SIST EN 124-1:2015
(Main)Gully tops and manhole tops for vehicular and pedestrian areas - Part 1: Definitions, classification, general principles of design, performance requirements and test methods
Gully tops and manhole tops for vehicular and pedestrian areas - Part 1: Definitions, classification, general principles of design, performance requirements and test methods
This European Standard is applicable to manhole tops and gully tops with a clear opening up to and including 1 000 mm for covering gullies, manholes and inspection chambers installed in areas subjected to pedestrian and/or vehicular traffic. It specifies definitions, classification, general principles of design, performance requirements and test methods for gully tops and manhole tops according to:
- EN 124 2, for gully tops and manhole tops made of cast iron;
- EN 124 3, for gully tops and manhole tops made of steel or aluminium alloy;
- EN 124 4, for gully tops and manhole tops made of steel reinforced concrete;
- EN 124 5, for gully tops and manhole tops made of composite materials;
- EN 124 6, for gully tops and manhole tops made of polypropylene (PP), polyethylene (PE) or unplasticized poly(vinyl chloride) (PVC-U).
Part 1 is only applicable in combination with at least one of the standards EN 124 2, EN 124 3, EN 124 4, EN 124 5 and EN 124 6 each of which has this Part 1 as an integral part.
This European Standard is not applicable to:
- gratings/covers as part of prefabricated drainage channels according to EN 1433,
- floor and roof gullies in buildings which are specified in EN 1253 1,
- surface boxes.
Aufsätze und Abdeckungen für Verkehrsflächen - Teil 1: Definitionen, Klassifizierung, allgemeine Baugrundsätze, Leistungsanforderungen und Prüfverfahren
Diese Europäische Norm gilt für Abdeckungen und Aufsätze mit einer lichten Weite bis einschließlich 1 000 mm zum Abdecken von Abläufen, Einsteig- und KontrollsSchächten und Inspektionsöffnungen in Flächen, die für Fußgänger- und/oder Fahrzeugverkehr bestimmt sind. Sie legt Definitionen, Klassifizierungen, allgemeine Baugrundsätze, Leistungsanforderungen sowie und Prüfverfahren fest für Aufsätze und Abdeckungen nach
- FprEN 124-2 für Aufsätze und Abdeckungen aus Gusseisen,,
- FprEN 124-3 für Aufsätze und Abdeckungen aus Stahl oder Aluminiumlegierungen,
- FprEN 124-4 für Aufsätze und Abdeckungen aus stahlbewehrtem Beton,
- FprEN 124-5 für Aufsätze und Abdeckungen aus Verbundwerkstoffen,
- FprEN 124-6 für Aufsätze und Abdeckungen aus Polypropylen (PP), Polyethylen (PE) oder weichmacherfreiem Polyvinylchlorid (PVC-U).
- fest.
Dieser Teil 1 gilt nur in Verbindung mit mindestens einemr der Teile Normen FprEN 124 2 to , FprEN 124 3, FprEN 124 4, FprEN 124 5 und FprEN 124 6, die sich jeweils auf diesen Teil 1 beziehen.
Diese Europäische Norm gilt nicht für:
- Roste/Deckel als Teil von vorgefertigten Entwässerungsrinnen nach EN 1433;
- Boden- Straßenkappen und Dachabläufe in für Gebäuden nach EN 1253 (alle Teile);
- StraßenkappenBodenabläufe.
