SIST EN 13581:2002
(Main)Products and systems for the protection and repair of concrete structures - Test method - Determination of loss of mass of hydrophobic impregnated concrete after freeze-thaw salt stress
Products and systems for the protection and repair of concrete structures - Test method - Determination of loss of mass of hydrophobic impregnated concrete after freeze-thaw salt stress
This European Standard is one of a series dealing with products and systems for the protection and repair of concrete structures. It specifies a method for determining the loss of mass after freeze-thaw salt stress in sodium chloride solution. It can be used to test the resistance of hydrophobic impregnated concrete as well as the untreated concrete. There are two types of concrete deterioration when a freeze-thaw attack occurs: surface scaling and internal damage.
Produkte und Systeme für den Schutz und die Instandsetzung von Betontragwerken - Prüfverfahren - Bestimmung des Masseverlustes von hydrophobiertem Beton nach der Beanspruchung durch Frost-Tausalz-Wechsel
Diese Europäische Norm ist Teil einer Reihe von Normen über Produkte und Systeme für den Schutz und die Instandsetzung von Betontragwerken. Sie enthält Festlegungen für ein Verfahren zur Bestimmung des Massever-lustes nach Beanspruchung durch Frost-Tausalz-Wechsel in einer Natriumchloridlösung. Das Verfahren ist geeignet für die Prüfung der Beständigkeit von hydrophobiertem sowie unbehandeltem Beton. Bei einem Frost-Tausalz-Angriff sind zwei Arten von Betonschädigungen möglich: oberflächiges Abwittern und innere Schädigun-gen.
Produits et systemes pour la protection et la réparation des structures en béton - Méthode d'essai - Détermination de la perte de masse apres la méthode d'essai de gel-dégel d'un béton hydrofuge
La présente Norme européenne fait partie d'une série traitant des produits et des systemes destinés a la protection et a la réparation des structures en béton. Elle spécifie une méthode destinée a déterminer la perte de masse apres l'épreuve de gel-dégel dans une solution de chlorure de sodium. Elle peut etre utilisée pour contrôler la résistance d'un béton imprégné d'hydrofuge ainsi que d'un béton non traité. Il existe deux types de détérioration du béton lorsqu'une attaque de gel-dégel se produit : écaillage de la surface et dégâts internes.
Proizvodi in sistemi za zaščito in popravilo betonskih konstrukcij - Preskusne metode - Določevanje izgube mase hidrofobno impregniranega betona pri zmrzovanju/tajanju v prisotnosti soli
General Information
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Produkte und Systeme für den Schutz und die Instandsetzung von Betontragwerken - Prüfverfahren - Bestimmung des Masseverlustes von hydrophobiertem Beton nach der Beanspruchung durch Frost-Tausalz-WechselProduits et systemes pour la protection et la réparation des structures en béton - Méthode d'essai - Détermination de la perte de masse apres la méthode d'essai de gel-dégel d'un béton hydrofugeProducts and systems for the protection and repair of concrete structures - Test method - Determination of loss of mass of hydrophobic impregnated concrete after freeze-thaw salt stress91.100.30Beton in betonski izdelkiConcrete and concrete products91.080.40Betonske konstrukcijeConcrete structuresICS:Ta slovenski standard je istoveten z:EN 13581:2002SIST EN 13581:2002en01-november-2002SIST EN 13581:2002SLOVENSKI
STANDARD
SIST EN 13581:2002
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 13581August 2002ICS 91.080.40; 91.100.30English versionProducts and systems for the protection and repair of concretestructures - Test method - Determination of loss of mass ofhydrophobic impregnated concrete after freeze-thaw salt stressProduits et systèmes pour la protection et la réparation desstructures en béton - Méthode d'essai - Détermination de laperte de masse après la méthode d'essai de gel-dégel d'unbéton hydrofugeProdukte und Systeme für den Schutz und dieInstandsetzung von Betontragwerken - Prüfverfahren -Bestimmung des Masseverlustes von hydrophobiertemBeton nach der Beanspruchung durch Frost-Tausalz-WechselThis European Standard was approved by CEN on 23 December 2001.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Management Centre or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Management Centre has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece,Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2002 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 13581:2002 ESIST EN 13581:2002
EN 13581:2002 (E)2ContentsPageForeword.31Scope.42Normative references.43Symbols.44Principle.55Apparatus.56Preparation of test samples.57Treatment.68Test procedure.69Expression of results.810Test Report.9Annex A (normative)
Graphic change of mass above cycles.10Annex B (informative).11SIST EN 13581:2002
