1、February 2014 Translation by DIN-Sprachendienst.English price group 14No 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).I
2、CS 93.030!%,B“2093158www.din.deDDIN EN 15383Plastics piping systems for drainage and sewerage Glass-reinforced thermosetting plastics (GRP) based on polyesterresin (UP) Manholes and inspection chambers;English version EN 15383:2012+A1:2013,English translation of DIN EN 15383:2014-02Kunststoff-Rohrle
3、itungssysteme fr Abwasserleitungen und -kanle Glasfaserverstrkte duroplastische Kunststoffe (GFK) auf der Basis vonPolyesterharz (UP) Einsteig- und Kontrollschchte;Englische Fassung EN 15383:2012+A1:2013,Englische bersetzung von DIN EN 15383:2014-02Systmes de canalisations en plastique pour les bran
4、chements et collecteursdassainissement Plastiques thermodurcissables renforcs de verre (PRV) base de rsine depolyester (UP) Regards et botes de branchement et dinspection;Version anglaise EN 15383:2012+A1:2013,Traduction anglaise de DIN EN 15383:2014-02SupersedesDIN EN 15383:2013-03www.beuth.deDocum
5、ent comprises 31 pagesIn case of doubt, the German-language original shall be considered authoritative.01.14 DIN EN 15383:2014-02 2 A comma is used as the decimal marker. National foreword This document (EN 15383:2012+A1:2013) has been prepared by Technical Committee CEN/TC 155 “Plastics piping syst
6、ems and ducting systems” (Secretariat: NEN, Netherlands). The preliminary work was done by Working Group WG 20 “Thermoplastics ancillaries for soil and waste discharge and gravity buried drainage and sewerage systems”. The responsible German body involved in its preparation was the Normenausschuss W
7、asserwesen (Water Practice Standards Committee), Joint Working Committee NA 119-05-28 GA (GA NAW/FNK) Kunststoffrohre in der Abwassertechnik. Amendments This standard differs from DIN EN 15383:2013-03 as follows: a) the test temperature for the joint tests has been brought in line with the product s
8、tandards for GRP pipes, EN 1796 and EN 14364. Previous editions DIN 19565-5: 1990-11 DIN EN 15383: 2013-03 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 15383:2012+A1 October 2013 ICS 93.030 Supersedes EN 15383:2012 English Version Plastics piping systems for drainage and sewerage - Glass-rei
9、nforced thermosetting plastics (GRP) based on polyester resin (UP) - Manholes and inspection chambers Systmes de canalisations en plastique pour les branchements et collecteurs dassainissement - Plastiques thermodurcissables renforcs de verre (PRV) base de rsine de polyester (UP) - Regards et botes
10、de branchement et dinspection Kunststoff-Rohrleitungssysteme fr Abwasserleitungen und -kanle - Glasfaserverstrkte duroplastische Kunststoffe (GFK) auf der Basis von Polyesterharz (UP) - Einsteig- und Kontrollschchte This European Standard was approved by CEN on 27 October 2012 and includes Amendment
11、 1 approved by CEN on 10 September 2013. 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 suc
12、h 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
13、 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, Germany, G
14、reece, 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 KOMITEE FR NORMU
15、NG CEN-CENELEC 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 15383:2012+A1:2013: E EN 15383:2012+A1:2013 (E) 2 Contents Page Foreword . 4 1 Scope . 5 2 Normative reference
16、s 5 3 Terms, definitions and symbols . 6 4 General requirements 12 4.1 Classification . 12 4.1.1 Categories . 12 4.1.2 Nominal stiffness . 12 4.2 Materials for shaft or chamber units 12 4.2.1 General 12 4.2.2 Elastomers 12 4.2.3 Metals 12 4.3 Reference conditions for testing . 13 4.3.1 Temperature 1
17、3 4.3.2 Properties of water for testing . 13 4.3.3 Loading conditions 13 4.3.4 Preconditioning . 13 4.3.5 Measurement of dimensions . 13 4.4 Joints . 13 4.4.1 Types of joint . 13 4.4.2 Length and diameter of joint . 13 4.4.3 Flexibility of the jointing system 13 4.4.4 Sealing ring . 13 4.4.5 Adhesiv
