Plastics piping systems for water supply, and for drainage and sewerage under pressure - Polyethylene (PE) - Part 2: Pipes

This part of prEN 12201 specifies the characteristics of pipes made from polyethylene (PE) intended for the conveyance of water for human consumption, including raw water prior to treatment. It also specifies the test parameters for the test methods referred to in this standard. In conjunction with other Parts of prEN 12201 it is applicable to PE pipes, their joints and to joints with components of PE and other materials intended to be used under the following conditions: a) a maximum operating pressure, MOP, up to and including 25 bar; b) an operating temperature of 20 °C as a reference temperature.

Kunststoff-Rohrleitungssysteme für die Wasserversorgung und für Entwässerungs- und Abwasserdruckleitungen - Polyethylen (PE) - Teil 2: Rohre

Dieser Teil von EN 12201 legt die Anforderungen an erdverlegte und oberirdisch verlegte Rohre aus Poly¬ethy-len (PE 100, PE 80 und PE 40) fest, die für den Transport von Trinkwasser einschließlich des zur Aufbereitung vorgesehenen Rohwassers, für Ent¬wässerungs- und Ab¬wasser¬druckleitungen, Unterdruckentwässerungs-systeme sowie für den Transport von Brauchwasser vorgesehen sind.
ANMERKUNG 1   In Zusammenhang mit Rohrleitungsteilen aus PE für den Transport von Trinkwasser einschließlich des aufzubereitenden Rohwassers wird auf 5.3 des vorliegen¬den Teils von EN 12201 verwiesen. Rohrleitungsteile, die für den Transport von Brauchwasser sowie für Entwässerungs- und Abwasserleitungen gefertigt wurden, sind möglicherweise nicht für die Versorgung mit Trinkwasser geeignet.
Er legt auch die Prüfparameter für die Prüfverfahren fest, auf die in dieser Norm verwiesen wird.
Zusammen mit den Teilen 1 sowie 3 bis 5 der EN 12201 gilt dieser Teil für Rohre aus PE, deren Verbin¬dungen untereinander, mit anderen Rohrleitungsteilen aus PE sowie mit Rohrleitungsteilen aus anderen Werkstoffen, die zur Verwendung unter den folgenden Bedingungen vorgesehen sind:
a)   maximal zulässiger Betriebsdruck PFA bis 25 bar );
b)   eine Betriebstemperatur von 20 °C als Bezugstemperatur;
c)   erdverlegt;
d)   Entwässerung ins Meer (Siele);
e)   in Gewässern verlegt;
f)   oberirdisch verlegt, einschließlich Düker und Brückenleitungen.
ANMERKUNG 2   Für Anwendungsgebiete, in denen konstante Betriebstemperaturen von über 20 °C bis höchstens 40 °C auf¬treten, siehe prEN 12201-1:2010, Anhang A.
ANMERKUNG 3   Rohre mit Sperrschichten werden in diesem Dokument nicht behandelt.
EN 12201 enthält Festlegungen über maximal zulässige Betriebsdrücke und legt Anforderungen an die Ein-färbung von Rohrleitungsteilen sowie die Verwendung von Zusatzstoffen fest.
Drei Arten von Rohren werden behandelt:

Systèmes de canalisations en plastique pour l'alimentation en eau et pour les branchements et les collecteurs d'assainissement avec pression - Polyéthylène (PE) - Partie 2: Tubes

