DIN EN 14364-2013 Plastics piping systems for drainage and sewerage with or without pressure - Glass-reinforced thermosetting plastics (GRP) based on unsaturated polyester resin (Us.pdf
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1、May 2013 Translation by DIN-Sprachendienst.English price group 23No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 93
2、.030!%$*w“2010784www.din.deDDIN EN 14364Plastics piping systems for drainage and sewerage with or withoutpressure Glass-reinforced thermosetting plastics (GRP) based on unsaturatedpolyester resin (UP) Specifications for pipes, fittings and joints;English version EN 14364:2013,English translation of
3、DIN EN 14364:2013-05Kunststoff-Rohrleitungssysteme fr Abwasserleitungen und -kanle mit oder ohne Druck Glasfaserverstrkte duroplastische Kunststoffe (GFK) auf der Basis von ungesttigtemPolyesterharz (UP) Festlegungen fr Rohre, Formstcke und Verbindungen;Englische Fassung EN 14364:2013,Englische bers
4、etzung von DIN EN 14364:2013-05Systmes de canalisations en plastique pour lvacuation et lassainissement avec ousans pression Plastiques thermodurcissables renforcs de verre (PRV) base de rsine polyester nonsatur (UP) Spcifications pour tubes, raccords et assemblages;Version anglaise EN 14364:2013,Tr
5、aduction anglaise de DIN EN 14364:2013-05SupersedesDIN EN 14364:2009-02www.beuth.deDocument comprises 73 pagesIn case of doubt, the German-language original shall be considered authoritative.04.13DIN EN 14364:2013-05 2 A comma is used as the decimal marker. National foreword This document (EN 14364:
6、2013) has been prepared by Technical Committee CEN/TC 155 “Plastics piping systems and ducting systems” (Secretariat: NEN, Netherlands). The responsible German body involved in its preparation was the Normenausschuss Wasserwesen (Water Practice Standards Committee), Joint Working Committee NA 119-05
7、-28 GA (GA NAW/FNK) Kunststoffrohre in der Abwassertechnik. Amendments This standard differs from DIN EN 14364:2009-02 as follows: a) a number of test method references have been changed to the more up to date ISO methods; b) the diameter range has been extended to 4 000 mm; c) the axial strength ta
8、bles have been completed for all PN classes; d) the fittings clause has been restructured to be more practical; e) joint testing criteria have been updated. Previous editions DIN 19550: 1983-08 DIN 19565-1: 1989-03 DIN EN 1115-3: 1996-11 DIN EN 1115-5: 1996-11 DIN EN 1115-1: 1998-02 DIN EN 1636-3: 1
9、999-12 DIN EN 1636-5: 1999-12 DIN EN 14364: 2006-07, 2009-02 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 14364 February 2013 ICS 93.030 Supersedes EN 14364:2006+A1:2008English Version Plastics piping systems for drainage and sewerage with or without pressure - Glass-reinforced thermosetting
10、 plastics (GRP) based on unsaturated polyester resin (UP) - Specifications for pipes, fittings and joints Systmes de canalisations en plastique pour lvacuation et lassainissement avec ou sans pression - Plastiques thermodurcissables renforcs de verre (PRV) base de rsine de polyester non satur (UP) -
11、 Spcifications pour tubes, raccords et assemblages Kunststoff-Rohrleitungssyteme fr Abwasserleitungen und -kanle mit oder ohne Druck - Glasfaserverstrkte duroplastische Kunststoffe (GFK) auf der Basis von ungesttigtem Polyesterharz (UP) - Festlegungen fr Rohre, Formstcke und Verbindungen This Europe
12、an 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 without any alteration. Up-to-date lists and bibliographical references co
13、ncerning 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 language made by translation under the responsibility of a CEN member
14、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, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France
15、, 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 COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMI
16、TEE 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 14364:2013: EEN 14364:2013 (E) 2 Contents Page Foreword . 5 Introduction 6 1 Scope . 7 2 Normative references
17、8 3 Terms, definitions and symbols . 9 4 General requirements . 17 4.1 Classification 17 4.1.1 General . 17 4.1.2 Categories 17 4.1.3 Nominal size . 17 4.1.4 Nominal stiffness . 17 4.1.5 Nominal pressure . 17 4.2 Materials . 18 4.2.1 General . 18 4.2.2 Reinforcement 18 4.2.3 Resin . 19 4.2.4 Aggrega
18、tes and fillers 19 4.2.5 Elastomers 19 4.2.6 Metals 19 4.3 Wall construction . 19 4.3.1 Inner layer . 19 4.3.2 Structural layer . 19 4.3.3 Outer layer 19 4.4 Appearance 20 4.5 Reference conditions for testing . 20 4.5.1 Temperature . 20 4.5.2 Properties of water for testing . 20 4.5.3 Loading condit
19、ions 20 4.5.4 Preconditioning 20 4.5.5 Measurement of dimensions 20 4.6 Elapsed time for determination of long-term properties, (x) 20 4.7 Joints 20 4.7.1 General . 20 4.7.2 Types of joint 20 4.7.3 Flexibility of the jointing system 21 4.7.4 Sealing ring. 21 4.7.5 Adhesives . 21 5 Pipes 21 5.1 Geome
20、trical characteristics . 21 5.1.1 Diameter 21 5.1.2 Wall thickness 26 5.1.3 Length . 26 5.2 Mechanical characteristics 27 5.2.1 Initial specific ring stiffness . 27 5.2.2 Long-term specific ring stiffness under wet conditions . 28 5.2.3 Initial resistance to failure in a deflected condition 29 5.2.4
21、 Ultimate long-term resistance to failure in a deflected condition 31 DIN EN 14364:2013-05 EN 14364:2013 (E) 3 5.2.5 Initial specific longitudinal tensile strength 32 5.2.6 Initial failure and design pressures for pressure pipes 34 5.2.7 Long-term failure pressure 36 5.2.8 Resistance to strain corro
22、sion . 38 5.3 Marking . 40 6 Fittings . 41 6.1 General 41 6.2 Bends 42 6.2.1 Classification of bends . 42 6.2.2 Dimensions and tolerances of bends 42 6.3 Branches . 46 6.3.1 Classification of branches . 46 6.3.2 Dimensions and tolerances of branches . 47 6.4 Reducers . 49 6.4.1 Classification of red
23、ucers 49 6.4.2 Dimensions and tolerances of reducers 50 6.4.3 Mechanical characteristics of tapered section laminate. 51 6.5 Non Pressure Saddles 52 6.5.1 Classification of saddles 52 6.5.2 Dimensions and tolerances of saddles . 53 6.6 Flanges . 54 6.6.1 Classification of flanges . 54 6.6.2 Dimensio
24、ns and tolerances for flanged adaptors . 55 6.7 Marking . 56 7 Joint performance . 57 7.1 General 57 7.1.1 Interchangeability . 57 7.1.2 Test temperature 57 7.1.3 Non-pressure piping . 57 7.2 Dimensions . 57 7.3 Non-end-load-bearing flexible joints with elastomeric sealing rings . 57 7.3.1 General 5
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