SIST EN 14636-2:2010
(Main)Plastics piping systems for non-pressure drainage and sewerage - Polyester resin concrete (PRC) - Part 2: Manholes and inspection chambers
Plastics piping systems for non-pressure drainage and sewerage - Polyester resin concrete (PRC) - Part 2: Manholes and inspection chambers
This European Standard specifies units made from polyester resin concrete (PRC, see 3.1.18), and their joints, for the construction of inspection chambers with inverts not exceeding 2 m deep and for manholes, intended to be used within a drain or sewer system operating without pressure. It applies to products for use outside buildings in buried installations to be installed by open-trench techniques. This document applies to nominal sizes from DN 600 to DN 3000 for chamber rings and shaft rings having a circular shape. The intended use of these products is to provide access to buried drain or sewer systems for the conveyance of wastewater, i.e. sewage and surface water, at temperatures 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 and outside buildings. This standard specifies definitions, requirements and characteristics of units and their joints for the construction of manholes and inspection chambers, of materials, test methods, marking and evaluation of conformity. The units are classified on the basis of its type and the type of structure they are intended to be used.
Kunststoff-Rohrleitungssysteme für drucklos betriebene Abwasserkanäle und -leitungen - Polymerbeton (PRC) - Teil 2: Einsteigschächte und Kontrollschächte
Dieses Dokument gilt für Bauteile aus Polymerbeton (PRC, siehe 3.1.18) und deren Verbindungen für die Herstellung von Kontrollschächten mit Schachtböden von höchstens 2 m Tiefe sowie für Einsteigschächte, die für die Verwendung in drucklos betriebenen Entwässerungssystemen vorgesehen sind. Sie gilt für Produkte, die für erdverlegte Anwendungen außerhalb von Gebäuden für offene Einbautechniken ausgelegt sind.
Dieses Dokument gilt für Nennweiten von DN 600 bis DN 3000 für kreisförmige Schachtelemente und Schachtringe.
Diese Produkte ermöglichen den Zugang zu erdverlegten Entwässerungssystemen, die für den Transport von Abwasser, z. B. Regen- und Niederschlagswasser bei Temperaturen bis zu 50 °C, drucklos bzw. zeitweise bei einem Druck bis zu 0,5 bar ) verwendet werden und für den Einbau in Bereichen mit Fahrzeug- und/oder Fußgängerverkehr und außerhalb von Gebäuden vorgesehen sind.
ANMERKUNG 1 Es wird darauf hingewiesen, dass zutreffende Anforderungen in EN 476 enthalten sind.
In dieser Norm werden Definitionen, Anforderungen und Eigenschaften von Bauteilen und deren Verbin-dungen für die Herstellung von Einsteig- und Kontrollschächten, von Werkstoffen, Prüfverfahren, die Kenn-zeichnung und die Beurteilung der Konformität festgelegt.
Die Bauteile werden auf der Basis ihres Typs und der Struktur für den vorgesehenen Verwendungszweck eingeteilt.
ANMERKUNG 2 Der Käufer bzw. Auftraggeber ist unter Berücksichtigung der besonderen Anforderungen sowie aller geltenden nationalen Festlegungen und Einbaupraktiken oder -vorschriften für die geeignete Auswahl verantwortlich.
Systèmes de canalisations en plastique pour les branchements et les collecteurs d'assainissement sans pression - Béton résines polyester (PRC) - Partie 2: Regards et boîtes d'inspection et de branchement
Le présent document spécifie les éléments fabriqués en béton résines polyester (PRC, voir 3.1.18), et leurs
assemblages, pour la construction de boîtes d’inspection et de branchement dont les fils d’eau ne dépassent
pas 2 m de profondeur et pour les regards, destinés à être utilisés dans les branchements et collecteurs
d’assainissement sans pression. Il s’applique aux produits destinés à être utilisés à l’extérieur des bâtiments,
dans des installations enterrées mises en place par les techniques de pose des réseaux en tranchées.
Le présent document s’applique aux éléments de boîte et les éléments de rehausse de forme circulaire dont
les dimensions nominales sont comprises entre DN 600 et DN 3000.