Dispositifs de couronnement et de fermeture pour les zones de circulation utilisées par les piétons et les véhicules - Partie 1 : Définitions, classification, principes généraux de conception, exigences de performances et méthodes d'essai
La présente Norme européenne est applicable aux dispositifs de fermeture et de couronnement avec une cote de passage inférieure ou égale à 1 000 mm pour la fermeture des ouvertures des avaloirs, des regards de visite et des boîtes d'inspection ou de branchement installés dans des zones soumises à la circulation des piétons et/ou de véhicules. Elle spécifie les définitions, la classification, les principes généraux de conception, les exigences de performances ainsi que les méthodes d’essai pour les dispositifs de couronnement et de fermeture conformes aux normes suivantes :
- FprEN 124 2, pour les dispositifs de couronnement et de fermeture en fonte ;
- FprEN 124 3, pour les dispositifs de couronnement et de fermeture en acier ou en alliage d'aluminium ;
- FprEN 124 4, pour les dispositifs de couronnement et de fermeture en béton armé d’acier ;
- FprEN 124 5, pour les dispositifs de couronnement et de fermeture en matériaux composites ;
- FprEN 124 6, pour les dispositifs de couronnement et de fermeture en polypropylène (PP), en polyéthylène (PE) ou en polychlorure de vinyle (PVC-U) non plastifié.
La Partie 1 n'est pas applicable individuellement, mais uniquement en association avec au moins l'une des normes FprEN 124 2, FprEN 124 3, FprEN 124 4, FprEN 124 5 et FprEN 124 6 et la présente Partie 1 fait partie intégrante de chacune de ces normes.
La présente Norme européenne n'est pas applicable
- aux grilles/tampons faisant partie des caniveaux hydrauliques préfabriqués conformes à l'EN 1433,
- aux avaloirs de sol et de toiture dans les bâtiments qui sont spécifiés dans l'EN 1253 1,
- ni aux bouches à clé.
Pokrovi za odtoke in jaške na voznih površinah in površinah za pešce - 1. del: Definicije, klasifikacija, splošna načela zasnove, zahtevane lastnosti in preskusne metode
Ta evropski standard (EN 124-1) se uporablja za pokrove za jaške in odtoke s svetlo odprtino do vključno 1000 mm, ki so nameščeni na območjih s površino za pešce in/ali vozno površino. Uporablja se za preskusne lastnosti, preskusne metode, oceno skladnosti in označevanje pokrovov za odtoke in jaške za podporo: standardov EN 124-2 za pokrove za odtoke in jaške iz litega železa, EN 124-3 za pokrove za odtoke in jaške iz jekla ali aluminijeve zlitine, EN 124-4 za pokrove za odtoke in jaške iz armiranega betona, EN 124-5 za pokrove za odtoke in jaške iz kompozitnih materialov, EN 124-6 za pokrove za odtoke in jaške iz polipropilena (PP) ali polivinilklorida (PVC-U), pri čemer ima vsak navedeni standard 1. del za sestavni del. 1. del se ne uporablja samostojno, ampak samo v kombinaciji s standardi EN 124-2 do EN 124-6. Ta evropski standard se ne uporablja za rešetke v okviru predizdelane padavinske kanalizacije v skladu s standardom EN 1433 ali za talne odtoke in strešne žlebove v stavbah, ki so navedeni v standardu EN 1253-1, ter za površinske škatle.
General Information
- Status
- Published
- Public Enquiry End Date
- 04-Feb-2015
- Publication Date
- 30-Jul-2015
- Technical Committee
- IOVO - Water supply and waste water engineering
- Current Stage
- 6060 - National Implementation/Publication (Adopted Project)
- Start Date
- 08-Jul-2015
- Due Date
- 12-Sep-2015
- Completion Date
- 31-Jul-2015
- Directive
- 89/106/EEC - Construction products
Relations
- Effective Date
- 01-Sep-2015
Overview
EN 124-1:2015 (CEN) is the Part 1 European standard that sets the general framework for gully tops and manhole tops used in pedestrian and vehicular areas. It defines common terminology, classification principles, general design requirements, performance criteria and test methods. Part 1 is a supporting document and must be used together with one of the material-specific parts (EN 124-2 to EN 124-6) to fully specify products for compliance and testing.
Key Topics
- Definitions and classification: Common terms, symbols and the basis for classifying manhole/gully tops according to intended use.