La présente partie de l'EN 12201 spécifie les caractéristiques des tubes en polyéthylène (PE 100, PE 80 et PE 40) pour des applications enterrées et non enterrées prévues pour le transport d'eau destinée à la consommation humaine, y compris l'eau brute avant traitement, les branchements et les collecteurs d'assainissement avec pression, les réseaux d'évacuation des eaux usées sous vide et l'eau destinée à d'autres usages
NOTE 1   Pour les composants en PE prévus pour le transport d'eau destinée à la consommation humaine et d'eau brute avant traitement, l'attention est attirée sur l'Article 5.3 de la présente partie de l'EN 12201. Les composants fabriqués pour l'eau destinée à des usages généraux et pour l'assainissement peuvent s'avérer inaptes pour l'alimentation en eau destinée à la consommation humaine.
Elle spécifie également les paramètres d'essai des méthodes d'essai auxquelles il est fait référence dans la présente norme.
Conjointement avec la Partie 1 et les Parties 3 à 5 de l'EN 12201, elle s'applique aux tubes en PE et à leurs assemblages, ainsi qu’à leurs assemblages avec des composants en PE et autres matières, destinés à être utilisés dans les conditions suivantes :
a)    avec une pression de service admissible, PFA, jusqu'à 25 bar ) ;
b)    à une température de service de 20 °C comme température de référence ;
c)    enterrés dans le sol ;
d)    comme émissaires de rejet en mer ;
e)    posés dans l'eau ;
f)    non enterrés, y compris canalisations suspendues sous des ponts.
NOTE 2   Pour les applications à température de service constante supérieure à 20 °C et jusqu'à 40 °C, voir Annexe A du prEN 12201-1:2010.
NOTE 3   Les systèmes de canalisations incluant des couches barrières ne sont pas couverts par ce document.
La norme EN 12201 couvre une plage de pressions de service admissibles et définit des exigences concernant les couleurs et les additifs.
Elle concerne trois types de tubes :

Cevni sistemi iz polimernih materialov za oskrbo z vodo in za odvodnjavanje in kanalizacijo pod tlakom - Polietilen (PE) - 2. del: Cevi

Ta del EN 12201 določa značilnosti cevi iz polietilena (PE), ki so namenjene prenosu vode za prehrano ljudi, vključno z neobdelano vodo pred obdelavo. Določa tudi preskusne parametre za preskusne metode, navedene v tem standardu. Skupaj z drugimi deli EN 12201 velja za PE-cevi, njihove spoje in spoje s komponentami iz PE in drugih materialov, namenjene uporabi v naslednjih pogojih: a) najvišji obratovalni tlak, MOP, do vključno 25 bar, b) obratovalna temperatura 20 °C kot referenčna temperatura.

General Information

Status
Withdrawn
Public Enquiry End Date
14-Apr-2010
Publication Date
07-Nov-2011
Withdrawal Date
13-Nov-2013
Current Stage
9900 - Withdrawal (Adopted Project)
Start Date
14-Nov-2013
Due Date
07-Dec-2013
Completion Date
14-Nov-2013

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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Cevni sistemi iz polimernih materialov za oskrbo z vodo in za odvodnjavanje in kanalizacijo pod tlakom - Polietilen (PE) - 2. del: CeviKunststoff-Rohrleitungssysteme für die Wasserversorgung und für Entwässerungs- und Abwasserdruckleitungen - Polyethylen (PE) - Teil 2: RohreSystèmes de canalisations en plastique pour l'alimentation en eau et pour les branchements et les collecteurs d'assainissement avec pression - Polyéthylène (PE) - Partie 2: TubesPlastics piping systems for water supply, and for drainage and sewerage under pressure - Polyethylene (PE) - Part 2: Pipes93.030Zunanji sistemi za odpadno vodoExternal sewage systems91.140.60Sistemi za oskrbo z vodoWater supply systems23.040.20Cevi iz polimernih materialovPlastics pipesICS:Ta slovenski standard je istoveten z:EN 12201-2:2011SIST EN 12201-2:2011en,fr,de01-december-2011SIST EN 12201-2:2011SLOVENSKI
STANDARDSIST EN 13244-2:2003SIST EN 12201-2:20031DGRPHãþD



SIST EN 12201-2:2011



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 12201-2
September 2011 ICS 23.040.20 Supersedes EN 12201-2:2003, EN 13244-2:2002English Version
Plastics piping systems for water supply, and for drainage and sewerage under pressure - Polyethylene (PE) - Part 2: Pipes
Systèmes de canalisations en plastique pour l'alimentation en eau et pour les branchements et les collecteurs d'assainissement avec pression - Polyéthylène (PE) - Partie 2: Tubes
Kunststoff-Rohrleitungssysteme für die Wasserversorgung und für Entwässerungs- und Abwasserdruckleitungen - Polyethylen (PE) - Teil 2: Rohre This European Standard was approved by CEN on 8 July 2011.
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 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 language 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, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2011 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 12201-2:2011: ESIST EN 12201-2:2011



