1、April 2010 Translation by DIN-Sprachendienst.English price group 28No 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
2、93.030!$aB“1625831www.din.deDDIN EN 14636-1Plastics piping systems for non-pressure drainage and sewerage Polyester resin concrete (PRC) Part 1: Pipes and fittings with flexible jointsEnglish translation of DIN EN 14636-1:2010-04Kunststoff-Rohrleitungssysteme fr drucklos betriebene Abwasserkanle und
3、 -leitungen Gefllte Polyesterharzformstoffe (PRC) Teil 1: Rohre und Formstcke mit flexiblen VerbindungenEnglische bersetzung von DIN EN 14636-1:2010-04Systmes de canalisations en plastique pour les branchements et les collecteursdassainissement sans pression Bton de rsine polyester (PRC) Partie 1: T
4、ubes et raccords avec assemblages flexiblesTraduction anglaise de DIN EN 14636-1:2010-04www.beuth.deDocument comprises pagesIn case of doubt, the German-language original shall be considered authoritative.8204.10 DIN EN 14636-1:2010-04 A comma is used as the decimal marker. National foreword This st
5、andard has been prepared by Technical Committee CEN/TC 155 “Plastics piping systems and ducting systems” (Secretariat: NEN, Netherlands). The preliminary work was done by Working Group WG 14 “GRP Piping systems”. The responsible German body involved in its preparation was the Normenausschuss Wasserw
6、esen (Water Practice Standards Committee), Joint Working Committee NA 119-05-28 GA (GA NAW/FNK) Kunststoffrohre in der Abwassertechnik. 2 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 14636-1 November 2009 ICS 23.040.50; 93.030 English Version Plastics piping systems for non-pressure drainage
7、 and sewerage - Polyester resin concrete (PRC) - Part 1: Pipes and fittings with flexible joints Systmes de canalisations en plastique pour les branchements et les collecteurs dassainissement sans pression - Bton de rsine polyester (PRC) - Partie 1: Tubes et raccords avec assemblages flexibles Kunst
8、stoff-Rohrleitungssysteme fr drucklos betriebene Abwasserkanle und -leitungen - Gefllte Polyesterharzformstoffe (PRC) - Teil 1: Rohre und Formstcke mit flexiblen Verbindungen This European Standard was approved by CEN on 5 October 2009. CEN members are bound to comply with the CEN/CENELEC Internal R
9、egulations 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 concerning such national standards may be obtained on application to the CEN Management Centre or to any CEN member. T
10、his 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 into its own language and notified to the CEN Management Centre has the same status as the official versions. CEN members ar
11、e the national standards bodies of Austria, Belgium, Bulgaria, 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, Switze
12、rland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2009 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. E
13、N 14636-1:2009: E2 Contents Page Foreword 51 Scope 62 Normative references . 63 Terms, definitions, symbols and abbreviations 73.1 Terms and definitions 73.2 Symbols and abbreviations 104 General requirements . 144.1 Materials 144.2 Appearance . 144.3 Reference conditions for testing 144.4 Joints .
14、155 Pipes . 165.1 Classification 165.2 Designation . 165.3 Geometrical characteristics 175.4 Mechanical characteristics . 265.5 Marking of pipes. 306 Fittings . 306.1 General 306.2 Bends 316.3 Branches . 346.4 Marking of fittings 367 Joint performance . 367.1 General 367.2 Requirements . 368 Dangero
15、us substances . 399 Manufacturers installation recommendations 3910 Evaluation of conformity 3910.1 General 3910.2 Initial type testing. 4010.3 Factory production control (FPC) 4310.4 One-off products, pre-production products (e.g. prototypes) and products produced in very low quantities 46Annex A (
16、normative) Determination of a pipes crushing strength and ring bending tensile strength using a pipe test piece 47A.1 Scope 47A.2 Principle 47A.3 Apparatus . 47A.4 Test pieces 51A.5 Procedure . 51A.6 Calculations 51A.7 Test report 54EN 14636-1:2009 (E) DIN EN 14636-1:2010-04 3 Annex B (normative) De
17、termination of a pipes crushing strength or the ring bending tensile strength using test pieces sawn from a pipe . 55B.1 Scope . 55B.2 Principle . 55B.3 Apparatus 55B.4 Test piece 56B.5 Test procedure 57B.6 Calculations 59B.7 Test report . 60Annex C (normative) Assessment of longitudinal bending mom
18、ent resistance (BMR) . 61C.1 Scope . 61C.2 Principle . 61C.3 Apparatus 61C.4 Procedure 63C.5 Calculations 64C.6 Test report . 65Annex D (normative) Determination of the compressive strength of polyester resin concrete (PRC) using test pieces which are cut from a pipe 66D.1 Scope . 66D.2 Principle .
