SIST EN 1504-6:2006
(Main)Products and systems for the protection and repair of concrete structures - Definitions, requirements, quality control and evaluation of conformity - Part 6: Anchoring of reinforcing steel bar
Products and systems for the protection and repair of concrete structures - Definitions, requirements, quality control and evaluation of conformity - Part 6: Anchoring of reinforcing steel bar
This Part of EN 1504 specifies requirements for the identification, performance (including durability) and safety of products and systems to be used for the anchoring of reinforcing steel (rebar) as used for structural strengthening to ensure the continuity of reinforced concrete structures.
This Part of EN 1504 covers the fields of application in accordance with repair method 4.2 of ENV 1504-9:1997.
NOTE It is assumed that a proper structural assessment of the structural elements to be subjected to repair is carried out by qualified engineers and that the choice of the products and systems to be used as well as the design are based on this assessment.
Produkte und Systeme für den Schutz und die Instandsetzung von Betontragwerken - Definitionen, Anforderungen, Qualitätsüberwachung und Beurteilung der Konformität - Teil 6: Verankerung von Bewehrungsstäben
Der vorliegende Teil von EN 1504 legt Anforderungen an die Identifizierung, Leistung (einschließlich Dauerhaftigkeit) und Sicherheit von Produkten und Systemen fest, die zur Verankerung von Bewehrungsstahl (Betonrippenstahl) verwendet werden, um die Tragfähigkeit zu erhöhen und so die Durchlaufwirkung von Stahlbetonbauwerken sicherzustellen.
Der vorliegende Teil von EN 1504 deckt den Anwendungsbereich nach dem Instandsetzungsverfahren 4.2 von ENV 1504 9:1997 ab.
ANMERKUNG Es wird davon ausgegangen, dass die instand zu setzenden Tragwerksteile von hierfür qualifizierten Ingenieuren einer ordnungsgemäßen baustatischen Beurteilung unterzogen werden und dass die Auswahl der zu verwendenden Produkte und Systeme sowie deren Konstruktion auf dieser Beurteilung basiert.
Produits et systemes pour la protection et la réparation des structures en béton - Définitions, exigences, maîtrise de la qualité et évaluation de la conformité - Partie 6 : Ancrage de barres d'acier d'armature
La présente partie de l’EN 1504 spécifie les exigences relatives a l’identification, aux performances (y compris la durabilité) et a la sécurité des produits et systemes d’ancrage des armatures en acier (barres) servant au renforcement structurel afin d’assurer la continuité des structures en béton armé.
La présente partie de l’EN 1504 couvre les champs d’application conformes aux méthodes de réparation du 4.2 de l’ENV 1504-9:1997.
NOTE On suppose que des ingénieurs qualifiés effectuent une évaluation structurelle appropriée des éléments structuraux a réparer et que le choix des produits et systemes a utiliser ainsi que la conception reposent sur cette évaluation.