EN 12201-2:2011 (E) 2 Contents Foreword . 3Introduction . 51Scope . 62Normative references . 73Terms and definitions, symbols and abbreviations . 74Material . 84.1Compound . 84.2Compound for identification stripes . 85General characteristics . 85.1Appearance . 85.2Colour . 85.3Effect on water quality . 96Geometrical characteristics . 96.1Measurements . 96.2Mean outside diameter, out-of-roundness (ovality) and tolerances . 96.3Wall thicknesses and their tolerances . 116.4Coiled pipe . 146.5Pipe lengths . 147Mechanical characteristics . 147.1Conditioning . 147.2Requirements . 147.3Retest in case of failure at 80 °C . 167.4Pipe stiffness for vacuum sewer systems . 168Physical characteristics . 168.1Conditioning . 168.2Requirements . 169Chemical characteristics of pipes in contact with chemicals . 1710Performance requirements . 1711Marking. 1811.1General . 1811.2Minimum required marking of pipes . 18Annex A(informative)
Relationship between PN, MRS, S and SDR . 19Annex B(normative)
Pipes with co-extruded layers . 20Annex C(normative)
Pipes with peelable layer . 22Annex D(normative)
Pipe stiffness for vacuum sewer systems . 24Bibliography . 26 SIST EN 12201-2:2011



EN 12201-2:2011 (E) 3 Foreword This document (EN 12201-2:2011) 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 identical text or by endorsement, at the latest by March 2012, and conflicting national standards shall be withdrawn at the latest by March 2012. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 12201-2:2003, EN 13244-2:2002.
System Standards are based on the results of the work being undertaken in ISO/TC 138, "Plastics pipes, fittings and valves for the transport of fluids", which is a Technical Committee of the International Organization for Standardization (ISO). They are supported by separate standards on test methods to which references are made throughout the System Standard.
The System Standards are consistent with general standards on functional requirements and on recommended practice for installation.
EN 12201 consists of the following parts:  EN 12201-1:, Plastics piping systems for water supply, and for drainage and sewerage under pressure — Polyethylene (PE) — Part 1: General;  EN 12201-2:, Plastics piping systems for water supply, and for drainage and sewerage under pressure — Polyethylene (PE) — Part 2: Pipes (this standard);  EN 12201-3:, Plastics piping systems for water supply, and for drainage and sewerage under pressure — Polyethylene (PE) — Part 3: Fittings;  EN 12201-4 , Plastics piping systems for water supply, and for drainage and sewerage under pressure — Polyethylene (PE) — Part 4: Valves for water supply systems;  EN 12201-5, Plastics piping systems for water supply, and for drainage and sewerage under pressure — Polyethylene (PE) — Part 5: Fitness for purpose of the system;  CEN/TS 12201-7, Plastics piping systems for water supply — Polyethylene (PE) — Part 7: Guidance for the assessment of conformity.
In this revision, the scope of this standard includes two additional types of pipe;-  PE pipes with co-extruded layers on either or both the outside and/or inside of the pipe as specified in Annex B, where all layers have the same MRS rating;  PE pipes with a peelable, contiguous thermoplastics additional layer on the outside of the pipe (‘coated pipe’) as specified in Annex C. In this revision, pipe diameters specified have been increased to 2500 mm. Test methods have been updated as appropriate and in accordance with other parts of this standard.
SIST EN 12201-2:2011



EN 12201-2:2011 (E) 4 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, Croatia, 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, Switzerland and the United Kingdom. SIST EN 12201-2:2011