19、66D.3 Apparatus 66D.4 Test pieces 68D.5 Procedure 68D.6 Calculations 68D.7 Test report . 68Annex E (normative) Determination of the fatigue strength of a pipe under cyclic loading 69E.1 Scope . 69E.2 Principle . 69E.3 Apparatus 69E.4 Test pieces 70E.5 Procedure 71E.6 Calculations 71E.7 Test report .
20、 72Annex F (normative) Assessment of the leak-tightness of a pipe and its joints under short term exposure to internal water pressure . 74F.1 Scope . 74F.2 Principle . 74F.3 Apparatus 74F.4 Procedure 74F.5 Test report . 75Annex G (normative) Determination of the long-term crushing strength of a pipe
21、, including the effects of media attack, using the 50 years reference point . 76G.1 Scope . 76G.2 Principle . 76G.3 Apparatus 76G.4 Test pieces 77G.5 Test solutions . 78EN 14636-1:2009 (E) DIN EN 14636-1:2010-04 4 G.6 Procedure . 78G.7 Evaluation - Long-term (50 years) crushing strength 79G.8 Test r
22、eport 79Bibliography 80EN 14636-1:2009 (E) DIN EN 14636-1:2010-04 5 Foreword This document (EN 14636-1:2009) 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
23、 a national standard, either by publication of an identical text or by endorsement, at the latest by May 2010, and conflicting national standards shall be withdrawn at the latest by August 2011. Attention is drawn to the possibility that some of the elements of this document may be the subject of pa
24、tent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This European Standard consists of the following Parts: Plastics piping systems for non-pressure drainage and sewerage Polyester resin concrete (PRC): Part 1: Pipes and fittings with flexible
25、 joints; Part 2: Manholes and inspection chambers. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,
26、Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EN 14636-1:2009 (E) DIN EN 14636-1:2010-04 6 1 Scope This European Standard applies to pipes and
27、 fittings made from polyester resin concrete (PRC, see 3.1.23), intended to be used within a drain or sewer system operating without pressure. It applies to products for use in buried installations to be installed by open-trench techniques or pipe jacking. It applies to pipes, fittings and their joi
28、nts of nominal sizes from DN 150 to DN 3000 for circular cross-sections, from WN/HN 300/450 to WN/HN 1400/2100 for egg-shaped cross-sections and from DN 800 to DN 1800 for kite-shaped cross-sections. The intended use of these products is for the conveyance of sewage, rainwater and surface water at t
29、emperatures up to 50 C, without pressure or occasionally at a head of pressure up to 0,5 bar1), and installed in areas subjected to vehicle and/or pedestrian traffic. NOTE 1 The attention of readers is drawn to applicable requirements contained in EN 476. It specifies definitions, requirements and c
30、haracteristics of pipes, fittings, joints, materials, test methods and marking. The pipes are classified on the basis of the intended method of installation and cross-sectional shape. NOTE 2 It is the responsibility of the purchaser or specifier to make the appropriate selections, taking into accoun
31、t their particular requirements and any relevant national regulations and installation practices or codes. 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, t
32、he latest edition of the referenced document (including any amendments) applies. EN 637, Plastics piping systems Glass-reinforced plastics components Determination of the amounts of constituents using the gravimetric method EN 681-1, Elastomeric seals Material requirements for pipe joint seals used
33、in water and drainage applications Part 1: Vulcanized rubber EN 705, Plastics piping systems Glass-reinforced thermosetting plastics (GRP) pipes and fittings Methods for regression analyses and their use EN 1119, Plastics piping systems Joints for glass-reinforced thermosetting plastics (GRP) pipes
34、and fittings Test methods for leaktightness and resistance to damage of non-thrust resistant flexible joints with elastomeric sealing elements EN 13121-1, GRP tanks and vessels for use above ground Part 1: Raw materials Specification conditions and acceptance conditions EN ISO 75-2, Plastics Determi