Proizvodi in sistemi za zaščito in popravilo betonskih konstrukcij - Definicije, zahteve, kontrola kakovosti in ovrednotenje skladnosti - 6. del: Sidranje armaturne palice
General Information
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Products and systems for the protection and repair of concrete structures - Definitions, requirements, quality control and evaluation of conformity - Part 6: Anchoring of reinforcing steel barSDOLFHProduits et systemes pour la protection et la réparation des structures en béton - Définitions,
exigences, maîtrise de la qualité et évaluation de la conformité - Partie 6 : Ancrage de barres d'acier d'armatureProdukte und Systeme für den Schutz und die Instandsetzung von Betontragwerken - Definitionen, Anforderungen, Qualitätsüberwachung und Beurteilung der Konformität - Teil 6: Verankerung von BewehrungsstäbenTa slovenski standard je istoveten z:EN 1504-6:2006SIST EN 1504-6:2006en91.080.40Betonske konstrukcijeConcrete structuresICS:SLOVENSKI
STANDARDSIST EN 1504-6:200601-december-2006
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1504-6August 2006ICS 91.080.40 English VersionProducts and systems for the protection and repair of concretestructures - Definitions, requirements, quality control andevaluation of conformity - Part 6: Anchoring of reinforcing steelbarProduits et systèmes pour la protection et la réparation desstructures en béton - Définitions,
exigences, maîtrise de laqualité et évaluation de la conformité - Partie 6 : Ancraged'armatureProdukte und Systeme für den Schutz und dieInstandsetzung von Betontragwerken - Definitionen,Anforderungen, Qualitätsüberwachung und Beurteilung derKonformität - Teil 6: Verankerung von BewehrungsstäbenThis European Standard was approved by CEN on 19 July 2006.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, Romania,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© 2006 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1504-6:2006: E
EN 1504-6:2006 (E) 2 Contents Page Foreword.3 1 Scope.5 2 Normative references.5 3 Terms and definitions.6 4 Performance characteristics for intended uses.6 5 Requirements.7 5.1 Identification requirements.7 5.2 Performance requirements.7 5.3 Release of dangerous substances.8 5.4 Reaction to fire.8 6 Sampling.8 7 Evaluation of conformity.8 7.1 General.8 7.2 Initial type testing.8 7.3 Factory production control.9 7.4 Assessment, surveillance and certification of factory production control (informative).9 8 Marking and labelling.9 Annex A (informative)
Minimum frequency of testing for factory production control.10 Annex B (informative)
Release of dangerous substances.11 Annex ZA (informative)
Clauses of this European Standard addressing the provisions of the EU Construction Products Directive.12 ZA1 Scope and relevant characteristics.12 ZA.2 Attestation of conformity.14 ZA.3 CE marking and labelling.19
EN 1504-6:2006 (E) 3 Foreword This document (EN 1504-6:2006) has been prepared by Technical Committee CEN/TC 104 “Concrete and related products”, the secretariat of which is held by DIN. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by February 2007, and conflicting national standards shall be withdrawn at the latest by December 2008. It has been developed by sub-committee 8 "Products and systems for the protection and repair of concrete structures" (Secretariat AFNOR). This Part of EN 1504 does not supersede any other European Standard. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association and supports essential requirements of EU Construction Products Directive (89/106/EC).
For the relationship with the EU Directive, see informative Annex ZA, which is an integral part of this document. This Part of EN 1504 includes an informative Annex A dealing with factory production control and an informative Annex B dealing with release of dangerous substances. This Part of this European Standard is one of the Parts of this standard on products and systems for the repair and protection of concrete structures. The other parts are listed below: EN 1504-1, Products and systems for the protection and repair of concrete structures – Definitions, requirements, quality control and evaluation of conformity – Part 1: Definitions. EN 1504-2, Products and systems for the protection and repair of concrete structures – Definitions, requirements, quality control and evaluation of conformity – Part 2: Surface protection systems for concrete. EN 1504-3, Products and systems for the protection and repair of concrete structures - Definitions, requirements, quality control and evaluation of conformity - Part 3: Structural and non-structural repair. EN 1504-4, Products and systems for the protection and repair of concrete structures – Definitions, requirements, quality control and evaluation of conformity – Part 4: Structural bonding. EN 1504-5, Products and systems for the protection and repair of concrete structures – Definitions, requirements, quality control and evaluation of conformity – Part 5: Concrete injection. EN 1504-7, Products and systems for the protection and repair of concrete structures – Definitions, requirements, quality control and evaluation of conformity – Part 7: Reinforcement corrosion protection. EN 1504-8, Products and systems for the protection and repair of concrete structures – Definitions, requirements, quality control and evaluation of conformity – Part 8: Quality control and evaluation of conformity.