- General design principles: Requirements for clear openings (≤ 1000 mm), seating compatibility, depth of insertion, handling, frame bearing area and securing features.
- Materials and combinations: Guidance on frames and covers used with concrete and allowable cover fillings; used in conjunction with EN 124-2…EN 124-6 for material-specific properties.
- Performance requirements: Mandatory checks such as load-bearing capacity, permanent set (deformation after load), surface conditions and child safety.
- Test methods: Normative tests included are load-bearing tests, permanent set tests, skid resistance (unpolished skid resistance value, USRV), tilt test, securing/vertical pull-out tests and procedures for verification and test reporting.
- Conformity assessment: References Assessment and Verification of Constancy of Performance (AVCP) requirements.
- Installation guidance: Informative recommendations for selection, bedding, installation and post-installation checks.
Applications
EN 124-1:2015 is used where reliable, safe and durable manhole tops and gully tops are required:
- Manufacturers - design, test and certify products to meet European performance requirements.
- Specifiers and designers - select appropriate products and classes for roads, pavements, car parks, industrial sites and pedestrian zones.
- Highway authorities & asset owners - set procurement criteria and ensure installed products meet safety and durability expectations.
- Installers and contractors - follow installation recommendations and ensure correct bedding, sealing and securing.
- Testing laboratories & certification bodies - perform required tests (load, permanent set, skid resistance, tilt and securing tests) and prepare conformity reports.
Related Standards
- EN 124-2:2015 - cast iron manhole/gully tops
- EN 124-3:2015 - steel or aluminium alloy manhole/gully tops
- EN 124-4:2015 - steel reinforced concrete manhole/gully tops
- EN 124-5:2015 - composite manhole/gully tops
- EN 124-6:2015 - PP, PE, PVC-U manhole/gully tops
- Note exclusions: EN 1433 (prefabricated drainage channels), EN 1253 (floor and roof gullies in buildings), surface boxes
Using EN 124-1:2015 ensures consistent terminology, safety testing and performance evaluation across all material types, helping stakeholders achieve compliant, durable and safe access covers for traffic areas.
Frequently Asked Questions
SIST EN 124-1:2015 is a standard published by the Slovenian Institute for Standardization (SIST). Its full title is "Gully tops and manhole tops for vehicular and pedestrian areas - Part 1: Definitions, classification, general principles of design, performance requirements and test methods". This standard covers: This European Standard is applicable to manhole tops and gully tops with a clear opening up to and including 1 000 mm for covering gullies, manholes and inspection chambers installed in areas subjected to pedestrian and/or vehicular traffic. It specifies definitions, classification, general principles of design, performance requirements and test methods for gully tops and manhole tops according to: - EN 124 2, for gully tops and manhole tops made of cast iron; - EN 124 3, for gully tops and manhole tops made of steel or aluminium alloy; - EN 124 4, for gully tops and manhole tops made of steel reinforced concrete; - EN 124 5, for gully tops and manhole tops made of composite materials; - EN 124 6, for gully tops and manhole tops made of polypropylene (PP), polyethylene (PE) or unplasticized poly(vinyl chloride) (PVC-U). Part 1 is only applicable in combination with at least one of the standards EN 124 2, EN 124 3, EN 124 4, EN 124 5 and EN 124 6 each of which has this Part 1 as an integral part. This European Standard is not applicable to: - gratings/covers as part of prefabricated drainage channels according to EN 1433, - floor and roof gullies in buildings which are specified in EN 1253 1, - surface boxes.