Ces produits sont destinés à fournir un accès aux branchements et collecteurs d’assainissement enterrés
pour le transport des eaux usées, c’est-à-dire les eaux d’assainissement, les eaux pluviales et les eaux de
surface, à des températures allant jusqu’à 50 °C, sans pression ou, occasionnellement, à une pression allant
jusqu’à 0,5 bar1)et à être installés dans des zones soumises à la circulation de véhicules et/ou des piétons, et
à l’extérieur des bâtiments.
NOTE 1 L’attention des lecteurs est attirée sur les exigences applicables contenues dans l’EN 476.
La présente norme spécifie les définitions, exigences et caractéristiques des éléments et de leurs
assemblages pour la construction des regards et des boîtes d’inspection et de branchement, des matériaux,
des méthodes d’essai, du marquage et de l’évaluation de la conformité.
Les éléments sont classés en fonction de leur type et du type de structure dans lesquelles ils sont destinés à
être utilisés.
NOTE 2 Il est de la responsabilité de l’acheteur ou du prescripteur de procéder aux choix appropriés, en tenant compte
de leurs exigences particulières et des éventuels réglementation nationale, règles ou codes de pose appropriés.
Cevni sistemi iz polimernih materialov za odvodnjavanje in kanalizacijo, ki delujejo po težnostnem principu - Poliestrska smola (PRC) - 2. del: Vstopni in revizijski jaški
Ta evropski standard določa enote, narejene iz poliestrske smole (PRC, glej 3.1.18), in njihove spojnice za konstrukcijo revizijskih jaškov s spodnjim notranjim lokom odtočnega kanala, ki ne presega globine 2 m, in za vstopne jaške, ki se uporabljajo znotraj sistema za odvodnjavanje in kanalizacijo, ki delujejo po težnostnem principu. Velja za proizvode, ki se uporabljajo zunaj stavb v zasutih napeljavah, ki se nameščajo s tehnikami odprtih jarkov. Ta dokument velja za krožne oblike obročev jaškov in gredi z nominalno velikostjo med 600 in 3000 DN. Ti proizvodi se uporabljajo za zagotavljanje dostopa do zasutih sistemov odvodnjavanja ali kanalizacije, ki prenašajo odpadne vode, tj. odplake in površinske vode, pri temperaturah do 50°C, po težnostnem principu ali občasno s tlakom do 0,5 bara, in so vgrajeni na področjih, kjer poteka promet vozil in/ali pešcev ter zunaj stavb. Ta standard določa definicije, zahteve in značilnosti enot in njihovih spojev za konstrukcijo vstopnih in revizijskih jaškov, materialov, preskusnih metod, označevanja in ovrednotenja skladnosti. Enote so razvrščene na osnovi svoje vrste in vrste strukture, v kateri se uporabljajo.
General Information
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Cevni sistemi iz polimernih materialov za odvodnjavanje in kanalizacijo, ki delujejo po težnostnem principu - Poliestrska smola (PRC) - 2. del: Vstopni in revizijski jaškiKunststoff-Rohrleitungssysteme für drucklos betriebene Abwasserkanäle und -leitungen - Polymerbeton (PRC) - Teil 2: Einsteigschächte und KontrollschächteSystèmes de canalisations en plastique pour les branchements et les collecteurs d'assainissement sans pression - Béton résines polyester (PRC) - Partie 2: Regards et boîtes d'inspection et de branchementPlastics piping systems for non-pressure drainage and sewerage - Polyester resin concrete (PRC) - Part 2: Manholes and inspection chambers93.030Zunanji sistemi za odpadno vodoExternal sewage systems23.040.20Cevi iz polimernih materialovPlastics pipesICS:Ta slovenski standard je istoveten z:EN 14636-2:2009SIST EN 14636-2:2010en,fr,de01-april-2010SIST EN 14636-2:2010SLOVENSKI
STANDARD
SIST EN 14636-2:2010
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 14636-2
December 2009 ICS 93.030 English Version
Plastics piping systems for non-pressure drainage and sewerage - Polyester resin concrete (PRC) - Part 2: Manholes and inspection chambers
Systèmes de canalisations en plastique pour les branchements et les collecteurs d'assainissement sans pression - Béton de résine polyester (PRC) - Partie 2: Regards et boîtes d'inspection et de branchement
Kunststoff-Rohrleitungssysteme für drucklos betriebene Abwasserkanäle und -leitungen - Polymerbeton (PRC) - Teil 2: Einsteigschächte und Kontrollschächte This European Standard was approved by CEN on 3 November 2009.