18、es 13 4.5 Joint performance . 14 4.5.1 Performance requirements . 14 4.5.2 Interchangeability 14 4.5.3 Test pieces 15 4.5.4 Number of test pieces for type test purposes . 15 4.5.5 Test temperature . 15 4.5.6 Flexible joints with elastomeric sealing rings 15 4.5.7 Rigid joints of the wrapped or cemen
19、ted type . 15 4.5.8 Test parameters 15 5 Geometrical characteristics 16 5.1 Diameter, wall thickness and length of GRP-UP shaft and chamber components Dimensional requirement 16 5.2 Size of openings in manholes . 16 6 Mechanical characteristics . 16 6.1 General . 16 6.2 Longitudinal compressive stre
20、ngth . 16 6.2.1 Initial longitudinal compressive stress at break 16 6.2.2 Requirements 16 6.3 Longitudinal compressive load 17 6.3.1 General 17 6.3.2 Ultimate longitudinal load, Fult17 6.3.3 Manufacturers declared load for which a manhole or inspection chamber ring is designed, Fjand the permissible
21、 force, Fperm, p. 17 DIN EN 15383:2014-02 EN 15383:2012+A1:2013 (E) 3 7 Leak-tightness of manholes and inspection chambers and their joints 18 8 Minimum required marking . 18 9 Ancillary products . 19 9.1 Manhole and inspection chamber tops . 19 9.2 Manhole steps and ladders. 19 9.2.1 Location of st
22、eps . 19 9.2.2 Load bearing capacity of installed steps . 20 9.3 Precast concrete components 21 10 Dangerous substances . 21 11 Manufacturers installation recommendations . 21 12 Evaluation of conformity . 21 Annex A (normative) Determination of the longitudinal compressive properties measured on pr
23、ism shaped test pieces 22 A.1 Scope 22 A.2 General . 22 A.3 Test-pieces . 22 A.4 Test equipment . 25 A.5 Test procedure 25 A.6 Calculation and expression of results . 25 A.7 Test report. 26 Annex B (normative) Determination of the resistance of installed steps to vertical or horizontal loading . 27
24、B.1 Scope 27 B.2 Principle 27 B.3 Apparatus 27 B.4 Preparation . 27 B.5 Procedure . 28 B.6 Test report. 29 DIN EN 15383:2014-02 EN 15383:2012+A1:2013 (E) 4 Foreword This document (EN 15383:2012+A1:2013) has been prepared by Technical Committee CEN/TC 155 “Plastics piping systems and ducting systems”
25、, 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 April 2014, and conflicting national standards shall be withdrawn at the latest by April 2014. Attention
26、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 15383:2012. This document includes Amendment 1 approved by CEN on 20
27、13-09-10. The start and finish of text introduced or altered by amendment is indicated in the text by tags !“. This European Standard is a System Standard for manholes and inspection chambers made for plastics piping systems using glass-reinforced thermosetting plastics (GRP) based on unsaturated po
28、lyester resin (UP), for drainage and sewerage. For manholes and inspection chambers, which have conformed to the relevant national standard before the date of availability (2012-12-05), as shown by the manufacturer or by a certification body, the national standard may continue to be applied until th
29、e (2014-12-19). According to the CEN-CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedo
30、nia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 15383:2014-02 EN 15383:2012+A1:2013 (E) 5 1 Scope This European
31、Standard applies to a) manholes, when made from glass-reinforced thermosetting plastics (GRP) based on polyester resin (UP); b) inspection chambers, when made from glass-reinforced thermosetting plastics (GRP) based on polyester resin (UP) which are intended to be used with inverts which are at a de
32、pth not exceeding 2 m. These products are intended to be used within a drain or sewer system operating without pressure or occasionally at a head of pressure up to 1 bar. It applies to products, and their joints, intended for use in buried installations and to be installed by open-trench techniques.
