1、September 2015 Translation by DIN-Sprachendienst.English price group 16No 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).
2、ICS 93.080.30!%E:“2349223www.din.deDDIN EN 124-4Gully tops and manhole tops for vehicular and pedestrian areas Part 4: Gully tops and manhole tops made of steel reinforced concrete;English version EN 124-4:2015,English translation of DIN EN 124-4:2015-09Aufstze und Abdeckungen fr Verkehrsflchen Teil
3、 4: Aufstze und Abdeckungen aus Stahlbeton;Englische Fassung EN 124-4:2015,Englische bersetzung von DIN EN 124-4:2015-09Dispositifs de couronnement et de fermeture pour les zones de circulation utilises par lespitons et les vhicules Partie 4: Dispositifs de couronnement et de fermeture en bton arm d
4、acier;Version anglaise EN 124-4:2015,Traduction anglaise de DIN EN 124-4:2015-09Together with DIN EN 124-1:2015-09, DIN EN 124-2:2015-09, DIN EN 124-3:2015-09, DIN EN 124-5:2015-09and DIN EN 124-6:2015-09 supersedes DIN EN 124:1994-08See start of applicationSupersedes: see belowwww.beuth.deIn case o
5、f doubt, the German-language original shall be considered authoritative.Document comprises 36 pages 08.15 DIN EN 124-4:2015-09 2 A comma is used as the decimal marker. Start of application The start of application of this standard is 2015-09-01. It should be noted that, in Germany, CE conformity mar
6、king of construction products will be permitted once this standard has been listed in the Official Journal of the European Union and/or the Bundesanzeiger (German Federal Gazette) and from the date given therein. For further information, users of this standard should refer to the websites of the Eur
7、opean Commission or of the relevant building authority. The standard which this document replaces, DIN EN 124:1994-08, may be used in parallel with this standard during a specified transition period where such has been laid down in the Official Journal of the European Union and/or the Bundesanzeiger
8、 (German Federal Gazette). National foreword This document (EN 124-4:2015) has been prepared by Technical Committee CEN/TC 165 “Waste water engineering” (Secretariat: DIN, Germany). The preliminary work was done by Working Group WG 4 “Manhole tops, gully tops, drainage channels and other ancillary c
9、omponents for use outside buildings”. The responsible German body involved in its preparation was the DIN-Normenausschuss Wasserwesen (DIN Standards Committee Water Practice), Working Committee NA 119-05-01 AA Entwsserungsgegenstnde. When placing manhole tops and gully tops on the German market, the
10、 performance of the following essential characteristics shall be stated: reaction to fire; frame bearing area; load-bearing capacity; permanent set; securing of covers/gratings within the frame; skid resistance; durability of load-bearing capacity against mechanical failure, securing against uninten
11、ded lifting, skid resistance against loss of grip. Methods used in Germany for securing the cover or grating within the frame are given in the national standard DIN 1229. DIN EN 124-4:2015-09 3 Amendments This standard differs from DIN EN 124:1994-08 as follows: a) the standard has been split into 6
12、 parts with Part 1 containing general design and performance requirements and Parts 2 to 6 performance requirements for manhole tops and gully tops made of specific materials; b) test methods for specific materials have been added. Previous editions DIN 1229: 1939-08, 1941-01, 1953-09, 1956x-08, 196
13、4-09 DIN 1213: 1941-10, 1952-08, 1964-09 DIN 1213-1: 1973-05 DIN 1213-2: 1973-05 DIN 1229-1: 1973-05 DIN 1229-2: 1973-05 DIN EN 124: 1986-06, 1994-08 DIN EN 124-4:2015-09 4 This page is intentionally blank EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 124-4 June 2015 ICS 93.080.30 Supersedes
14、EN 124:1994English Version Gully tops and manhole tops for vehicular and pedestrian areas -Part 4: Gully tops and manhole tops made of steel reinforced concrete Dispositifs de couronnement et de fermeture pour les zones de circulation utilises par les pitons et les vhicule - Partie 4: Dispositifs de
15、 couronnement et de fermeture en bton arm dacier Aufstze und Abdeckungen fr Verkehrsflchen - Teil 4: Aufstze und Abdeckungen aus This European Standard was approved by CEN on 11 March 2015. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for g