EN 12201-2:2011 (E) 5 Introduction The System Standard, of which this is Part 2, specifies the requirements for a piping system and its components when made from polyethylene (PE). The piping system is intended to be used for water supply intended for human consumption, including the conveyance of raw water prior to treatment, drainage and sewerage under pressure, vacuum sewer systems, and water for other purposes. In respect of potential adverse effects on the quality of water intended for human consumption, caused by the product covered by EN 12201 (all parts): a) this standard provides no information as to whether the product may be used without restriction in any of the Member States of the EU or EFTA; b) products intended for use in water supply systems must comply, when existing, with national regulations and testing arrangements that ensure fitness for contact with drinking water. NOTE On April 2006, EC Commission set up a revised mandate (M/136) asking CEN to propose harmonised product standards and support standards for test methods which could be used for assessing the fitness for contact with drinking water. In parallel, EC Commission has launched processes for a regulation of construction products (CPR) to be substituted to CP directive (89/106/EEC) and for the revision of drinking water directive (98/83/EC). If relevant, when the outputs of these processes will be known, European Product Standards will be amended by the addition of an Annex Z under Mandate M136, which will contain formal references to the applicable requirements. Until such amendments, the current national regulations remain applicable. Requirements and test methods for material and components, other than pipes, are specified in
EN 12201-1:2011, EN 12201-3:2011 [1] and prEN 12201-4:2011 [2]. Characteristics for fitness of purpose are covered in EN 12201-5:2011 and CEN/TS 12201-7 [3] gives guidance for the assessment of conformity. This Part of EN 12201 covers the characteristics of pipes. SIST EN 12201-2:2011



EN 12201-2:2011 (E) 6 1 Scope This part of EN 12201 specifies the characteristics of pipes made from polyethylene (PE 100, PE 80 and PE 40) for buried and above ground applications, intended for the conveyance of water for human consumption, raw water prior to treatment, drainage and sewerage under pressure, vacuum sewer systems, and water for other purposes. NOTE 1 For PE components intended for the conveyance of water for human consumption and raw water prior to treatment attention is drawn to 5.3 of this European Standard. Components manufactured for water for general purposes, drainage and sewerage may not be suitable for water supply for human consumption. It also specifies the test parameters for the test methods referred to in this standard. In conjunction with Part 1 and Parts 3 to 5 of EN 12201, it is applicable to PE pipes, their joints and to joints with components of PE and other materials intended to be used under the following conditions: a) allowable operating pressure, PFA, up to 25 bar 1); b) an operating temperature of 20 °C as a reference temperature; c) buried in the ground; d) sea outfalls; e) laid in water; f) above ground, including pipes suspended below bridges.
NOTE 2 For applications operating at constant temperatures greater than 20 °C and up to 40 °C, see Annex A of
EN 12201-1:2011. NOTE 3 Pipes constructions including barrier layers are not covered by this document.
EN 12201 covers a range of allowable operating pressures and gives requirements concerning colours and additives. It covers three types of pipe:  PE pipes (outside diameter dn) including any identification stripes;  PE pipes with co-extruded layers on either or both the outside and/or inside of the pipe (total outside diameter dn) as specified in Annex B, where all layers have the same MRS rating;  PE pipes (outside diameter dn) with a peelable, contiguous thermoplastics additional layer on the outside of the pipe (‘coated pipe’) as specified in Annex C. NOTE 4 It is the responsibility of the purchaser or specifier to make the appropriate selections from these aspects, taking into account their particular requirements and any relevant national guidance or regulations and installation practices or codes. NOTE 5 Assessment of the resistance to slow crack growth of the PE pipe compound used for the manufacture of products to this document is required in accordance with Table 2 of EN 12201-1:2011.
1) 1 bar = 0,1 MPa = 105 Pa; 1 MPa = 1 N/mm2. SIST EN 12201-2:2011