This European Standard is applicable to manhole tops and gully tops with a clear opening up to and including 1 000 mm for covering gullies, manholes and inspection chambers installed in areas subjected to pedestrian and/or vehicular traffic. It specifies definitions, classification, general principles of design, performance requirements and test methods for gully tops and manhole tops according to: - EN 124 2, for gully tops and manhole tops made of cast iron; - EN 124 3, for gully tops and manhole tops made of steel or aluminium alloy; - EN 124 4, for gully tops and manhole tops made of steel reinforced concrete; - EN 124 5, for gully tops and manhole tops made of composite materials; - EN 124 6, for gully tops and manhole tops made of polypropylene (PP), polyethylene (PE) or unplasticized poly(vinyl chloride) (PVC-U). Part 1 is only applicable in combination with at least one of the standards EN 124 2, EN 124 3, EN 124 4, EN 124 5 and EN 124 6 each of which has this Part 1 as an integral part. This European Standard is not applicable to: - gratings/covers as part of prefabricated drainage channels according to EN 1433, - floor and roof gullies in buildings which are specified in EN 1253 1, - surface boxes.
SIST EN 124-1:2015 is classified under the following ICS (International Classification for Standards) categories: 93.080.30 - Road equipment and installations. The ICS classification helps identify the subject area and facilitates finding related standards.
SIST EN 124-1:2015 has the following relationships with other standards: It is inter standard links to SIST EN 124:1996. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
SIST EN 124-1:2015 is associated with the following European legislation: EU Directives/Regulations: 305/2011, 88/379/EEC, 89/106/EEC; Standardization Mandates: M/118 REV1. When a standard is cited in the Official Journal of the European Union, products manufactured in conformity with it benefit from a presumption of conformity with the essential requirements of the corresponding EU directive or regulation.
You can purchase SIST EN 124-1:2015 directly from iTeh Standards. The document is available in PDF format and is delivered instantly after payment. Add the standard to your cart and complete the secure checkout process. iTeh Standards is an authorized distributor of SIST standards.
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.PHWRGHAufsätze und Abdeckungen für Verkehrsflächen - Teil 1: Definitionen, Klassifizierung, allgemeine Baugrundsätze, Leistungsanforderungen und PrüfverfahrenDispositifs de couronnement et de fermeture pour les zones de circulation utilisées par les piétons et les véhicules - Partie 1 : Définitions, classification, principes généraux de conception, exigences de performances et méthodes d'essaiGully tops and manhole tops for vehicular and pedestrian areas - Part 1: Definitions, classification, general principles of design, performance requirements and test methods93.080.30Cestna oprema in pomožne napraveRoad equipment and installationsICS:Ta slovenski standard je istoveten z:EN 124-1:2015SIST EN 124-1:2015en,fr,de01-september-2015SIST EN 124-1:2015SLOVENSKI
STANDARDSIST EN 124:19961DGRPHãþD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 124-1
June 2015 ICS 93.080.30 Supersedes EN 124:1994English Version
Gully tops and manhole tops for vehicular and pedestrian areas -Part 1: Definitions, classification, general principles of design, performance requirements and test methods
Dispositifs de couronnement et de fermeture pour les zones de circulation utilisées par les piétons et les véhicules - Partie 1 : Définitions, classification, principes généraux de conception, exigences de performances et méthodes d'essai
Aufsätze und Abdeckungen für Verkehrsflächen - Teil 1: Definitionen, Klassifizierung, allgemeine Baugrundsätze, Leistungsanforderungen und Prüfverfahren This European Standard was approved by CEN on 12 March 2015.
