SIST EN 12618-1:2003
(Main)Products and systems for the protection and repair of concrete structures - Test methods - Part 1: Adhesion and elongation capacity of injection products with limited ductility
Products and systems for the protection and repair of concrete structures - Test methods - Part 1: Adhesion and elongation capacity of injection products with limited ductility
This part of this European Standard describes the reference procedure for determining the adhesive bond capacity and elongation capacity of injection products, intended for ductile filling of cracks and cavities.
Produkte und Systeme für den Schutz und die Instandsetzung von Betontragwerken - Prüfverfahren - Teil 1: Haftung und Dehnung flexibler Füllgüter für Risse
Der vorliegende Teil dieser Europäischen Norm beschreibt ein Referenzverfahren zur Bestimmung der Haft-zugfestigkeit und der Bruchdehnung von Rissfüllstoffen, die für das dehnfähige Füllen von Rissen und Hohl-räumen vorgesehen sind.
Produits et systemes pour la protection et la réparation des structures en béton - Méthodes d'essai - Partie 1: Capacité d'adhérence et d'allongement des produits d'injection a ductilité limitée
La présente partie de cette Norme européenne décrit le mode opératoire de référence pour la détermination de la capacité d'adhérence et d'allongement des produits d'injection pour le remplissage déformable des fissures et cavités.
Proizvodi in sistemi za zaščito in popravilo betonskih konstrukcij - Preskusne metode – 1. del: Sprijemna in razteznostna sposobnost proizvodov za injektiranje z omejeno duktilnostjo
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 - Teil 1: Haftung und Dehnung flexibler Füllgüter für RisseProduits et systemes pour la protection et la réparation des structures en béton - Méthodes d'essai - Partie 1: Capacité d'adhérence et d'allongement des produits d'injection a ductilité limitéeProducts and systems for the protection and repair of concrete structures - Test methods - Part 1: Adhesion and elongation capacity of injection products with limited ductility91.080.40Betonske konstrukcijeConcrete structuresICS:Ta slovenski standard je istoveten z:EN 12618-1:2003SIST EN 12618-1:2003en01-december-2003SIST EN 12618-1:2003SLOVENSKI
STANDARD
SIST EN 12618-1:2003
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 12618-1July 2003ICS 91.080.40English versionProducts and systems for the protection and repair of concretestructures - Test methods - Part 1: Adhesion and elongationcapacity of injection products with limited ductilityProduits et systèmes pour la protection et la réparation desstructures en béton - Méthodes d'essai - Partie 1: Capacitéd'adhérence et d'allongement des produits d'injection àductilité limitéeProdukte und Systeme für den Schutz und dieInstandsetzung von Betontragwerken - Prüfverfahren - Teil1: Haftung und Dehnung flexibler Füllgüter für RisseThis European Standard was approved by CEN on 7 May 2003.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,Hungary, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Slovakia, Spain, Sweden, Switzerland and UnitedKingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2003 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 12618-1:2003 ESIST EN 12618-1:2003
EN 12618-1:2003 (E)2ContentsPageForeword.31Scope.42Normative references.43Terms and definitions.44Test method.44.1Principles.44.2Equipment.44.2.1Tensile test machine.44.2.2Formwork.54.2.3X - Y recorder.54.2.4Displacement transducer.54.2.5Displacement gauge, with measuring plates.54.2.6Injection equipment.54.2.7Pressure gauge.54.3Procedure.54.3.1Specimen preparation.54.3.2Injection procedure.64.3.3Measurement of adhesion and elongation capacity.65Calculation.76Test report.7SIST EN 12618-1:2003
EN 12618-1:2003 (E)3ForewordThis document (EN 12618-1:2003) has been prepared by Technical Committee CEN /TC 104, "Concrete andrelated products", the secretariat of which is held by DIN.It has been drafted by Sub-Committee 8 "Products and systems for the protection and repair of concrete structures"(Secretariat 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 January 2004, and conflicting national standards shall be withdrawn at the latestby January 2004.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, Hungary, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal,Slovakia, Spain, Sweden, Switzerland and the United Kingdom.SIST EN 12618-1:2003
EN 12618-1:2003 (E)41 ScopeThis part of this European Standard describes the reference procedure for determining the adhesive bond capacityand elongation capacity of injection products, intended for ductile filling of cracks and cavities.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 196-1, Methods of testing cement – Part 1: Determination of strength.EN 1504-1:1998, Products and systems for the protection and repair of concrete structures – Definitions,requirements, quality control and evaluation of conformity - Part 1: Definitions.prEN 1504-5:2002, Products and systems for the protection and repair of concrete structures – Definitions,requirements, quality control and evaluation of conformity - Part 5: Concrete injection.EN 1766, Products and systems for the protection and repair of concrete structures – Test methods – Referenceconcretes for testing.3 Terms and definitionsFor the purposes of this European Standard, the definitions of EN 1504-1:1998 and prEN 1504-5:2002 shall apply.4 Test method4.1 PrinciplesThe extensibility and tensile bond strength of the product (and the effect of crack width upon these parameters) aredetermined after injection into cracks of different widths and three moisture conditions of the crack: dry, wet andwater-filled.The elongation and bond strength testing are carried out at (3
2) °C.4.2 Equipment4.2.1 Tensile test machineThe laboratory in which these tests are carried out shall be equipped with a test machine complying with therequirements of EN 196-1. The test machine shall be fitted with self aligning application of load to ensure axialtensile loading of the specimen and have a controlled environment cabinet able to maintain constant temperaturesof (3
2) °C.The tensile force shall be at least 50 kN with an adjustable speed of 0,01 mm/min.SIST EN 12618-1:2003
EN 12618-1:2003 (E)54.2.2 FormworkThe steel formwork consists of: an upper steel plate provided by four M 12 threaded bolts, four M 16 galvanised threaded bolts, six headcapscrews and an opening for concrete, grooves for steel sheets; a lower steel plate provided by four M 12 threaded bolts, four M 16 galvanised threaded bolts, and a 24 screw,grooves for steel sheets; two large and two small steel sheets as side boardings; three M 8 threaded tubes and nuts, with steel brads, to provide injection product entrance, vent and pressurecontrol; three fitting plates, six headcap screws; eight M 16 threaded bolts and twenty M 16 nuts to link the upper and lower steel plates; a rubber strip; a crown.The pieces are described in Table 2 and Figures 1, 2, 3, 4 and 5.4.2.3 X - Y recorderCapabl
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