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
- Status
- Published
- Publication Date
- 24-Aug-2004
- Technical Committee
- CEN/TC 104 - Concrete ( performance, production, placing and compliance criteria )
- Drafting Committee
- CEN/TC 104/SC 8/WG 4 - Injection products
- Current Stage
- 9093 - Decision to confirm - Review Enquiry
- Start Date
- 13-Nov-2020
- Completion Date
- 23-Sep-2025
- Directive
- 89/106/EEC - Construction products
Overview - EN 12618-3:2004 (Slant shear method)
EN 12618-3:2004 is a CEN test method for determining the slant shear bond strength of injection products used to restore cracked concrete (products covered by prEN 1504-5). The method measures the composite compressive strength of a concrete prism repaired by injection, exposing the repaired joint to a combined shear/compression stress state. Tests can be carried out with or without thermal cycling (artificial ageing) and under varying crack conditions (dry, damp, wet or with flowing water).
Key topics and technical requirements
- Test principle: compressive loading of a repaired prism with the injected joint oriented at 30° to the principal axis (slant shear method), producing a shear:compressive stress ratio of 1.73:1.
- Specimen geometry: composite and control prisms sawn to 55 × 55 × 150 mm from slabs (original slab size 55 × 150 × 150 mm).
- Preparation: controlled slab splitting using trapezoidal plates and elastomeric pads, injection of product per manufacturer’s instructions, and curing:
- Resin systems: typically 7 days curing under standard test conditions.
- Cementitious injection systems: typically 28 days.
- Conditioning options: dry, damp, wet, water-filled cracks; optional thermal cycling per EN 13687-4 for artificial ageing.
- Test conditions: standard laboratory environment (21 ± 2) °C, 60 ± 10% RH, specimens conditioned ≥16 h before testing.
- Number of tests: minimum of four composite and four control specimens per set of conditions.
- Loading and measurement: compression testing machine per EN 12390-4; record load at failure and mode of failure. Cross-section measured to nearest 0.5 mm.
- Result expression: compressive strength of the composite prism with failure mode observations; optional long-term creep or dynamic (cyclic) loading variants are permitted.
Practical applications and users
Who uses EN 12618-3:2004:
- Materials manufacturers (injection resins, epoxy/PU grouts) for product development and internal QA.
- Independent testing laboratories performing bond-strength verification and conformity testing.
- Consulting engineers and specifiers evaluating repair systems for structural integrity.
- Contractors validating performance for specific site conditions (wet cracks, injection against water head).
- Certification bodies and authorities assessing compliance with prEN 1504-5 requirements.
Practical benefits:
- Provides repeatable, comparable data on adhesion of injection products to cracked concrete.
- Supports selection of systems for different environmental conditions and thermal compatibility.
- Helps link repair performance to conventional concrete design parameters via composite compressive strength.
Related standards
- prEN 1504-5 (concrete injection systems)
- EN 1766 (reference concretes for testing)
- EN 13687-4 (dry thermal cycling)
- EN 12390-1 / EN 12390-2 / EN 12390-4 (hardened concrete test specimen preparation and compressive testing)
Keywords: EN 12618-3:2004, slant shear method, adhesion of injection products, concrete repair, bond strength, thermal cycling, prEN 1504-5.
Frequently Asked Questions
EN 12618-3:2004 is a standard published by the European Committee for Standardization (CEN). Its full title is "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 standard covers: 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.
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.
EN 12618-3:2004 is classified under the following ICS (International Classification for Standards) categories: 91.080.40 - Concrete structures. The ICS classification helps identify the subject area and facilitates finding related standards.
EN 12618-3:2004 is associated with the following European legislation: EU Directives/Regulations: 305/2011, 89/106/EEC. When a standard is cited in the Official Journal of the European Union, products manufactured in conformity with it benefit from a presumption of conformity with the essential requirements of the corresponding EU directive or regulation.