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 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 Management Centre has the same status as the official versions.
CEN members are 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, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR 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. EN 14636-2:2009: ESIST EN 14636-2:2010
EN 14636-2:2009 (E) 2 Contents Page Foreword . 51Scope . 62Normative references . 63Terms, definitions, symbols and abbreviations . 73.1Terms and definitions . 73.2Symbols and abbreviations . 104General requirements . 124.1Materials . 124.1.1General . 124.1.2Resin . 124.1.3Aggregates and fillers . 134.1.4Elastomers . 134.1.5Metals . 134.1.6Minimum resin content . 134.2Appearance . 134.3Reference conditions for testing . 134.3.1Temperature . 134.3.2Properties of water for testing . 134.3.3Loading conditions . 134.3.4Measurement of dimensions . 134.4Joints . 144.4.1General . 144.4.2Maximum angular deflection and/or maximum draw of flexible joints . 144.4.3Joint seals . 144.4.4Adhesives . 145Manholes and inspection chamber units . 145.1Classification . 145.1.1General . 145.1.2Intended use of structure . 145.1.3Type of unit . 145.2Designation . 155.3Geometrical characteristics . 155.3.1Chamber rings and shaft rings . 155.3.2Slabs and Tapers . 175.3.3Positioning of installed steps . 185.3.4Size of openings in manholes . 195.3.5Base units containing pipe connections . 195.4Mechanical characteristics . 195.4.1Crushing strength of chamber rings or shaft rings . 195.4.2Vertical crushing strength of slabs and tapers . 215.4.3Compressive strength of polyester resin concrete (PRC) . 215.4.4Leak-tightness of manholes and inspection chambers and their joints . 215.4.5Long-term crushing strength of chamber rings or shaft rings under media attack . 225.4.6Load bearing capacity of installed steps . 225.5Marking of manhole and inspection chamber units . 226Dangerous substances . 237Manufacturer's installation recommendations . 23SIST EN 14636-2:2010
EN 14636-2:2009 (E) 3 8Evaluation of conformity . 238.1General. 238.2Initial type testing . 238.2.1General . 238.2.2Characteristics . 248.2.3Use of historical data . 248.2.4"Deemed to satisfy" provisions and use of reference tabulated data . 248.2.5Treatment of calculated values and design . 248.2.6Sampling, testing and conformity criteria . 258.3Factory production control (FPC) . 268.3.1General . 268.3.2FPC requirements for all manufacturers . 268.3.3Manufacturer-specific FPC system requirements . 278.4One-off products, pre-production products (e.g. prototypes) and products produced in very low quantities . 298.4.1General . 298.4.2For initial type assessment. 29Annex A (normative)
Determination of a chamber ring’s or shaft ring's crushing strength
and ring bending tensile strength using a ring test piece . 30A.1Scope . 30A.2Principle . 30A.3Apparatus . 30A.4Test pieces . 32A.5Procedure . 32A.6Calculations . 32A.7Test report . 35Annex B (normative)
Test method for the determination of a chamber ring’s or shaft ring's crushing strength or the ring bending tensile strength using test pieces sawn from a ring . 36B.1Scope . 36B.2Principle . 36B.3Apparatus . 36B.4Test piece . 37B.5Test procedure . 38B.6Calculations . 39B.7Test report . 40Annex C (normative)
Test method for the determination of the vertical crushing strength of slabs or tapers . 42C.1Scope . 42C.2Principle . 42C.3Apparatus . 42C.4Preparation . 42C.5Procedure . 45C.6Test report . 45Annex D (normative)
Test method for the determination of the compressive strength of polyester resin concrete (PRC) using test pieces which are cut from a unit . 46D.1Scope . 46D.2Principle . 46D.3Apparatus . 46D.4Test pieces . 48D.5Procedure . 49D.6Calculations . 49SIST EN 14636-2:2010
EN 14636-2:2009 (E) 4 D.7Test report . 49Annex E (normative)
Test method for the determination of the resistance of installed steps to vertical and horizontal loading . 50E.1Scope . 50E.2Principle . 50E.3Apparatus . 50E.4Preparation . 50E.5Procedure . 51E.6Test report . 51Annex F (normative)
Method for the assessment of the leak-tightness of a manhole or inspection chamber and its joints under short term exposure to internal water pressure and negative pressure . 53F.1Scope . 53F.2Principle . 53F.3Apparatus . 53F.4Test pieces . 54F.5Procedure . 54F.6Test report . 54Annex G (normative) Test method for the determination of the long-term crushing strength (50 years evaluation point) of a chamber ring or a shaft ring, including the effects of media attack .