EN 1504-6:2006 (E) 4 ENV 1504-9 1), Products and systems for the protection and repair of concrete structures – Definitions, requirements, quality control and evaluation of conformity – Part 9: General principles for the use of products and systems. EN 1504-10, Products and systems for the protection and repair of concrete structures – Definitions, requirements, quality control and evaluation of conformity - Part 10: Site application of products and systems and quality control of the works. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
1) ENV 1504-9 will be modified when adopted as EN according to finalisation of this European Standard
EN 1504-6:2006 (E) 5 1 Scope This Part of EN 1504 specifies requirements for the identification, performance (including durability) and safety of products and systems to be used for the anchoring of reinforcing steel (rebar) as used for structural strengthening to ensure the continuity of reinforced concrete structures. This Part of EN 1504 covers the fields of application in accordance with repair method 4.2 of ENV 1504-9:1997. NOTE It is assumed that a proper structural assessment of the structural elements to be subjected to repair is carried out by qualified engineers and that the choice of the products and systems to be used as well as the design are based on this assessment. 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 1015-17, Methods of test for mortar for masonry — Part 17: Determination of water-soluble chloride content of fresh mortars EN 1504-1:2005, Products and systems for the protection and repair of concrete structures — Definitions, requirements, quality control and evaluation of conformity — Part 1: Definitions EN 1504-8:2004, Products and systems for the protection and repair of concrete structures — Definitions, requirements, quality control and evaluation of conformity — Part 8: Quality control and evaluation of conformity ENV 1504-9:1997, Products and systems for the protection and repair of concrete structures — Definitions, requirements, quality control and evaluation of conformity — Part 9: General principles for the use of products and systems prEN 1544, Products and systems for the protection and repair of concrete structures — Test methods — Determination of creep under sustained tensile load for synthetic resin products (PC) for the anchoring of reinforcing bars EN 1767, Products and systems for the protection and repair of concrete structures — Test methods — Infra-red analysis EN 1877-1, Products and systems for the protection and repair of concrete structures — Test methods — Reactive functions related to epoxy resins — Part 1: Determination of epoxy equivalent EN 1877-2, Products and systems for the protection and repair of concrete structures — Test methods — Reactive functions related to epoxy resins — Part 2: Determination of amine functions using the total basicity number prEN 1881, Products and systems for the protection and repair of concrete structures — Test methods — Testing of anchoring products by the pull out method EN 12190, Products and systems for the protection and repair of concrete structures — Test methods — Determination of compressive strength of repair mortar EN 12192-1, Products and systems for the protection and repair of concrete structures — Granulometry analysis — Part 1: Test method for dry components of premixed mortar
EN 1504-6:2006 (E) 6 EN 12614, Products and systems for the protection and repair of concrete structures — Test methods — Determination of glass transition temperatures of polymers EN 13294, Products and systems for the protection and repair of concrete structures — Test methods — Determination of stiffening time EN 13395-2, Products and systems for the protection and repair of concrete structures — Test methods — Determination of workability - Part 2: Test for flow of grout or mortar EN 13501-1, Fire classification of construction products and building elements — Part 1: Classification using test data from reaction to fire tests EN ISO 9514, Paints and varnishes — Determination of the pot life of multicomponent coating systems — Preparation and conditioning of samples and guidelines for testing (ISO 9514:2005) 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 1504-1:2005, EN 1504-8:2004, ENV 1504-9:1997 and the following apply. 3.1 anchoring product products based on hydraulic binders or synthetic resins or a mixture of these, installed at a fluid or paste consistency, to grout ribbed reinforcing steel bars (rebars) in hydraulic concrete structures 4 Performance characteristics for intended uses Table 1 lists the performance characteristics of anchoring products which are required for anchoring of reinforcing steel bars (rebars) according to the “principles” and “methods” defined in ENV 1504-9. Performance characteristics which are required for “all intended uses” are marked with v. Performance requirements are given in 5.2. Table 1 — Performance characteristics of anchoring products for all intended uses Performance characteristic Repair principle
Structural strengthening Installing rebar with anchoring product Pull-out v Chloride ion content v
Glass transition temperature a v Creep under tensile load a
v
a For polymers only. v For all intended uses.