35、nation of temperature of deflection under load Part 2: Plastics, ebonite and long-fibre-reinforced composites (ISO 75-2:2004) EN ISO 3126, Plastics piping systems Plastics components Determination of dimensions (ISO 3126:2005) 1)1 bar = 105N/m2= 0,1 MPaEN 14636-1:2009 (E) DIN EN 14636-1:2010-04 7 EN
36、 ISO 9001:2008, Quality management systems Requirements (ISO 9001:2008) 3 Terms, definitions, symbols and abbreviations 3.1 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1.1 adaptor fitting that provides for connections to structures, pipes of
37、other materials, or valves 3.1.2 angular deflection angle in degrees () between the axes of two adjacent pipes (see Figure 1 b) and c) 3.1.3 bend fitting that provides for a change of alignment within a pipeline 3.1.4 branch fitting comprising a pipe with one additional connecting pipe of equal or s
38、maller nominal size, DN or WN/HN (see 3.1.13 or 3.1.14), to connect two pipelines 3.1.5 design service temperature maximum sustained temperature in degrees Celsius (C) at which the system is expected to operate 3.1.6 draw D longitudinal movement in millimetres (mm) of a joint (see Figure 1 a) 3.1.7
39、laying length of a bend L distance in metres (m) from one end of the bend, excluding the spigot insertion depth, Li, of a socket end, where applicable, projected along the axis of that end of the bend to the point of intersection with the axis of the other end of the bend (see Figure 8) 3.1.8 laying
40、 length of a pipe L total length in metres (m) of a pipe, Ltot(see 3.1.20), minus, where applicable, the manufacturers recommended spigot(s) insertion depth, Li, in the socket. It is also known as the internal barrel length 3.1.9 fitting component comprising an adaptor, bend or branch EN 14636-1:200
41、9 (E) DIN EN 14636-1:2010-04 8 3.1.10 flexible joint joint that allows relative movement between the components being joined 3.1.11 minimum crushing load qcr,minshort-term load that a component is required to withstand during a crushing strength test, without failure (see 5.4.1.1, Equations (1) and
42、(2). It is expressed in kilonewtons per metre length (kN/m) or newtons per millimetre length (N/mm) 3.1.12 misalignment M amount by which the centrelines of adjacent pipes fail to coincide (see Figure 1 d) 3.1.13 nominal size DN alphanumerical designation of size for a component with a circular or k
43、ite-shaped bore NOTE 1 It is a convenient round number for reference purposes and is related to the internal diameter when expressed in millimetres. NOTE 2 The designation for reference or marking purposes consists of the letters DN plus a number e.g. DN 600. 3.1.14 nominal size WN/HN alphanumerical
44、 designation of size for a component with an egg-shaped bore NOTE 1 It is a convenient round number for reference purposes and is related to the internal width and height (wiand hi, see Figures 3 and 6) when expressed in millimetres. NOTE 2 The designation for reference or marking purposes consists
45、of the letters WN/HN plus two numbers e.g. WH/HN 300/450. 3.1.15 non-pressure pipe or fitting pipe or fitting not subject to an internal pressure greater than 0,5 bar 3.1.16 normal service conditions conveyance of surface water, rainwater or sewage, in the temperature range from 2 C to 50 C, without
46、 pressure, for 50 years 3.1.17 rerating factor multiplication factor that quantifies the relation between a mechanical, physical or chemical property at the service condition compared to the respective value at 23 C and 50 % relative humidity (R.H.) 3.1.18 strength class constant equal to the minimu
47、m short term crushing load of a component, qcr,min, (see 3.1.11), divided by one thousandth of either its nominal size (DN) or nominal width (WN) EN 14636-1:2009 (E) DIN EN 14636-1:2010-04 9 3.1.19 total draw Dtotsum of the draw, D, expressed in millimetres (mm), plus the additional longitudinal mov
48、ement of joint components, J (see Figure 1 b) and c), due to angular deflection, , (see 3.1.2 and Figure 1 b) and c) 3.1.20 total pipe length Ltotdistance in millimetres (mm) between two planes normal to the pipe axis and passing through the extreme end points of the pipe (see Figures 2 to 7) 3.1.21 type tests tests carried out in order to assess the fitness for purpose of a product or assembly of components to fulfil its or their function(s) in accordance with the product