...................................................................................................................................................... 56G.1Scope ........................................................................................................................................ 56G.2Principle .................................................................................................................................... 56G.3Apparatus ................................................................................................................................. 56G.4Test pieces ................................................................................................................................ 57G.5Test solutions ........................................................................................................................... 58G.6Procedure ................................................................................................................................. 58G.7Evaluation ................................................................................................................................. 59G.8Test report ................................................................................................................................ 59Bibliography ........................................................................................................................................ 60 SIST EN 14636-2:2010
EN 14636-2:2009 (E) 5 Foreword This document (EN 14636-2:2009) 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 a national standard, either by publication of an identical text or by endorsement, at the latest by June 2010, and conflicting national standards shall be withdrawn at the latest by June 2010. 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. EN 14636, Plastics piping systems for non-pressure drainage and sewerage
Polyester resin concrete (PRC), consists of the following parts: Part 1: Pipes and fittings with flexible 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, 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 14636-2:2010
EN 14636-2:2009 (E) 6 1 Scope This European Standard specifies units made from polyester resin concrete (PRC, see 3.1.18), and their joints, for the construction of inspection chambers with inverts not exceeding 2 m deep and for manholes, intended to be used within a drain or sewer system operating without pressure. It applies to products for use outside buildings in buried installations to be installed by open-trench techniques. This document applies to nominal sizes from DN 600 to DN 3000 for chamber rings and shaft rings having a circular shape. The intended use of these products is to provide access to buried drain or sewer systems for the conveyance of wastewater, i.e. sewage and surface water, at temperatures 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 and outside buildings. NOTE 1 The attention of readers is drawn to applicable requirements contained in EN 476. This standard specifies definitions, requirements and characteristics of units and their joints for the construction of manholes and inspection chambers, of materials, test methods, marking and evaluation of conformity. The units are classified on the basis of its type and the type of structure they are intended to be used. NOTE 2 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 referenced documents are indispensable for the application of this European Standard. For dated references, only the edition cited applies. For undated references, the 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 — Materials requirements for pipe joint seals used in water and drainage applications — Part 1: Vulcanized rubber EN 705:1994, Plastics piping systems — Glass-reinforced thermosetting plastics (GRP) pipes and fittings
Methods for regression analysis and their use EN 13101, Steps for underground man entry chambers
Requirements, marking, testing and evaluation of conformity EN 13121-1, GRP tanks and vessels for use above ground
Part 1: Raw materials
Specification conditions and acceptance conditions EN 14636-1, Plastics piping systems for non-pressure drainage and sewerage
Polyester resin concrete (PRC) — Part 1: Pipes and fittings with flexible joints EN ISO 75-2:2004, Plastics — Determination of temperature of deflection under load — Part 2: Plastics, ebonite and long-fibre-reinforced composites (ISO 75-2:2004)
1) 1 bar = 105 N/m2 = 0,1 MPa. SIST EN 14636-2:2010
EN 14636-2:2009 (E) 7 EN ISO 3126, Plastics piping systems — Plastics components — Determination of dimensions (ISO 3126:2005) EN 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. NOTE