33、 The units have a circular shape with nominal sizes not exceeding the maximum nominal size specified in EN 14364. The intended use of these products is to provide access to, buried drain or sewer systems for the conveyance of waste water at temperatures up to 50 C, without pressure or occasionally a
34、t a head of pressure up to 1 bar, outside buildings and installed in areas subjected to vehicle and/or pedestrian traffic. It specifies definitions including symbols, requirements and characteristics of manholes, inspection chambers, joints, materials, test methods and marking. NOTE It is the respon
35、sibility of the purchaser or specifier to make the appropriate selections, taking into account their particular requirements and any relevant national regulations and installation practices or codes. 2 Normative references The following documents, in whole or in part, are normatively referenced in t
36、his document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 124, Gully tops and manhole tops for vehicular and pedestrian areas Design requir
37、ements, type testing, marking, quality control EN 476, General requirements for components used in drains and sewers EN 681-1, Elastomeric seals Materials requirements for pipe joint seals used in water and drainage applications Part 1: Vulcanized rubber EN 1119, Plastics piping systems Joints for g
38、lass-reinforced thermosetting plastics (GRP) pipes and fittings Test methods for leaktightness and resistance to damage of non-thrust resistant flexible joints with elastomeric sealing elements EN 1917, Concrete manholes and inspection chambers, unreinforced, steel fibre and reinforced EN 13101, Ste
39、ps for underground man entry chambers Requirements, marking, testing and evaluation of conformity EN 14364:2006+A1:2008, Plastics piping systems for drainage and sewerage with or without pressure Glass-reinforced thermosetting plastics (GRP) based on unsaturated polyester resin (UP) Specifications f
40、or pipes, fittings and joints EN 14396, Fixed ladders for manholes DIN EN 15383:2014-02 EN 15383:2012+A1:2013 (E) 6 CEN/TS 14632, Plastics piping systems for drainage, sewerage and water supply, pressure and non-pressure Glass-reinforced thermosetting plastics (GRP) based on unsaturated polyester re
41、sin (UP) Guidance for the assessment of conformity EN ISO 604:2003, Plastics Determination of compressive properties (ISO 604:2002) EN ISO 3126, Plastics piping systems Plastics components Determination of dimensions (ISO 3126) ISO 2602, Statistical interpretation of test results Estimation of the m
42、ean Confidence interval ISO 8533, Plastics piping systems for pressure and non-pressure drainage and sewerage Glass-reinforced thermosetting plastics (GRP) systems based on unsaturated polyester (UP) resin Test methods to prove the design of cemented or wrapped joints 3 Terms, definitions and symbol
43、s For the purposes of this document, the following terms, definitions and symbols and those in EN 14364:2006+A1:2008 apply. 3.1 adjusting unit component of a manhole used above the cover slab to adjust the height of the structure and accommodate a cover and frame (see Figure 2) 3.2 base unit vertica
44、l component with integral base, with or without benching (see Figure 2), incorporating appropriate flexible joints to provide watertight connections to pipelines with or without integral connecting pipe(s) or adaptors 3.3 chamber unit vertical component of uniform cross-section (see Figure 2) Note 1
45、 to entry: It is classified by its nominal size and its internal height. Chamber units may incorporate flexible joints providing watertight connections to a pipeline. 3.4 connecting pipe short pipe having plain, socket or spigot ends which provides a connection between a pipeline and a manhole 3.5 c
46、over slab horizontal unit, forming the roof of a chamber or shaft, which incorporates an opening for access and above which adjusting unit(s) and/or a cover and frame are intended to fit (see Figure 2) Note 1 to entry: Normally a cover slab is made of reinforced precast concrete. 3.6 external diamet
47、er demean external diameter of the shaft or chamber unit at any cross section except the joint Note 1 to entry: External diameter is expressed in millimetres (mm). DIN EN 15383:2014-02 EN 15383:2012+A1:2013 (E) 7 3.7 inspection chamber drainage or sewerage fitting used to connect drainage or sewerag
48、e installations and/or to change the direction of drainage or sewerage runs, which terminates at ground level with a riser shaft having an internal diameter not less than 200 mm and not more than 800 mm diameter (see Figure 2) Note 1 to entry: The termination at ground level permits the introduction of cleaning, inspection and test equipment and the removal of debris but does not provide access for personnel. 3.8 internal diameter diexternal diameter of a unit minus twice its wall thickne
