SIST EN 1916:2003
(Main)Concrete pipes and fittings, unreinforced, steel fibre and reinforced
Concrete pipes and fittings, unreinforced, steel fibre and reinforced
This European Standard specifies performance requirements as defined in table 1 and describes test methods for precast concrete pipes and fittings, unreinforced, steel fibre and reinforced, with flexible joints (with seals either integrated in the units or supplied separately) and nominal sizes not exceeding DN 3200 for units with a circular bore or WN/HN 1400/2100 for units with an egg-shaped bore, for which the main intended use is the conveyance of sewage, rainwater and surface water under gravity or occasionally at low head of pressure, in pipelines that are generally buried.
Rohre und Formstücke aus Beton, Stahlfaserbeton und Stahlbeton
Diese Europäische Norm legt die in Tabelle 1 angegeben Leistungsanforderungen fest und beschreibt Prüfverfahren für vorgefertigte Rohre und Formstücke aus Beton, Stahlfaserbeton und Stahlbeton mit flexiblen Verbindungen (mit im Bauteil eingebauten oder getrennt mitgelieferten Dichtungen) und Nennweiten nicht über DN 1 750 für Bauteile mit kreisrundem inneren Querschnitt oder WN/HN 1200/1800 für Bauteile mit eiförmigem inneren Querschnitt. Bauteile nach dieser Norm werden im Wesentlichen für den Transport von Abwasser, Regenwasser und Oberflächenwasser als Freispiegelleitungen oder gelegentlich unter geringem Überdruck und in der Regel erdverlegt angewendet.
Festlegungen für die Beurteilung der Konformität und für die Kennzeichnung von Bauteilen nach dieser Europäischen Norm sind enthalten.
Tuyaux et pieces complémentaires en béton non armé, béton fibré acier et béton armé
La présente norme européenne spécifie les exigences performancielles définies au Tableau 1 et décrit les méthodes d'essai relatives aux tuyaux et pieces complémentaires préfabriqués en béton non armé, béton fibré acier et béton armé, a assemblages souples (avec garnitures d'étanchéité intégrées a l'élément ou fournies séparément), dont la dimension nominale ne dépasse pas DN 1750 dans le cas des éléments de section intérieure circulaire ou WN/HN 1200/1800 dans le cas des éléments de section ovoide, et destinés principalement a véhiculer, dans des canalisations généralement enterrées, des eaux usées, des eaux pluviales et des eaux de surface par écoulement gravitaire ou, occasionnellement, sous faible pression.
Elle précise l'évaluation de la conformité des éléments a la présente norme européenne.
Les conditions de marquage sont incluses.
Tableau 1 - Caractéristiques spécifiées et exclusions
Caractéristique Exclusions
Matériaux Spécifications de référence dans le cas ou les normes européennes correspondantes n'ont pas encore été publiées.
Béton Nature et valeur(s) du dosage minimal en ciment plus additions pouzzolaniques ou hydrauliques, quelles qu'elles soient, selon les conditions d'emploi du produit.
Aspect de surface Limitation de la taille des irrégularités de surface.
Caractéristiques géométriques - dimensions nominales ;
- dimensions intérieures et tolérances ;
- tolérances sur l'épaisseur de paroi ;
- tolérances sur la longueur intérieure du fut ;
- écart de rectitude et écart d'équerrage des abouts.
Assemblages et garnitures - Le choix d'une méthode dans la liste figurant en 4.3.4.2 pour démontrer la durabilité des assemblages
- dispositions relatives a l'interchangeabilité ;
- prescriptions relatives aux essais complémentaires lorsque l'étanchéité a l'eau d'un assemblage dépend de la pression interne.
Résistance a l'écrasement Classes de résistance spécifiques et charges minimales correspondantes.
Résistance a la flexion longitudinale Né
Betonske cevi in fazonski kosi, nearmirani, z jeklenimi vlakni in armirani
General Information
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Concrete pipes and fittings, unreinforced, steel fibre and reinforcedBetonske cevi in fazonski kosi, nearmirani, z jeklenimi vlakni in armiraniTuyaux et pieces complémentaires en béton non armé, béton fibré acier et béton arméRohre und Formstücke aus Beton, Stahlfaserbeton und StahlbetonTa slovenski standard je istoveten z:EN 1916:2002SIST EN 1916:2003en,fr,de93.03023.040.50ICS:SLOVENSKI
STANDARDSIST EN 1916:200301-april-2003
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1916October 2002ICS 23.040.50; 93.030English versionConcrete pipes and fittings, unreinforced, steel fibre andreinforcedTuyaux et pièces complémentaires en béton non armé,béton fibré acier et béton arméRohre und Formstücke aus Beton, Stahlfaserbeton undStahlbetonThis European Standard was approved by CEN on 18 August 2002.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,Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2002 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1916:2002 E
