EN 12618-3:2004
(Main)Products and systems for the protection and repair of concrete structures - Test methods - Part 3: Determination of the adhesion of injection products, with or without thermal cycling - Slant shear method
Products and systems for the protection and repair of concrete structures - Test methods - Part 3: Determination of the adhesion of injection products, with or without thermal cycling - Slant shear method
This Part of this European Standard describes the method for determining the slant shear bond strength of all injection products intended to restore the integrity of cracked concrete and covered by prEN 1504-5.
The test may be performed upon cracks injected in the dry, damp, wet or with water flowing through them. It should always be carried out after the appropriate period of curing under the standard conditions of test detailed below, but may additionally be performed upon a further set of specimens after a period of artificial ageing by thermal cycling.
Whilst the testing of the repaired crack is normally by short term static load, it may also be performed as a creep test by long term static load, or as a dynamic test by the application of a cyclic load.
Produkte und Systeme für den Schutz und die Instandsetzung von Betontragwerken - Prüfverfahren - Teil 3: Bestimmung der Haftzugfestigkeit von Rissfüllstoffen mit oder ohne thermische Behandlung - Schrägscherfestigkeit
Dieses Dokument beschreibt ein Verfahren für die Bestimmung der Schrägscherfestigkeit von Rissfüllstoffen, die für das Wiederherstellen von gerissenem Beton vorgesehen sind und in prEN 1504 5 behandelt werden.
Die Prüfung kann auf Risse angewendet werden, bei denen die Injektion in trockene, feuchte, nasse oder wasserführende Risse erfolgt. Die Prüfung sollte immer nach der entsprechenden Aushärtedauer unter den nachfolgend beschriebenen, genormten Prüfbedingungen erfolgen, kann jedoch zusätzlich an einer weiteren Reihe von Prüfkörpern nach einer künstlichen Alterung durch thermische Behandlung durchgeführt werden.
Während die Prüfung eines instandgesetzten Risses üblicherweise mit kurzzeitiger statischer Belastung durchgeführt wird, kann sie auch als Kriechtest mit einer langzeitigen statischen Belastung oder als dynamische Prüfung durch eine zyklische Beanspruchung durchgeführt werden.
Produits et systèmes pour la protection et la réparation des structures en béton - Méthodes d'essais - Partie 3: Détermination de l'adhérence des produits d'injection, après cycles thermiques ou non - Méthode par cisaillement oblique
Le présent document décrit la méthode permettant de déterminer l'adhérence par cisaillement oblique de tous les produits d'injection destinés à rétablir l'intégrité d'un béton fissuré et couverts par le prEN 1504-5.
L'essai peut être effectué sur des fissures injectées à l'état sec, humide, mouillé ou avec écoulement d'eau. Il convient de toujours l'effectuer après la période de conservation appropriée, dans les conditions normalisées d'essai détaillées ci-après, mais il peut également être effectué sur un autre ensemble d'éprouvettes après une période de vieillissement artificiel par cycles thermiques.
Bien que l'essai sur la fissure réparée soit normalement un essai sous charge statique à court terme, il peut également être effectué sous forme d'un essai de fluage sous charge statique à long terme ou d'un essai dynamique sous l'application d'une charge cyclique.
Proizvodi in sistemi za zaščito in popravilo betonskih konstrukcij – Preskusne metode – 3. del: Določevanje sprijemnosti injekcijske mase s cikličnim spreminjanjem temperature ali brez njega – Metoda poševnega striga
General Information
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.LþQLPDProdukte und Systeme für den Schutz und die Instandsetzung von Betontragwerken - Prüfverfahren - Teil 3: Bestimmung der Haftzugfestigkeit von Rissfüllstoffen mit oder ohne thermische Behandlung - SchrägscherfestigkeitProduits et systemes pour la protection et la réparation des structures en béton - Méthodes d'essais - Partie 3: Détermination de l'adhérence des produits d'injection, apres cycles thermiques ou non - Méthode par cisaillement obliqueProducts and systems for the protection and repair of concrete structures - Test methods - Part 3: Determination of the adhesion of injection products, with or without thermal cycling - Slant shear method91.080.40Betonske konstrukcijeConcrete structuresICS:Ta slovenski standard je istoveten z:EN 12618-3:2004SIST EN 12618-3:2004en01-december-2004SIST EN 12618-3:2004SLOVENSKI
STANDARD
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 12618-3August 2004ICS 91.080.40English versionProducts and systems for the protection and repair of concretestructures - Test methods - Part 3: Determination of theadhesion of injection products, with or without thermal cycling -Slant shear methodProduits et systèmes pour la protection et la réparation desstructures en béton - Méthodes d'essai - Partie 3:Détermination de l'adhérence des produits d'injection,après cycles thermiques ou non - Méthode par cisaillementobliqueProdukte und Systeme für den Schutz und dieInstandsetzung von Betontragwerken - Prüfverfahren - Teil3: Bestimmung der Haftzugfestigkeit von Rissfüllstoffen mitoder ohne thermische Behandlung - SchrägscherfestigkeitThis European Standard was approved by CEN on 27 February 2004.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 Central Secretariat 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 Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia,Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2004 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 12618-3:2004: ESIST EN 12618-3:2004
