SIST EN 13877-3:2005
(Main)Concrete pavements - Part 3: Specifications for dowels to be used in concrete pavements
Concrete pavements - Part 3: Specifications for dowels to be used in concrete pavements
This document specifies the requirements for dowels to be used in cast "in situ" concrete pavements for roads, airfields and other trafficked areas.
Fahrbahnbefestigungen aus Beton - Teil 3: Anforderungen an Dübel für Fahrbahnbefestigungen aus Beton
Dieses Dokument legt die Anforderungen an Dübel fest, die in Fahrbahnbefestigungen aus Ortbeton für
Straßen, Flugplätze und andere Verkehrsflächen zu verwenden sind.
Chaussées en béton - Partie 3: Spécifications relatives aux goujons a utiliser dans les chaussées en béton
La présente norme européenne spécifie les exigences relatives aux goujons pour chaussées en béton
coulées "in situ", pour routes, pistes d?aéroport et autres voies de circulation.
Betonska vozišča – 3. del: Specifikacije za moznike (spojne elemente), ki se uporabljajo pri betonskih voziščih
General Information
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Fahrbahnbefestigungen aus Beton - Teil 3: Anforderungen an Dübel für Fahrbahnbefestigungen aus BetonChaussées en béton - Partie 3: Spécifications relatives aux goujons a utiliser dans les chaussées en bétonConcrete pavements - Part 3: Specifications for dowels to be used in concrete pavements93.080.20Materiali za gradnjo cestRoad construction materials91.100.30Beton in betonski izdelkiConcrete and concrete productsICS:Ta slovenski standard je istoveten z:EN 13877-3:2004SIST EN 13877-3:2005en01-junij-2005SIST EN 13877-3:2005SLOVENSKI
STANDARD
SIST EN 13877-3:2005
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 13877-3December 2004ICS 93.080.20English versionConcrete pavements - Part 3: Specifications for dowels to beused in concrete pavementsChaussées en béton - Partie 3: Spécifications relatives auxgoujons à utiliser dans les chaussées en bétonFahrbahnbefestigungen aus Beton - Teil 3: Anforderungenan Dübel für Fahrbahnbefestigungen aus BetonThis European Standard was approved by CEN on 20 October 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 13877-3:2004: ESIST EN 13877-3:2005
EN 13877-3:2004 (E) 2 Contents Page Foreword.3 1 Scope.4 2 Normative references.4 3 Terms and definitions.4 4 Requirements.4 5 Durability.4 6 Evaluation of Conformity.4 6.1 General.4 6.2 Type Testing.5 6.2.1 Initial Type Testing.5 6.2.2 Further Type Testing.5 6.3 Factory Production Control (FPC).5 6.3.1 General.5 6.3.2 Frequency of testing.5 6.3.3 Equipment.5 6.3.4 Raw materials and components.5 6.3.5 Product testing and evaluation.6 Annex ZA (informative)
Clauses of this European standard addressing the provisions of the EU Construction Products Directive.7 ZA.1 Scope and relevant characteristics.7 ZA.2 Procedure(s) for attestation of conformity of dowels.8 ZA.2.1 System(s) of attestation of conformity.8 ZA.2.2 Certificate and Declaration of conformity.8 ZA.3 CE Marking.9
SIST EN 13877-3:2005
EN 13877-3:2004 (E) 3 Foreword This document (EN 13877-3:2004) has been prepared by Technical Committee CEN/TC 227 “Road materials”, 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 June 2005, and conflicting national standards shall be withdrawn at the latest by June 2005. The European Standard is one of a series of standards as follows: EN 13877-1, Concrete pavements — Part 1: Materials. EN 13877-2, Concrete pavements — Part 2: Functional requirements for concrete pavements. EN 13877-3, Concrete pavements — Part 3: Specifications for dowels to be used in concrete pavements. 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, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. SIST EN 13877-3:2005
EN 13877-3:2004 (E) 4 1 Scope This document specifies the requirements for dowels to be used in cast “in situ” concrete pavements for roads, airfields and other trafficked areas. 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 10060, Hot rolled round steel bars for general purposes. Dimensions and tolerances on shape and dimensions. EN 13877-1:2004, Concrete pavements — Part 1: Materials. EN ISO 9001, Quality management systems — Requirements (ISO 9001:2000). EN ISO 15630-1, Steel for the reinforcement and prestressing of concrete. Test methods — Part 1: Reinforcing bars, wire rod and wire (ISO 15630-1:2002). 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 13877-1:2004 apply. 4 Requirements Dowels shall have at least a tensile strength of 250 MPa when tested in accordance with EN ISO 15630-1. Diameter and tolerances on diameters of dowels shall be in accordance with EN 10060. The minimum diameter shall be 16 mm. The tolerances in length shall be ± 10 mm. Dowels shall be straight, free of burrs and other irregularities and the sliding ends sawn with no protrusions outside the normal diameter of the bar. NOTE 1 The length of dowels should conform to national application provisions in the place of use. NOTE 2 Before the use, half of their length at least, should be covered with a thin bituminous coating or a thin plastic sheet to prevent them from adhering to the concrete. The average thickness should be not greater than 1,25 mm. 5 Durability The durability shall be ensured either by a protective coating factory made, or by on site treatments as a national application provision. NOTE Protective measures against corrosion have to conform to national standards or provisions in the place of use. 6 Evaluation of Conformity 6.1 General The compliance of the product with the requirements of this document shall be demonstrated by: SIST EN 13877-3:2005
EN 13877-3:2004 (E) 5 Initial Type Testing; Factory Production Control by the manufacturer, including product assessment. When tested by an external body, the characteristics indicated in Clause 5 shall be determined within 3 months to the date of delivery from the manufacturer. 6.2 Type Testing 6.2.1 Initial Type Testing Initial Type Testing shall be performed to show conformity with this document. Tests previously performed in accordance with the provisions of this document (same product, same characteristic(s)
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