EN 12201-2:2011 (E) 7 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 12201-1:2011, Plastics piping systems for water supply, and for drainage and sewerage under pressure — Polyethylene (PE) — Part 1: General EN 12201-5, Plastics piping systems for water supply, and for drainage and sewerage under pressure — Polyethylene (PE) — Part 5: Fitness for purpose of the system CEN/TR 15438, Plastics piping systems – Guidance for coding of products and their intended uses EN ISO 1133, Plastics — Determination of the melt mass-flow rate (MFR) and the melt volume-flow rate (MVR) of thermoplastics (ISO 1133:2005) EN ISO 1167-1, Thermoplastics pipes, fittings and assemblies for the conveyance of fluids — Determination of the resistance to internal pressure — Part 1: General method (ISO 1167-1:2006) EN ISO 1167-2, Thermoplastics pipes, fittings and assemblies for the conveyance of fluids — Determination of the resistance to internal pressure — Part 2: Preparation of pipe test pieces (ISO 1167-2:2006) EN ISO 2505, Thermoplastics pipes – Longitudinal reversion – Test method and parameters (ISO 2505:2005) EN ISO 3126, Plastics piping systems — Plastics components — Determination of dimensions (ISO 3126:2005) EN ISO 6259-1, Thermoplastics pipes — Determination of tensile properties — Part 1: General test method (ISO 6259-1:1997) EN ISO 9969, Thermoplastics pipes — Determination of ring stiffness (ISO 9969:2007)
EN ISO 13968, Plastics piping and ducting systems —Thermoplastics pipes — Determination of ring flexibility (ISO 13968:2008) ISO 4433-1:1997, Thermoplastics pipes — Resistance to liquid chemicals — Classification — Part 1: Immersion test method ISO 4433-2:1997, Thermoplastics pipes — Resistance to liquid chemicals — Classification — Part 2: Polyolefin pipes ISO 6259-3:1997, Thermoplastics pipes — Determination of tensile properties — Part 3: Polyolefin pipes ISO 11357-6, Plastics — Differential scanning calorimetry (DSC) — Part 6: Determination of oxidation induction time (isothermal OIT) and oxidation induction temperature (dynamic OIT) 3 Terms and definitions, symbols and abbreviations For the purposes of this document, the terms and definitions, symbols and abbreviations given in
EN 12201-1 apply. SIST EN 12201-2:2011



EN 12201-2:2011 (E) 8 4 Material 4.1 Compound The pipes shall be made from virgin material or own reprocessable material from the same PE compound or a mixture of both materials. Reprocessable material from pipes reprocessed with the peelable layer attached shall not be used. Own reprocessed material from the base pipe of peelable layer pipes can be used. For information on reprocessed material from coextruded pipe see B.1. The compound(s) from which the pipes are made shall conform to EN 12201-1. 4.2 Compound for identification stripes For black pipe with identification stripes (see 5.2), the compound used for these identification stripes shall be made from the same base polymer (PE) as one of the pipe compounds for which fusion compatibility has been proven. 5 General characteristics 5.1 Appearance When viewed without magnification the internal and external surfaces of pipes shall be smooth and clean and shall have no scoring, cavities, and other surface defects to an extent that would prevent conformity to this standard.
The ends of the pipe shall be cut cleanly and square to the axis of the pipe. 5.2 Colour Pipes intended for the conveyance of water for human consumption shall be black or blue. In addition, black pipes may be identified by blue stripes, according to national preference. Blue pipes or black pipes with blue stripes are intended for the conveyance of water for human consumption only.
Pipes intended for other purposes, drainage and sewerage shall be black or black with brown stripes or according to national preference.
The outer coextruded layer of coextruded pipes (see Annex B) or the outer peelable layer of peelable layer pipes (see Annex C) for pipe intended for the conveyance of water for human consumption shall be either black or blue. In addition identification stripes may be used according to national preference for the application. The outer coextruded layer of coextruded pipes (see Annex B) or the outer peelable layer of peelable layer pipes (see Annex C) for pipe intended for other purposes shall be either black or black with brown stripes or brown or according to national preference. In addition identification stripes of a different colour may be used according to national preference for the application.
NOTE 1 In some countries, pipes made from non-pigmented compound in conjunction with an external peelable layer are permitted, providing the compound conforms to the requirements of this standard. If this is allowed in a country, this should be clearly stated in the national foreword. NOTE 2 For above ground installations, all components other than black should be protected from direct UV light. NOTE 3 The national preference for colour should be stated in the National Foreword. SIST EN 12201-2:2011



