BS EN 1796-2013 Plastics piping systems for water supply with or without pressure Glass-reinforced thermosetting plastics (GRP) based on unsaturated polyester resin (UP)《有压或无压供水塑料管.pdf
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1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationBS EN 1796:2013Plastics piping systems forwater supply with or withoutpressure Glass-reinforcedthermosetting plastics(GRP) based on unsaturatedpolyester resin (UP)BS EN 1796:2013
2、 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 1796:2013. Itsupersedes BS EN 1796:2006+A1:2008 which is withdrawn.The UK participation in its preparation was entrusted to TechnicalCommittee PRI/88/2, Plastics piping for pressure applications.A list of organiza
3、tions represented on this committee can beobtained on request to its secretary.This publication does not purport to include all the necessaryprovisions of a contract. Users are responsible for its correctapplication. The British Standards Institution 2013. Published by BSI StandardsLimited 2013ISBN
4、978 0 580 75372 5ICS 23.040.20; 23.040.45Compliance with a British Standard cannot confer immunity fromlegal obligations.This British Standard was published under the authority of theStandards Policy and Strategy Committee on 31 March 2013.Amendments issued since publicationDate Text affectedBS EN 1
5、796:2013EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1796 February 2013 ICS 23.040.01 Supersedes EN 1796:2006+A1:2008English Version Plastics piping systems for water supply with or without pressure - Glass-reinforced thermosetting plastics (GRP) based on unsaturated polyester resin (UP) Sys
6、tmes de canalisations en plastiques pour lalimentation en eau avec ou sans pression - Plastiques thermodurcissables renforcs de verre (PRV) base de rsine polyester non satur (UP) Kunststoff-Rohrleitungssysteme fr die Wasserversorgung mit oder ohne Druck - Glasfaserverstrkte duroplastische Kunststoff
7、e (GFK) auf der Basis von ungesttigtem Polyesterharz (UP) This European Standard was approved by CEN on 14 December 2012. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard witho
8、ut any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other l
9、anguage made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Den
10、mark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTE
11、E FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2013 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1796:2013: EBS EN 1796:2013EN 1796:2013 (
12、E) 2 Contents Page Foreword . 5 Introduction 6 1 Scope . 7 2 Normative references 8 3 Terms, definitions and symbols . 9 4 General requirements . 16 4.1 Classification 16 4.1.1 General . 16 4.1.2 Categories 16 4.1.3 Nominal size . 16 4.1.4 Nominal stiffness . 16 4.1.5 Nominal pressure . 16 4.2 Mater
13、ials . 17 4.2.1 General . 17 4.2.2 Reinforcement 17 4.2.3 Resin . 17 4.2.4 Aggregates and fillers 18 4.2.5 Elastomers 18 4.2.6 Metals 18 4.3 Wall construction . 18 4.3.1 Inner layer . 18 4.3.2 Structural layer . 18 4.3.3 Outer layer 18 4.4 Appearance 18 4.5 Reference conditions for testing . 19 4.5.
14、1 Temperature . 19 4.5.2 Properties of water for testing . 19 4.5.3 Loading conditions 19 4.5.4 Preconditioning 19 4.5.5 Measurement of dimensions 19 4.6 Elapsed time for determination of long-term properties, (x) 19 4.7 Joints 19 4.7.1 General . 19 4.7.2 Types of joint 19 4.7.3 Flexibility of the j
15、ointing system 19 4.7.4 Sealing ring. 20 4.7.5 Adhesives . 20 5 Pipes 20 5.1 Geometrical characteristics . 20 5.1.1 Diameter 20 5.1.2 Wall thickness 25 5.1.3 Length . 25 5.2 Mechanical characteristics 26 5.2.1 Initial specific ring stiffness . 26 5.2.2 Long-term specific ring stiffness under wet con
16、ditions . 27 5.2.3 Initial resistance to failure in a deflected condition 28 5.2.4 Ultimate long-term resistance to failure in a deflected condition 30 5.2.5 Initial specific longitudinal tensile strength 31 BS EN 1796:2013EN 1796:2013 (E) 3 5.2.6 Initial failure and design pressures for pressure pi
17、pes 33 5.2.7 Long-term failure pressure 35 5.3 Marking . 36 6 Fittings . 37 6.1 General 37 6.2 Bends 38 6.2.1 Classification of bends . 38 6.2.2 Dimensions and tolerances of bends 38 6.3 Branches . 41 6.3.1 Classification of branches . 41 6.3.2 Dimensions and tolerances of branches . 42 6.4 Reducers
18、 . 44 6.4.1 Classification of reducers 44 6.4.2 Dimensions and tolerances of reducers 45 6.4.3 Mechanical characteristics of tapered section laminate. 46 6.5 Non Pressure Saddles 47 6.5.1 Classification of saddles 47 6.5.2 Dimensions and tolerances of saddles . 48 6.6 Flanges . 48 6.6.1 Classificati
19、on of flanges . 48 6.6.2 Dimensions and tolerances for flanged adaptors . 49 6.7 Marking . 51 7 Joint performance . 52 7.1 General 52 7.1.1 Interchangeability . 52 7.1.2 Test temperature 52 7.1.3 Non-pressure piping . 52 7.2 Dimensions . 52 7.3 Non-end-load-bearing flexible joints with elastomeric s
20、ealing rings . 52 7.3.1 General 52 7.3.2 Requirements . 52 7.3.3 Number of test pieces for type test purposes . 53 7.3.4 Test pieces 53 7.4 End-load-bearing flexible joints with elastomeric sealing rings 54 7.4.1 General 54 7.4.2 Performance requirements for locked-socket-and-spigot joints with elas
21、tomeric sealing rings 54 7.5 Wrapped or cemented joints 56 7.5.1 General 56 7.5.2 Performance requirements 56 7.5.3 Number of test pieces for type test purposes . 57 7.5.4 Test pieces 57 7.6 Bolted flange joints 58 7.6.1 General 58 7.6.2 Performance requirements 58 7.6.3 Number of test pieces for ty
22、pe test purposes . 59 7.6.4 Test pieces 59 7.6.5 Joint assembly details 59 7.6.6 Torque resistance . 59 Annex A (normative) Test method for the resistance to bending and pressure of end-thrust loaded joints in pipe systems . 61 A.1 Principle 61 A.2 Apparatus . 61 A.3 Test pieces 62 A.4 Test temperat
23、ure 62 BS EN 1796:2013EN 1796:2013 (E) 4 A.5 Calculation of the bending load F . 62 A.5.1 General . 62 A.5.2 Calculation of F, if applied in the horizontal plane . 62 A.5.3 Calculation of F, if applied in the vertical plane 63 A.6 Procedure . 64 A.7 Test report 64 Bibliography 66 BS EN 1796:2013EN 1
24、796:2013 (E) 5 Foreword This document (EN 1796:2013) has been prepared by Technical Committee CEN/TC 155 “Plastics piping systems and ducting systems”, the secretariat of which is held by NEN. This European Standard shall be given the status of a national standard, either by publication of an identi
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