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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
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이 기사에서는 EN 12618-3:2004번에 대한 유럽 표준을 소개하며, 이 표준은 균열이 있는 콘크리트 구조물의 무결성을 복원하기 위해 사용되는 모든 인젝션 제품의 경사 전단 접착강도를 결정하는 방법을 설명합니다. 테스트는 건조, 축축한 상태, 젖은 상태 또는 흐르는 물로 주입된 균열에서 수행될 수 있습니다. 테스트는 표준화된 조건에서 적절한 경화 기간 후에 수행되어야 하며, 열 사이클링에 대한 인공적인 노화 기간 이후에 또한 관련된 시편에 대해 수행될 수 있습니다. 복원된 균열은 정적 하중에 의한 짧은 기간 또는 긴 기간 크리프 테스트로 검사될 수 있으며, 주기적인 하중을 가하는 동적인 테스트로도 수행될 수 있습니다.
The article discusses a European standard, EN 12618-3:2004, which outlines a test method for determining the slant shear bond strength of injection products used to repair cracked concrete structures. The test can be conducted on cracks injected in various conditions, such as dry, damp, wet, or with flowing water. The test should be carried out after the appropriate curing period, and it can also be performed on specimens subjected to thermal cycling for artificial ageing. The repaired crack can be tested using static load, either short term or long term creep tests, or dynamic tests with cyclic load.
この記事では、EN 12618-3:2004についての欧州標準について説明しており、この標準では、ひび割れたコンクリート構造物の完全性を修復するために使用されるすべての注入製品の斜めせん断接着強度を決定する方法について説明されています。テストは、乾燥している、湿った状態、濡れた状態、または水が流れている状態で注入されたひび割れに対して行われることができます。テストは、適切な硬化期間の後、標準的なテスト条件に基づいて行われるべきですが、さらに人工的な熱サイクリングによる経年劣化後の試料に対しても実施することができます。修復されたひび割れは、静的負荷による短期間のテスト、長期間のクリープテスト、サイクル負荷の適用による動的テストのいずれかで試験することができます。
記事タイトル:EN 12618-3:2004-コンクリート構造物の保護と修復のための製品とシステム-試験方法-パート3:熱サイクルあり/なしの注入製品の接着性の決定-スラントシア法 記事内容:このヨーロッパ規格のこの部分では、prEN 1504-5で定義されたクラック入りコンクリートの完全性を修復するために使用されるすべての注入製品のスラントシア結合強度を決定する方法について説明しています。 テストは、乾燥、湿気、濡れた状態または水が流れている状態で注入されたクラックに対して行うことができます。テストは、適切な硬化期間の後、標準的なテスト条件で常に実施する必要がありますが、さらにサンプルを人工的に加齢させた後に行うこともできます。 修復されたクラックのテストは通常短期の静的荷重によって行われますが、長期の静的荷重によるクリープテストや、サイクリックな荷重の適用による動的テストとしても行われる場合があります。
The article discusses EN 12618-3:2004, which is a European Standard for testing the adhesion of injection products used to repair cracked concrete structures. The standard describes a slant shear method for determining the bond strength of these products. The test can be conducted on cracks that are dry, damp, wet, or have water flowing through them. It is recommended to perform the test after the appropriate curing period, and it can also be conducted on specimens that have undergone artificial aging through thermal cycling. In addition to short term static load testing, the repaired crack can also be tested through long term static load or cyclic load applications.
기사 제목: EN 12618-3:2004 - 콘크리트 구조물의 보호 및 복구를 위한 제품 및 시스템 - 시험 방법 - 제3부: 열 사이클링이 있는지 여부에 관계없이 주입 제품의 부착력 결정 - 기울임 전 단면법 기사 내용: 이 유럽 표준의 이 부분은 prEN 1504-5에 의해 정의된 균열 콘크리트의 무결성을 복원하기 위해 사용되는 모든 주입 제품의 기울임 전 단면 접착 강도를 결정하기 위한 방법을 설명한다. 테스트는 건조, 습기, 젖은 상태나 물이 흐르는 상태에서 주입된 균열에서 수행될 수 있다. 표준 시험 조건에 따라 적절한 경화 기간 이후에 항상 수행되어야 하지만, 열 사이클링에 대한 가공 시간 이후에 또 다른 시편에 대해 수행될 수도 있다. 보수된 균열의 테스트는 일반적으로 단기 정적 하중에 의해 수행되지만, 장기 정적 하중에 의한 비틀림 테스트 또는 순환 하중의 적용에 의한 동적 테스트로도 수행될 수 있다.










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