EN 12201-2:2011 (E) 9 5.3 Effect on water quality For compounds intended to be used for components in contact with water for human consumption, attention is drawn to the requirements of national regulations. 6 Geometrical characteristics 6.1 Measurements The dimensions of the pipe shall be measured in accordance with EN ISO 3126 and rounded to the next 0,1 mm. In the case of dispute the measurements of dimensions shall be made not less than 24 h after manufacture after being conditioned for at least 4 h at (23 ± 2) °C. NOTE 1 Indirect measurement during the stage of production is allowed at shorter time periods providing evidence is shown of correlation. NOTE 2 The national preference for pipe size and PN rating may be given in the National Foreword. 6.2 Mean outside diameter, out-of-roundness (ovality) and tolerances The mean outside diameters, dem, and the out-of-roundness (ovality) shall be in accordance with Table 1. For coiled pipes, the maximum out-of roundness shall be specified by agreement between the manufacturer and the end-user. Pipe extruded from PE 40 materials shall be limited to diameters up to and including 63 mm. NOTE 1 In some countries pipe in PE 40 materials may be used in diameters up to and including 90 mm. If this is the case this should be stated in the National Foreword. SIST EN 12201-2:2011



EN 12201-2:2011 (E) 10 Table 1 — Mean outside diameters and out-of-roundness Dimensions in millimetres Nominal size DN/OD Nominal outside diameter Mean outside diameter a Maximum out-of-roundness (ovality) b,d dn dem,min dem,max 16 20 25 32 40 50 63 75 90 110 125 140 160 180 200 225 250 280 315 355 400 450 500 560 630 710 800 900
1 000
1 200 1 400 1 600 1 800 2 000
2 250
2 500 16 20 25 32 40 50 63 75 90 110 125 140 160 180 200 225 250 280 315 355 400 450 500 560 630 710 800 900 1 000 1 200 1 400 1 600 1 800 2 000
2 250
2 500
16,0 20,0 25,0 32,0 40,0 50,0 63,0 75,0 90,0 110,0 125,0 140,0 160,0 180,0 200,0 225,0 250,0 280,0 315,0 355,0 400,0 450,0 500,0 560,0 630,0 710,0 800,0 900,0 1 000,0 1 200,0 1 400,0 1 600,0
1 800,0 2 000,0
2 250,0
2 500,0 16,3 20,3 25,3 32,3 40,4 50,4 63,4 75,5 90,6 110,7 125,8 140,9 161,0 181,1 201,2 226,4 251,5 281,7 316,9 357,2 402,4 452,7 503,0 563,4 633,8 716,4 807,2 908,1 1 009,0 1 210,8 c 1 412,6 c 1 614,4 c 1 816,2 c
2 018,0 c
2270,3 c
2522,5 c
1,2 1,2 1,2 1,3 1,4 1,4 1,5 1,6 1,8 2,2 2,5 2,8 3,2 3,6 4,0 4,5 5,0 9,8 11,1 12,5 14,0 15,6 17,5 19,6 22,1 24,9 28,0 — — — — — —



a
In accordance with ISO 11922-1:1997 [7] grade B for sizes ≤ 630 and grade A for sizes > 710 except for dn 40 and 50. b In accordance with ISO 11922-1:1997 [7] grade N for sizes ≤ 630 and is measured at the point of manufacture. c
Tolerance calculated as 0,009dn and does not conform to grade A in ISO 11922-1:1997 [7]. d For straight lengths of pipe with diameters ≥ 900 the maximum out-of-roundness shall be agreed between the manufacturer and the purchaser.
NOTE 2 Tolerance bands in accordance with ISO 11922-1:1997 [7] are calculated using the following formulae, as applicable. a)
Grade A: 0,009dn rounded to the next greater 0,1 mm with a minimum value of 0,3 mm and a maximum value of 10,0 mm; b)
Grade B: 0,006dn rounded up to the next greater 0,1 mm with a minimum value of 0,3 mm and a maximum value of 4,0 mm; c)
Grade N:
SIST EN 12201-2:2011



EN 12201-2:2011 (E) 11 for diameters ≤ 75 mm: (0,008dn + 1) mm; for diameters ≥ 90 mm and ≤ 250 mm: (0,02dn) mm; for diameters > 250 mm: (0,035dn) mm, rounded to next greater 0,1 mm. 6.3 Wall thicknesses and their tolerances The wall thickness shall be in accordance with Table 2. NOTE 1 The relationship between PN, MRS, S and SDR is given in Table A.1. SIST EN 12201-2:2011