2 Contents page Foreword.3 1 Scope.4 2 Normative references.4 3 Terms and definitions.4 4 Test method.5 4.1 Principle.5 4.2 Apparatus.5 4.3 Preparations.5 5 Test procedure.10 5.1 Sample.10 5.2 Measurement.10 5.3 Test conditions.11 5.4 Compression testing.11 6 Calculation and expression of results.12 7 Test report.12 Annex A (normative)
Procedure for capping composite test specimens.13
4 1 Scope This document describes the method for determining the slant shear bond strength of all injection products intended to restore the integrity of cracked concrete and covered by prEN 1504-5. The test may be performed upon cracks injected in the dry, damp, wet or with water flowing through them. It should always be carried out after the appropriate period of curing under the standard conditions of test detailed below, but may additionally be performed upon a further set of specimens after a period of artificial ageing by thermal cycling. Whilst the testing of the repaired crack is normally by short term static load, it may also be performed as a creep test by long term static load, or as a dynamic test by the application of a cyclic load. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 196-1, Method of testing cements - 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 1504-5:2001, 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 - Tests methods - Reference concretes for testing. EN 12390-1, Testing hardened concrete – Part 1: Shape, dimensions and other requirements for test specimens and moulds. EN 12390-2, Testing hardened concrete – Part 2: Making and curing specimens for strength tests. EN 12390-4, Testing hardened concrete – Part 4: Compressive strength - Specification for testing machines. EN 13687-4, Products and systems for the protection and repair of concrete structures - Tests methods - Determination of thermal compatibility - Part 4: Dry thermal cycling.
3 Terms and definitions For the purpose of this document, the terms and definitions given in EN 1504-1:1998 and prEN 1504-5:2001 apply. SIST EN 12618-3:2004
1) The compression test machine at 4.2.1 may be used for this purpose, but a simple hand operated press of lesser specification will suffice. A force of about 300 kN may be required to split the plaque. SIST EN 12618-3:2004
6 NOTE This will normally give a crack width of the order of 0,2 mm to 0,5 mm. If it is desired to investigate the performance of the injection product in repairing wider cracks, the two halves of the slab may be further separated; this fact then need to be stated in the test report. 4.3.3 Preparation for injection Prepare the two ends of the crack, i.e. at the 55 mm faces, for injection by the procedure recommended by the supplier of the injection product. This may involve bonding metal or plastic tubes over the crack for use as inlet and outlet ports, or leaving a short length of crack unsealed if the injection nozzle is to be applied direct to the concrete. Seal the remainder of the crack periphery by the procedure recommended by the supplier of the injection product. Before injection of the repair composition, condition the prepared split slab in the environment under which the injection of the product is to proceed : Dry cracks. If the repair is to be carried out in dry concrete, allow the split slab to dry in air at the standard conditions of test for a period of not less than 16 h. Damp cracks. If the injection product is to be evaluated for the repair of damp concrete, treat as detailed below for wet cracks. At the end of the 48 h saturation period, remove the slab from the water and allow it to drain for 30 min before proceeding to inject. Wet cracks. If the repair is to be carried out in wet conditions, force water through the crack to displace all trapped air and then totally immerse the slab in lime-saturated water for a period of not less than 48 h. When ready to proceed with the injection, remove the slab from the water, allow the excess water to run out and then fit the injection hoses without any further delay. Water-filled cracks. If injection is to be carried out in water filled cracks, the delivery hose of the injection equipment shall be fitted to the entry port whilst the slab is still under water. For convenience of injection, the slab may then be removed from the conditioning tank, without allowing the water to drain out of the crack. If it is required to prove that the resin system can be injected against a head of water, a water supply at the desired pressure may be connected to the outlet port. 4.3.4 Injection of the repair composition Condition the components of the injection system and the mixing vessel at the standard conditions of test (or other specified conditions) for at least 16 h before proceeding. Support the slab with its principal axis vertical. The lower end of the crack shall be the entry port for the resin injection. Mix the components of the injection system in accordance with the manufacturer's instructions. Introduce the mixed product into the crack via the entry port by the method stated in the
...
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.