16、iving 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 o
17、fficial 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
18、 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, Spai
19、n, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2015 CEN All rights of exploitation in any form and by any means reserved worldwide
20、 for CEN national Members. Ref. No. EN 124-4:2015 EStahlbetons EN 124-4:2015 (E) 2 Contents Page Foreword 4 1 Scope 5 2 Normative references 5 3 Terms and definitions .6 4 Materials .6 4.1 General 6 4.2 Exposure classes.6 4.3 Resistance against freeze - thaw with de-icing salts .7 4.4 Compressive st
21、rength .7 4.5 Water content of concrete 7 4.6 Cement content of concrete .7 4.7 Chloride content of concrete 7 4.8 Water absorption of concrete .7 5 Requirements .7 5.1 Design and performance requirements .7 5.2 Material specific characteristics for gully tops and manhole tops made of steel reinforc
22、ed concrete 9 5.2.1 Edge and contact surfaces protection for manhole tops and gully tops 9 5.2.2 Crack width .9 5.2.3 Reinforcement and concrete cover9 5.2.4 Reaction to fire 10 5.2.5 Durability . 10 5.2.6 Dangerous substances 11 6 Testing . 11 6.1 General . 11 6.2 Concrete strength . 11 6.3 Edge an
23、d contact surface protection . 11 6.4 Freezethaw with de-icing salts 11 6.5 Concrete cover for the reinforcement 11 7 Assessment and verification of constancy of performance AVCP 11 7.1 General . 11 7.2 Type testing . 12 7.2.1 General . 12 7.2.2 Test samples, testing and compliance criteria 12 7.2.3
24、 Test reports . 14 7.2.4 Shared other party results . 14 7.3 Factory production control (FPC) . 15 7.3.1 General . 15 7.3.2 Requirements 15 7.3.3 Product specific requirements 19 7.3.4 Initial inspection of factory and of FPC 20 7.3.5 Continuous surveillance of FPC . 21 7.3.6 Procedure for modificat
25、ions 21 8 Designation . 21 9 Marking 22 DIN EN 124-4:2015-09 EN 124-4:2015 (E) 3 Annex ZA (informative) Clauses of this European Standard addressing the provisions of the EU Construction Products Regulation 24 ZA.1 Scope and relevant characteristics . 24 ZA.2 Procedures for AVCP of gully tops and ma
26、nhole tops made of steel reinforced concrete 26 ZA.3 CE marking and labelling 30 Bibliography 32 DIN EN 124-4:2015-09 EN 124-4:2015 (E) 4 Foreword This document (EN 124-4:2015) has been prepared by Technical Committee CEN/TC 165 “Wastewater engineering”, the secretariat of which is held by DIN. This
27、 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 December 2015 and conflicting national standards shall be withdrawn at the latest by March 2017. Attention is drawn to the possibility that some of the
28、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. Together with EN 124-1:2015, EN 124-2:2015, EN 124-3:2015, EN 124-5:2015 and EN 124-6:2015, this document will supersede EN 124:1994. This do
29、cument has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of the Regulation (EU) No. 305/2011. For relationship with EU Regulations, see informative Annex ZA, which is an integral part of this documen
30、t. EN 124, Gully tops and manhole tops for vehicular and pedestrian areas, consists of the following parts: Part 1: Definitions, classification, general principles of design, performance requirements and test methods; Part 2: Gully tops and manhole tops made of cast iron; Part 3: Gully tops and manh
31、ole tops made of steel or aluminium alloys; Part 4: Gully tops and manhole tops made of steel reinforced concrete; Part 5: Gully tops and manhole tops made of composite materials; Part 6: Gully tops and manhole tops made of polypropylene (PP), polyethylene (PE) or unplasticized poly(vinyl chloride)
32、(PVC-U). 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, Former Yugoslav Republic of Macedonia, Fr
33、ance, 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 124-4:2015-09 EN 124-4:2015 (E) 5 1 Scope This European Standard is app
34、licable to precast gully tops and manhole tops made of steel reinforced concrete with a clear opening up to and including 1 000 mm for covering gullies, manholes and inspection chambers for installation within areas subjected to pedestrian and/or vehicular traffic. It is applicable to manhole tops a