EN 12201-2:2011 (E) 12 Table 2 — Wall thicknesses Dimensions in millimetres Pipe series
SDR 6 SDR 7,4 SDR 9 SDR 11 SDR 13,6 SDR 17
S 2,5 S 3,2 S 4 S 5 S 6,3 S 8
Nominal pressure, PN a in bar PE 40 — PN 10 — PN 6 — PN 4 PE 80 PN 25 PN 20 PN 16 PN 12,5 PN 10 PN 8 PE 100 — PN 25 PN 20 PN 16 PN 12,5 PN 10 Nom.
size DN/OD Wall thicknesses b emin emax emin emax emin emax emin emax emin emax emin emax 16 20 25 32 40 50 63 75 90 110 125 140 160 180 200 225 250 280 315 355 400 450 500 560 630 710 800 900 1000 1200 1400 1600 1800 2000
3,0 c 3,4 4,2 5,4 6,7 8,3 10,5 12,5 15,0 18,3 20,8 23,3 26,6 29,9 33,2 37,4 41,5 46,5 52,3 59,0 - - - - - - - - - - - - - - 3,4 3,9 4,8 6,1 7,5 9,3 11,7 13,9 16,7 20,3 23,0 25,8 29,4 33,0 36,7 41,3 45,8 51,3 57,7 65,0 - - - - - - - - - - - - - - 2,3 c 3,0 c 3,5 4,4 5,5 6,9 8,6 10,3 12,3 15,1 17,1 19,2 21,9 24,6 27,4 30,8 34,2 38,3 43,1 48,5 54,7 61,5 - - - - - - - - - - - - 2,7 3,4 4,0 5,0 6,2 7,7 9,6 11,5 13,7 16,8 19,0 21,3 24,2 27,2 30,3 34,0 37,8 42,3 47,6 53,5 60,3 67,8 - - - - - - - - - - - - 2,0 c2,33,0 c3,6 4,55,67,18,4 10,112,314,015,7 17,920,122,425,2 27,931,335,239,7 44,750,355,862,5 70,379,389,3- - - - - - - 2,3 2,7 3,4 4,1 5,1 6,3 8,0 9,4 11,3 13,7 15,6 17,4 19,8 22,3 24,8 27,9 30,8 34,6 38,9 43,8 49,3 55,5 61,5 68,9 77,5 87,4 98,4 - - - - - - - - 2,0 c2,3 3,0 c 3,7 4,6 5,8 6,8 8,2 10,0 11,4 12,7 14,6 16,4 18,2 20,5 22,7 25,4 28,6 32,2 36,3 40,9 45,4 50,8 57,2 64,5 72,6 81,7 90,8 - - - - - - 2,32,73,4 4,25,26,57,6 9,211,112,714,1 16,218,220,222,7 25,128,131,635,6 40,145,150,156,0 63,171,180,090,0 100,0- - - - - - - 2,0 c2,4 3,03,74,75,6 6,78,19,210,3 11,813,314,716,6 18,420,623,226,1 29,433,136,841,2 46,352,258,866,1 73,488,2102,9117,5 - - - - 2,3 2,8 3,5 4,2 5,3 6,3 7,5 9,1 10,3 11,5 13,1 14,8 16,3 18,4 20,4 22,8 25,7 28,9 32,5 36,6 40,6 45,5 51,1 57,6 64,8 72,9 80,9 97,2 113,3 129,4 - - - - - 2,0 c 2,4 3,0 3,8 4,5 5,4 6,6 7,4 8,3 9,5 10,7 11,9 13,4 14,8 16,6 18,7 21,1 23,7 26,7 29,7 33,2 37,4 42,1 47,4 53,3 59,3 71,1 83,0 94,84 106,6 118,4 - - - 2,3 2,8 3,4 4,3 5,1 6,1 7,4 8,3 9,3 10,6 11,9 13,2 14,9 16,4 18,4 20,7 23,4 26,2 29,5 32,8 36,7 41,3 46,5 52,3 58,8 65,4 78,4 91,5 104,4 117,4 130,4 a PN values are based on C = 1,25. b Tolerances in accordance with grade V of ISO 11922-1:1997 [7]. c The calculated value of emin. (ISO 4065:1996 [5]) is rounded up to the nearest value of either 2,0, 2,3 or 3,0. This is to satisfy certain national requirements.
SIST EN 12201-2:2011