EN 1504-6:2006 (E) 7 5 Requirements 5.1 Identification requirements The manufacturer shall undertake selected representative initial identification tests for the product or system as specified in Table 2. These tests may be used to confirm the composition of the product at any time. Acceptable tolerances are given in Table 2. The manufacturer shall hold test records. Table 2 — Identification requirements Property Test method Tolerance on values supplied by manufacturer a Granulometry of dry components EN 12192-1 Manufacturers declared value and tolerances Infra-red analysis b EN 1767 Confirmed by comparison d Compressive strength EN 12190 Greater than 80 % of manufacturers declared value Stiffening time EN 13294 Manufacturers declared value and tolerances Workability – Grout flow trough EN 13395-2 Manufacturers declared value and tolerances Epoxide equivalent c EN 1877-1 ± 5 % Amine function c EN 1877-2 ± 6 % Pot life b EN ISO 9514 ± 20 % a Data to be supplied by the manufacturer. b For PCs only. c For epoxy resin products only. d Check for signs of change in composition. 5.2 Performance requirements The manufacturer shall undertake initial performance tests on anchoring products in accordance with Table 3 and the product shall comply with the requirements.
EN 1504-6:2006 (E) 8 Table 3 — Performance requirements for anchoring products Item N° Performance characteristicsTest method Requirement (1) Pull-out prEN 1881 Displacement ≤ 0,6 mm at load of 75 KN (2) Chloride ion content EN 1015-17 ≤ 0,05 % (3) Glass transition temperaturea EN 12614 ≥ 45 °C or 20 °C above the maximum ambient temperature of the structure in service, whichever is the higher (4) Creep under tensile load a prEN 1544 Displacement ≤ 0,6 mm after continuous loading of 50 KN after 3 months a For PC products only. 5.3 Release of dangerous substances Hardened anchoring products shall not release substances dangerous to health, hygiene and the environment. See Annex B (informative). 5.4 Reaction to fire For anchoring products to be used in elements subject to fire requirements the manufacturer shall declare the reaction to fire classification of the anchoring product. For anchoring products containing equal or less than 1 % by mass or volume (whichever is the most onerous) of homogeneously distributed organic materials the declaration may be fire Class A1 without the need to test. Hardened anchoring products containing more than 1 % by mass or volume (whichever is the most onerous) of homogeneously distributed organic materials shall be classified in accordance with EN 13501-1 and the appropriate reaction to fire class declared. 6 Sampling General requirements for sampling are set out in EN 1504-8. 7 Evaluation of conformity 7.1 General General requirements for procedures for evaluation of conformity are set out in EN 1504-8. 7.2 Initial type testing General requirements for initial type testing are set out in EN 1504-8.
EN 1504-6:2006 (E) 9 7.3 Factory production control The manufacturer shall operate a factory production control (FPC) system to ensure that production continues to meet the identification and performance requirements set out in 5.1 and 5.2 of this part of EN 1504. For FPC, the manufacturer can select representative identification or performance tests or may select other test methods. Such other FPC test methods shall be correlated to the initial identification and performance test methods to ensure conformity of the product to the requirements of this standard. Such correlation shall be clearly documented in the FPC system. The FPC shall be undertaken in accordance with EN 1504-8. Guidance on the frequency of identification and performance tests for FPC is given in Annex A (informative). Frequencies may need to be increased during initial production or following an incident of non-conformity. Any deviation from this guidance shall be justified by documented evidence which demonstrates equivalence. 7.4 Assessment, surveillance and certification of factory production control (informative) Where required, provisions for the assessment, surveillance and certification of FPC are given in EN 1504-8:2004, Annex A (informative). 8 Marking and labelling Requirements for marking and labelling are set out in EN 1504-8. NOTE For CE marking and labelling ZA.3 applies.
EN 1504-6:2006 (E) 10 Annex A (informative)
Minimum frequency of testing for factory production control Identification characteristics/property Cement-based products Epoxy- resins Identification of the components General appearance and colour A A Granulometry of dry components B B Infra-red analysis a, b
D C Epoxy equivalent b
- C Amine function b
- C Volatile/non-volatile matter in liquid components B B Identification of the fresh mixture or the hardened samples Stiffening time B B Workability
Pot life alternative - A Compressive strength and density B B A Every batch, (as defined in EN 1504-8). B Every 10 batches (as defined i
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