
reponame_str RepositóriUM - Universidade do Minho
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spelling engThe Silesian University of TechnologyporIt is now accepted that the durability of reinforced concrete depends mainly on the composition and properties of the concrete surface layer. This layer, sometimes with a thickness close to the cover of the reinforcement, is most of the times the only responsible for the corrosion protection of the reinforcement. Surface treatments act as a barrier between the environment and the concrete. They prevent or retard the entry of harmful substances such as water, chlorides, etc.. A lot of research is made on water repellent treatment of building materials, as well as on the effect of these agents on barrier properties. Four international conferences were dedicated to the subject, of which the first took place in Delft in 1995, followed by Zürich (1998), Hannover (2001) and Stockholm (2005). Barrier properties are discussed and surface coatings with appropriate “barrier” characteristics can cut off the transportation path into concrete. The European standard EN 1504-2, establishes as a minimum requirement for the coated concrete ingress that the capillary absorption and the water permeability coefficient should not exceed 0.1 kgm-2h-0.5 and the CO2 permeability should at least correspond to a sD (thickness of air layer with equivalent diffusion) value of 50 m. With a wide range of hydrophobic agents and coatings available in the market, it becomes extremely difficult to choose the right type of these products, since similar generic types are known to possess considerably different diffusion characteristics. The performance of the available generic types under different service conditions needs to be studied. There is also a need to develop performance criteria for evaluation of concrete coatings and guidelines for the selection of appropriate products for various exposure conditions.application/pdfporProtection of concretes against chemically aggressive environmentsAguiar, J. L. Barroso deCamões, AiresMoreira, Pedro M.HostingInstitutionOrganizationalRepositóriUM - Universidade do Minhoe-mailmailto:repositorium@usdb.uminho.ptrepositorium@usdb.uminho.ptISBNIsPartOf978-83-919909-2-62011-07-18T16:02:39Z20082008-01-01T00:00:00ZHandlehttps://hdl.handle.net/1822/12864http://purl.org/coar/access_right/c_abf2open accessSilicone hydrophobic agentAcrylic coatingEpoxy coatingProtected concreteChemical attack2828139 bytesliteraturehttp://purl.org/coar/resource_type/c_3248book parthttp://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://repositorium.uminho.pt/bitstreams/41d1514d-334f-449d-8861-939838371a35/download
spellingShingle Protection of concretes against chemically aggressive environments
Aguiar, J. L. Barroso de
Silicone hydrophobic agent
Acrylic coating
Epoxy coating
Protected concrete
Chemical attack
status SINGLETON
subject.fl_str_mv Silicone hydrophobic agent
Acrylic coating
Epoxy coating
Protected concrete
Chemical attack
title Protection of concretes against chemically aggressive environments
title_full Protection of concretes against chemically aggressive environments
title_fullStr Protection of concretes against chemically aggressive environments
title_full_unstemmed Protection of concretes against chemically aggressive environments
title_short Protection of concretes against chemically aggressive environments
title_sort Protection of concretes against chemically aggressive environments
topic Silicone hydrophobic agent
Acrylic coating
Epoxy coating
Protected concrete
Chemical attack
topic_facet Silicone hydrophobic agent
Acrylic coating
Epoxy coating
Protected concrete
Chemical attack
url https://hdl.handle.net/1822/12864
visible 1