SIST EN 15383:2013+A1:2013

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Kunststoff-Rohrleitungssysteme für Abwasserleitungen und -kanäle - Glasfaserverstärkte duroplastische Kunststoffe (GFK) auf der Basis von Polyesterharz (UP) - Einsteig- und KontrollschächteSystèmes de canalisations en plastique pour les branchements et collecteurs d'assainissement - Plastiques thermodurcissables renforcés de verre (PRV) à base de résine de polyester (UP) - Regards et boîtes de branchement et d'inspectionPlastics piping systems for drainage and sewerage - Glass-reinforced thermosetting plastics (GRP) based on polyester resin (UP) - Manholes and inspection chambers93.030Zunanji sistemi za odpadno vodoExternal sewage systems83.120Reinforced plastics23.040.20Cevi iz polimernih materialovPlastics pipesICS:Ta slovenski standard je istoveten z:EN 15383:2012+A1:2013SIST EN 15383:2013+A1:2013en,fr,de01-december-2013SIST EN 15383:2013+A1:2013SLOVENSKI
STANDARDSIST EN 15383:20131DGRPHãþD

EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 15383:2012+A1
October 2013 ICS 93.030 Supersedes EN 15383:2012
English Version
Plastics piping systems for drainage and sewerage - Glass-reinforced thermosetting plastics (GRP) based on polyester resin (UP) - Manholes and inspection chambers
Systèmes de canalisations en plastique pour les branchements et collecteurs d'assainissement - Plastiques thermodurcissables renforcés de verre (PRV) à base de résine de polyester (UP) - Regards et boîtes de branchement et d'inspection
Kunststoff-Rohrleitungssysteme für Abwasserleitungen und -kanäle - Glasfaserverstärkte duroplastische Kunststoffe (GFK) auf der Basis von Polyesterharz (UP) - Einsteig- und Kontrollschächte This European Standard was approved by CEN on 27 October 2012 and includes Amendment 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 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, 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.
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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 SIST EN 15383:2013+A1:2013

Determination of the longitudinal compressive properties measured on prism 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 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
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 depth 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. 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 at 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 responsibility 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 this 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 requirements, 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 glass-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, Steps 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 for pipes, fittings and joints EN 14396, Fixed ladders for manholes SIST EN 15383:2013+A1:2013

External diameter is expressed in millimetres (mm). SIST EN 15383:2013+A1:2013

Note 1 to entry: Internal diameter is calculated using Formula (1) and expressed in millimetres: di = de − 2e (1) where de is the external diameter of the unit, expressed in millimetres (mm); e is the wall thickness of the unit, expressed in millimetres (mm). 3.9 manhole chamber, with a removable cover, constructed on a drain or sewer to permit entry by personnel (having an internal diameter not less than 800 mm) (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 as well as providing access for personnel. Note 2 to entry: Manhole components are subject to national safety regulations and/or local provisions regarding man-entry limitations. The installer should check for compliance prior to installation. 3.10 normal service conditions conveyance of wastewater, in the temperature range from 2 °C to 50 °C, without pressure 3.11 reducing slab horizontal transition unit, normally made of reinforced precast concrete, forming the roof of a chamber, which incorporates an opening for access from the shaft to the chamber and above which shaft units are intended to fit (see Figure 2) 3.12 shaft unit vertical component of uniform cross-section (see Figure 2) Note 1 to entry: When incorporated in a manhole together with chamber units shaft units have a smaller nominal size than the chamber units.
Note 2 to entry: Shaft units are classified by their nominal size and internal height (see Figure 2). 3.13 flexible joint joint which allows relative movement between the components being joined EXAMPLE Socket-and-spigot joint with an elastomeric sealing element (including double socket designs). SIST EN 15383:2013+A1:2013

safety factor applied to the ultimate longitudinal load to determine the theoretical design load Fd,calc (see 3.20). 3.19 design load Fd manufacturer's declared value of the longitudinal compressive load that a manhole or inspection chamber ring can withstand during operation, taking into account the material safety coefficient,
(see 3.18) Note 1 to entry: Design load is expressed in kilonewtons (kN) and is calculated using the following formula: ν×=ultdFF 3.20 theoretical design load Fd, calc calculated value of the maximum concentric longitudinal compressive load that a manhole or inspection chamber ring can be expected to withstand during operation, taking into account the material safety coefficient,
(see 3.18) Note 1 to entry: Theoretical design load is expressed in kilonewtons (kN). SIST EN 15383:2013+A1:2013

(see 3.18) Note 1 to entry: Permissible eccentric force on the manhole or inspection chamber unit is expressed in kilonewtons (kN). 3.22 minimum cross-sectional area at the spigot As minimum pipe cross section of the spigot (see Figure 1) in square millimetre (mm2) Note 1 to entry: Minimum cross-sectional area at the spigot is expressed in square millimetres (mm2). Note 2 to entry: Minimum cross-sectional area at the spigot is calculated using Formula (2): ()()050522seiA,j,dπ=− (2) where je is outside diameter of the joint, in millimetres (mm); di is internal diameter of shaft or chamber unit, in millimetres (mm). SIST EN 15383:2013+A1:2013

Key de
outside diameter of unit (see 3.6) je joint outside diameter
di
internal diameter of unit (see 3.8) (A) minimum unit cross-sectional area at spigot, As (see 3.22) Figure 1 — Areas and diameters referred to in this standard SIST EN 15383:2013+A1:2013

Key (a) section through deep chamber manhole (b) section through a size reduction using a precast concrete taper unit (c) section through a size reduction using a precast concrete reducing slab 1 concrete height adjusting unit (see 3.1) 6 seal or joint 2 GRP chamber unit 7 precast concrete taper unit 3 ladder 8 precast concrete reducing slab 4 GRP riser shaft 9 GRP base unit 5 precast concrete cover slab 10 precast concrete benching NOTE Surfaces of precast concrete units exposed to an environment corrosive to concrete can be covered in GRP if necessary. Figure 2 — Typical types of units used in manholes and inspection chambers SIST EN 15383:2013+A1:2013

4.2 Materials for shaft or chamber units 4.2.1 General Shaft and chamber units shall be made from units complying with EN 14364 and be constructed using chopped and/or continuous glass filaments, strands or rovings, mats or fabric synthetic veils, and polyester resin with or without fillers and, if applicable, additives necessary to impar
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