EN 13581:2002 (E)3ForewordThis document (EN 13581:2002) has been prepared by Technical Committee CEN/TC 104 "Concrete and relatedproducts", the secretariat of which is held by DIN.It has been elaborated by Subcommittee SC 8 “Products and systems for the protection and repair of concretestructures”, the secretariat of which is held by AFNOR.This European Standard shall be given the status of a national standard, either by publication of an identical text orby endorsement, at the latest by February 2003, and conflicting national standards shall be withdrawn at the latestby February 2003.The annex A is normative and the annex B is informative.According to the CEN/CENELEC Internal Regulations, the national standards organizations of the followingcountries are bound to implement this European Standard: Austria, Belgium, Czech Republic, Denmark, Finland,France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain,Sweden, Switzerland and the United Kingdom.SIST EN 13581:2002
EN 13581:2002 (E)41 ScopeThis European Standard is one of a series dealing with products and systems for the protection and repair ofconcrete structures. It specifies a method for determining the loss of mass after freeze-thaw salt stress in sodiumchloride solution. It can be used to test the resistance of hydrophobic impregnated concrete as well as theuntreated concrete. There are two types of concrete deterioration when a freeze-thaw attack occurs: surfacescaling and internal damage.2 Normative referencesThis European Standard incorporates by dated or undated reference, provisions from other publications. Thesenormative references are cited at the appropriate places in the text and the publications are listed hereafter. Fordated references, subsequent amendments to or revisions of any of these publications apply to this EuropeanStandard only when incorporated in it by amendment or revision. For undated references the latest edition of thepublication referred to applies (including amendments).EN 1766, Products and systems for the protection and repair of concrete structures - Test methods - Referenceconcrete for testing.3 SymbolsSymbolExplanationUnitCDifference between the reached number of cycles of untreated and treated testcubes-CConsumption of impregnant during treatmentg/m2CabsQuantity of fluid absorbed of one test cube during immersion in 3 % NaCl-solution%Cabs, mQuantity of fluid absorbed of four test cubes during immersion in 3 %NaCl-solution; Mean value of treated an untreated test cubes%CmMean consumption of impregnant during treatmentg/m2CnConsumption of impregnant for each face of the cube during treatmentg/m2CuReached number of cycles of untreated test cubes-CtReached number of cycles of treated test cubes-nIndicating the number of cycles carried out-DWnChange of mass after the n cycle%WnMass of a test cube after n cyclesgW0Mass of a test cube before immersion for 24 h in 3 % NaCl solutiongWt1Mass of test cube immediately prior to treatmentgWt2Mass of test cube immediately after treatmentgWeMass of a test cube after immersion for 24 h in 3 % NaCl solutiongSIST EN 13581:2002
EN 13581:2002 (E)54 PrincipleThe principle of the test method described in this standard is to compare the loss of mass and visible defects oftreated and untreated test cubes from the same batch of concrete. The difference between the reached cycles oftreated and untreated test cubes characterizes the effectiveness of a hydrophobic impregnant.5 Apparatus5.1Eight moulds for concrete cubes (100 mm x 100 mm x 100 mm).5.2Laboratory or chamber maintained at constant temperature (21 ± 2) °C and relative humidity of (60 ± 10) %.5.3Four brass or stainless steel watertight containers with a width of (120 ± 10) mm, a length of (260 ± 10) mmand a height of (150 ± 10) mm. The sheet metal shall be approximately 1 mm thick. The containers are closed withlids which shall be designed so that they cannot be lifted off when the chamber is flooded. The lid of one containershall have an opening for placing a thermocouple to measure the temperature in the centre of one test cube.5.4Thermocouples, or an equivalent temperature measuring device with which the temperature shall bemeasured to an accuracy of 0,5 °C. A continuous recording device shall be used measuring and recording thetemperature at least every 10 min over a period of 24 h.5.5An automatically-controlled freezing chamber with a flooding device. The performance of the freezingchamber shall be designed so that it is possible to maintain the temperature cycle referred to Figure 1 for each ofthe test cubes placed in it.5.6Brush, with short (about 20 mm), soft bristles for brushing off scaled material.5.7Spray bottle, containing tap water for washing off scaled material.5.8Drying cabinet, for a temperature of at least 110 °C.5.9Balance, wi
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