For the purposes of this document a manhole or inspection chamber consists of units and components defined in this clause and as shown in Figure 1. 3.1.1 adjusting unit component of a manhole or inspection chamber used above the cover slab to adjust the height of the structure and accommodate a cover and frame 3.1.2 angular deflection / angle between the axes of two adjacent units
NOTE It is expressed in degrees (°). 3.1.3 base unit vertical component of a manhole or inspection chamber, consisting of a chamber ring and a base, with or without benching, incorporating appropriate flexible joints to provide watertight connections to pipelines with or without integral connecting pipe(s) or adaptor(s) NOTE It is classified by the nominal size of the integrated chamber ring. 3.1.4 chamber ring vertical hollow component of a manhole or inspection chamber of uniform cross-section NOTE It is classified by its nominal size. Appropriate flexible joints to provide watertight connections to pipelines with or without integral connecting pipe(s) or adaptor(s) may be incorporated. 3.1.5 connecting pipe short pipe having plain, socket or spigot ends which provides a connection between a pipeline and a manhole 3.1.6 cover slab horizontal unit forming the roof of a manhole or inspection chamber, which incorporates an opening for access and above which adjusting unit(s) and/or a cover and frame are intended to fit 3.1.7 crushing load
crushing strength qcr maximum short-term load that a component is able to withstand during a crushing strength test NOTE It is expressed in kilonewtons per metre length (kN/m) or newtons per millimetre length (N/mm). SIST EN 14636-2:2010
EN 14636-2:2009 (E) 8 3.1.8 design service temperature maximum sustained temperature at which the system is expected to operate
NOTE The design service temperature is expressed in degrees Celsius (°C). 3.1.9 flexible joint joint that allows relative movement between the components being joined 3.1.10 inspection chamber structure similar to a manhole that is intended to provide access for inspection equipment, such as TV cameras, but does not provide access for personnel 3.1.11 manhole vertical watertight structure used to connect pipelines, change directions or levels of pipelines, permit access to pipelines of personnel and equipment for inspection and maintenance and provide aeration and ventilation 3.1.12 maximum draw Dmax maximum allowable longitudinal movement of a joint NOTE It is expressed in millimetres (mm). 3.1.13 minimum crushing load qcr,min short-term load that a chamber ring or shaft ring is required to withstand during a crushing strength test, without failure NOTE It is determined using Equation (1) as follows: qcr,min = strength class × [DN] × 0,001 (1) and it is expressed in kilonewtons per metre length (kN/m) or newtons per millimetre length (N/mm). 3.1.14 minimum vertical crushing load Fv short-term load that a component is required to withstand during a vertical crushing strength test, without failure NOTE It is expressed in kilonewtons (kN). 3.1.15 nominal size DN alphanumerical designation of size for a component with a circular bore, which is a convenient round number for reference purposes and related to the internal diameter when expressed in millimetres NOTE 1
For reference or marking purposes the designation for chamber rings, shaft rings or base units consists of the letters DN plus a number, e.g. DN 2000. NOTE 2
For reference or marking purposes the designation for slabs such as reducing slabs or cover slabs or for tapers consists of the letters DN plus a number for the nominal size of the chamber ring below plus a number for the nominal size of the access opening, whereby the numbers are separated by a slash, e.g. DN 2000/1000. SIST EN 14636-2:2010
EN 14636-2:2009 (E) 9 3.1.16 normal service conditions conveyance of wastewater in the temperature range from 2 °C to 50 °C, without pressure, for 50 years 3.1.17 polyester resin concrete PRC material formed from mineral aggregates and fillers which are bound together using a polyester resin 3.1.18 reducing slab horizontal transition unit forming the roof of a chamber ring, which incorporates an opening for access and above which a shaft ring is intended to fit 3.1.19 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.) 3.1.20 rigid joint joint that does not allow relative movement between the components being joined 3.1.21 shaft ring vertical hollow component of a manhole or inspection chamber of uniform cross-section, classified by its nominal size.
NOTE When incorporated in a structure together with chamber rings it has a smaller nominal size than the chamber rings. 3.1.
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