EN 1916:2002 (E)2ContentspageForeword.61Scope.72Normative references.83Terms, definitions and symbols.83.1Terms and definitions.83.2Symbols.124General requirements.154.1Materials.154.1.1General.154.1.2Joint seals.164.2Concrete.164.2.1Concrete materials.164.2.2Concrete quality.164.2.3Water content of concrete.164.2.4Cement content of concrete.174.2.5Chloride content of concrete.174.2.6Water absorption of concrete.174.3Units.174.3.1General.174.3.2Finish.174.3.3Geometrical characteristics.184.3.4Joints and joint seals.194.3.5Crushing strength.214.3.6Longitudinal bending moment resistance.214.3.7Watertightness.224.3.8Serviceability.224.3.9Durability.225Special requirements.225.1Steel fibre concrete units.225.1.1Steel fibre content.225.1.2Crushing strength.235.2Reinforced concrete units.235.2.1Reinforcement.235.2.2Concrete cover.235.2.3Crushing strength.235.2.4Conformity of proof (crack) load tested pipes.235.3Jacking pipes.245.3.1Joints.245.3.2Concrete strength.255.3.3Concrete cover.255.3.4Jacking load.255.4Pipes with inlet.256Test methods for finished products.266.1General.266.2Joint profiles.266.3Reinforcement.276.3.1Placing and content of reinforcement.276.3.2Concrete cover.276.4Crushing strength(s).27
EN 1916:2002 (E)36.5Longitudinal bending moment resistance.276.6Watertightness.276.7Water absorption.276.8Concrete strength in jacking pipes.277Conformity evaluation.287.1General.287.2Product evaluation procedures.287.2.1General.287.2.2Initial type testing.287.2.3Factory production control.287.2.4Further testing of samples taken at the factory.287.2.5Tasks for a certification body.298Marking.29Annex A (normative)
Test and calculation methods for joint seals.30A.1Symbols.30A.2Test methods.31A.2.1Applicability.31A.2.2Principle.31A.2.3Apparatus.31A.2.4Preparation.31A.2.5Procedures.31A.2.6Expression of results.33A.2.7Examples.33A.3Calculation method.37A.3.1Applicability.37A.3.2Basis.37A.3.3Examples.38Annex B (normative)
Structural calculations relative to pipe jacking.43B.1General.43B.2Symbols.43B.3Design criteria.44B.3.1Principles.44B.3.2"Closed joint" situation.45B.3.3"Open joint" situation.46B.4Example.47B.4.1Assumptions for the calculation.47B.4.2Calculation.47Annex C (normative)
Test method for crushing strength.48C.1Principle.48C.2Apparatus.48C.3Preparation.48C.4Procedure.49C.4.1General.49C.4.2Unreinforced concrete pipes.51C.4.3Steel fibre concrete pipes.51C.4.4Reinforced concrete pipes.51C.5Expression of results.52Annex D (normative)
Test method for longitudinal bending moment resistance.53D.1Principle.53D.2Apparatus.53D.3Procedure.53D.3.1General.53D.3.2Four-point loading procedure.53D.3.3Three-point loading procedure.54D.4Expression of results.55D.4.1Four-point loading procedure.55D.4.2Three-point loading procedure.55
EN 1916:2002 (E)4Annex E (normative)
Test methods for watertightness.56E.1Principle.56E.2Apparatus.56E.3Preparation.56E.4Procedure (hydrostatic test - routine and initial type tests).56E.5Procedure (joint assembly test).56E.5.1General.56E.5.2Watertightness during angular deflection.56E.5.3Watertightness under shear load.57E.5.4Watertightness during angular deflection under shear load.58E.6Expression of results.58Annex F (normative)
Test method for water absorption.59F.1Principle.59F.2Sample.59F.3Apparatus.59F.4Procedure.59F.4.1Determination of mass of immersed sample m1.59F.4.2Determination of mass of dried sample m2.59F.5Expression of results.60Annex G (normative)
Manufacturer's quality assurance system.61G.1Organization.61G.1.1Responsibility and authority.61G.1.2Management representative for factory production control.61G.1.3Management review.61G.1.4Factory documents.61G.2Factory production control system.62G.3Inspection and testing.62G.3.1General.62G.3.2Inspection and test status.62G.3.3Testing.62G.3.4Inspection and test records.62G.3.5Complaints.62G.4Action required in the case of defectives.63G.4.1Unsatisfactory results.63G.4.2Defectives.63G.4.3Purchaser information.63G.5Handling, storage, packing and delivery of units.63G.5.1General.63G.5.2Handling.63G.5.3Storage.63G.5.4Packing and marking.63G.5.5Traceability.63G.6Training and personnel.63G.7Materials control.64G.8Equipment control.66G.9Process control.67G.10Control of laboratory equipment.68Annex H (normative)
Sampling procedures for inspection of finished products.69Annex I (normative)
Sampling procedures for continuous inspection of crushing strength andwatertightness (hydrostatic).71I.1Inspection rates and interpretation of results.71I.1.1Inspection rates.71I.1.2Interpretation of results.71I.2Operating of switching rules.71I.2.1Tightened to normal inspection.71I.2.2Discontinuation of inspection.71I.2.3Normal to reduced inspection.71I.2.4Reduced to normal inspection.72
EN 1916:2002 (E)5I.2.5Normal to tightened inspection.72I.3Tightened, normal and reduced inspection.72I.3.1Tightened inspection.72I.3.2Normal inspection.72I.3.3Reduced inspection.72I.3.4Examples.74I.4Acceptability determination.76I.4.1Inspection on the basis of individual assessments.76I.4.2Inspection of crushing strength on the basis of statistical assessment.79Annex J (normative)
Tasks for a product certification body.82J.1Initial inspection of factory and factory production control.82J.2Evaluation and approval of initial type testing of units.82J.3Periodic surveillance, evaluation and approval of factory production control.82J.4Audit testing of samples taken at the factory.82J.5Quality system.
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