EN 12201-2:2011 (E) 13 Table 2 — Wall thicknesses (continued) Dimensions in millimetres Pipe series
SDR 21 SDR26 SDR 33 SDR 41
S 10 S 12,5 S 16 S 20 Nominal pressure, PN a in bar PE 40 — — — — PE 80 PN 6
PN 5 PN 4 PN 3,2 PE 100 PN 8 PN 6
PN 5 PN 4 Nom. size DN/OD Wall thicknesses b emin emax emin emax emin emax emin emax 16 20 25 32 40 50 63 75 90 110 125 140 160 180 200 225 250 280 315 355 400 450 500 560 630 710 800 900 1000 1200 1400 1600 1800 2000
2250
2500 - - - - 2,0 c 2,4 3,0 3,6 4,3 5,3 6,0 6,7 7,7 8,6 9,6 10,8 11,9 13,4 15,0 16,9 19,1 21,5 23,9 26,7 30,0 33,9 38,1 42,9 47,7 57,2 66,7 76,2 85,8 95,3
107,2
119,1 - - - - 2,3 2,8 3,4 4,1 4,9 6,0 6,7 7,5 8,6 9,6 10,7 12,0 13,2 14,9 16,6 18,7 21,2 23,8 26,4 29,5 33,1 37,4 42,1 47,3 52,6 63,1 73,5 84,0 94,5 105,0
118,1
131,2 - - - - - 2,02,52,9 3,54,24,85,4 6,26,97,78,6 9,610,712,113,6 15,317,219,121,4 24,127,230,634,4 38,245,953,561,2 68,876,4
86,0
95,6 - - - - - 2,3 2,9 3,3 4,0 4,8 5,4 6,1 7,0 7,7 8,6 9,6 10,7 11,9 13,5 15,1 17,0 19,1 21,2 23,7 26,7 30,1 33,8 38,3 42,2 50,6 59,0 67,5 75,8 84,2
94,8
105,2 - - - - - - - - - - - - - - - - - - 9,710,9 12,313,815,317,2 19,321,824,527,6 30,636,742,949,0 55,161,2
70,0
77,7
- - - - - - - - - - - - - - - - - - 10,8 12,1 13,7 15,3 17,0 19,1 21,4 24,1 27,1 30,5 33,5 40,5 47,3 54,0 60,8 67,5
77,2
85,6 - - - - - - - - - - - - - - - - - - 7,7 8,7 9,8 11,0 12,3 13,7 15,4 17,4 19,6 22,0 24,5 29,4 34,3 39,2 44,0 48,9
55,0
61,2 - - - - - - - - - - - - - - - - - - 8,6 9,7 10,9 12,2 13,7 15,2 17,1 19,3 21,7 24,3 27,1 32,5 37,9 43,3 48,6 53,9
60,7
67,5 a PN values are based on C = 1,25. b Tolerances in accordance with grade V of ISO 11922-1:1997 [7]. c
The calculated value of emin. (ISO 4065:1996 [5]) is rounded up to the nearest value of either 2,0, 2,3 or 3,0. This is to satisfy certain national requirements.
NOTE 2 Grade V tolerances are in accordance with ISO 11922-1:1997 [7] and calculated from the following formula:
SIST EN 12201-2:2011



EN 12201-2:2011 (E) 14 (0,1emin + 0,1) mm, rounded to the next 0,1 mm higher. For certain applications
en
> 30 mm
tolerance grade T in accordance with ISO 11922-1:1997 [7] can be used and the tolerance calculated from the following formula: 0,15emin, rounded to next higher 0,1 mm. 6.4 Coiled pipe During production the pipe shall be coiled such that localised deformation, e.g. buckling and kinking, is prevented. The minimum internal diameter of the coil shall be not less than 18dn. NOTE If smaller coil diameters are necessary, they shall be agreed between the manufacturer and the end user.
6.5 Pipe lengths No requirements have been set concerning particular lengths of coiled or straight pipe or the tolerance thereon; hence it is necessary for lengths of pipe to be supplied by agreement between purchaser and manufacturer. 7 Mecha
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