35、nd gully tops for use in areas which can only be used by pedestrians and pedal cyclists (at least class A 15), pedestrian areas and comparable areas, car parks or car parking decks (at least class B 125), the area of kerbside channels of roads which, when measured from the kerb edge, extends a maxim
36、um of 0,5 m into the carriageway and a maximum of 0,2 m into the pedestrian area (at least class C 250), carriageways of roads (including pedestrian streets), hard shoulders and parking areas, for all types of road vehicles (at least class D 400), areas imposing high wheel loads, e.g. docks, aircraf
37、t pavements (at least class E 600), areas imposing particularly high wheel loads, e.g. aircraft pavements (Group 6, class F 900). This European Standard is not applicable in isolation but only in combination with EN 124-1 and gives guidance for combinations of covers/gratings made of steel reinforce
38、d concrete with frames according to EN 124-2, EN 124-3, EN 124-5 and EN 124-6. This European Standard is not applicable to: concave gratings for class D 400 installed in carriageways of roads or hard shoulders and concave gratings for classes F 900 and E 600; gratings/covers as part of prefabricated
39、 drainage channels according to EN 1433; floor and roof gullies in buildings which are specified in EN 1253 (all parts); and surface boxes. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For
40、dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 124-1:2015, Gully tops and manhole tops for vehicular and pedestrian areas Part 1: Definitions, classification, general principles of design,
41、 performance requirements and test methods EN 124-2:2015, Gully tops and manhole tops for vehicular and pedestrian areas Part 2: Gully tops and manhole tops made of cast iron EN 124-3:2015, Gully tops and manhole tops for vehicular and pedestrian areas Part 3: Gully tops and manhole tops made of ste
42、el or aluminium alloys EN 124-5:2015, Gully tops and manhole tops for vehicular and pedestrian areas Part 5: Gully tops and manhole tops made of composite materials DIN EN 124-4:2015-09 EN 124-4:2015 (E) 6 EN 124-6:2015, Gully tops and manhole tops for vehicular and pedestrian areas Part 6: Gully to
43、ps and manhole tops made of polypropylene (PP), polyethylene (PE) or unplasticized poly(vinyl chloride) (PVC-U) EN 206:2013, Concrete Specification, performance, production and conformity EN 1339:2003, Concrete paving flags Requirements and test methods EN 1992-1-1:2004, Eurocode 2: Design of concre
44、te structures Part 1-1: General rules and rules for buildings EN 13369:2013, Common rules for precast concrete products EN ISO 1461, Hot dip galvanized coatings on fabricated iron and steel articles Specifications and test methods (ISO 1461) 3 Terms and definitions For the purposes of this document,
45、 the terms and definitions given in EN 124-1:2015 apply. 4 Materials 4.1 General Precast manhole tops and gully tops according to this European Standard shall be made from steel reinforced concrete. The concrete quality of any element shall be dense, homogenous and conform to the requirements given
46、in 4.2 to 4.6. For general aspects, constituent materials of concrete and reinforcing steel, EN 13369:2013, 4.1, shall apply. Any element made of the materials specified in Clause 4 can be used in combination with elements of materials specified in EN 124-2, EN 124-3, EN 124-5 or EN 124-6. In such c
47、ases the manhole tops or gully tops shall comply with the relevant design and performance and testing requirements as listed in Table 1. In addition, elements shall comply with the requirements for the material related EN 124-2, EN 124-3, EN 124-5 or EN 124-6, as applicable. Each element shall be ma
48、rked accordingly. The load class to be declared for the combined product shall be restricted to the lower class determined for any constituent element according to the relevant part of EN 124 series. EXAMPLE Where a cover is made of steel reinforced concrete, class D 400, and the frame is made of steel, class C 250, the manhole top or gully top is marked with EN 124-4 and the class to be declared for the combined product is the class of the frame according to