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.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR 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 for CEN national Members. Ref. No. EN 124-1:2015 ESIST EN 124-1:2015
Permanent set test . 25 A.1 Test Samples . 25 A.2 Permanent set test load, (FP) . 25 A.3 Apparatus . 25 A.4 Procedure . 26 Annex B (normative)
Test of load bearing capacity . 29 B.1 Test samples . 29 B.2 Test load (FT) . 29 B.3 Test procedure . 29 B.4 Test report . 29 Annex C (normative)
Test to determine the unpolished skid resistance value (USRV) of manhole covers . 30 C.1 General . 30 C.2 Apparatus . 30 C.3 Calibration of pendulum friction test equipment . 30 C.4 Selection of test samples . 30 C.5 Test procedure . 30 Annex D (normative)
Tilt test . 33 D.1 General . 33 D.2 Test procedure . 33 Annex E (normative)
Testing of securing of covers/gratings within the frame . 36 E.1 General . 36 E.2 Vertical pull-out test procedure . 37 Annex F (informative)
Recommendations for installation . 41 F.1 General . 41 F.2 Place of installation and selection of appropriate manhole tops and gully tops . 41 F.3 Preparations before installation . 41 F.4 Operative skill, training and installation equipment . 41 F.5 Bedding and packing materials . 42 F.6 Condition of supporting chamber . 42 F.7 Fixing of manhole tops or gully tops . 42 F.8 Post installation check and cleaning . 42 Annex G (informative)
Explanations on testing of manhole tops with multiple covers and testing the skid resistance . 44 G.1 Explanation to A.4 . 44 G.2 Explanation to 7.4.2 . 44 Bibliography . 45
a) Example 1: A for non-stepped covers/gratings
b) Example 2: A for stepped covers/gratings when b ≤ a
c) Example 3: A for stepped covers/gratings when b > a Figure 1 — Examples for determination of depth of insertion 3.1.16 total clearance
sum of the maximum individual clearances between adjacent elements of the frame and grating/cover Note 1 to entry: Examples are shown in Figure 2 a), Figure 2 b) and Figure 2 c). Note 2 to entry: The total clearance is expressed in millimetres (mm). SIST EN 124-1:2015
= al + ar a = al + ac1 + ac2 + ar
= al + ac + ar
a) Example 1 b) Example 2 c) Example 3 Key al
clearance left ac
clearance centre ar
clearance right Figure 2 — Examples for the determination of total clearance 3.1.17 frame bearing area Ab surface of the underside of a frame which rests upon the supporting structure Note 1 to entry: The bearing area is expressed in square millimetres (mm2). 3.1.18 clear opening CO diameter of the largest circle that can be inscribed in the clear area (3.1.19) of the frame Note 1 to entry: Examples are shown in Figures 3 a) to 3 f). Note 2 to entry: The clear opening is expressed in millimetres (mm).
a) Example 1
b) Example 2
c) Example 3
d) Example 4
1 fixed bars e) Example 5
f) Example 6 Figure 3 — Examples of clear opening SIST EN 124-1:2015
a) Example 1 b) Example 2 c) Example 3 Figure 4 — Examples of clear area 3.1.20 waterway area overall effective drainage inlet area on the top surface of gully tops and in kerb units Note1 to entry:
The waterway area is expressed in square millimetres (mm2). 3.1.21 securing feature feature which is integral with frame or cover(s)/gratings(s) or installed as part of the manufacturing process to safely retain cover(s)/gratings(s) in the frame under traffic conditions in the place of installation and to prevent inappropriate movement of the cover(s)/gratings(s) such as ejection and non-intended lifting EXAMPLE Screws, bolts, spring bars, etc. 3.1.22 mass per unit area total mass of the cover or the grating in kilograms divided by the clear area in square metres Note 1 to entry: The mass per unit area is expressed in kg/m2. 3.1.23 cushioning insert accessory provided within a frame, grating or cover to achieve stability and quietness in use 3.1.24 test load FT load applied to gully tops or manhole tops for testing the load bearing capacity Note 1 to entry: The test load is expressed in kilonewtons (kN). SIST EN 124-1:2015
area where vehicular traffic is prohibited during certain periods (e.g. pedestrian areas during business hours and vehicular traffic outside these hours) 3.1.29 locking accessory added component to prevent unauthorised lifting, opening or removal of cover/grating 3.2 Symbols and abbreviated terms Pb
Frame bearing pressure USRV
unpolished skid resistance value 4 Classification 4.1 Basis of the classification Based on the test loads according to Table 4, gully tops or manhole tops shall be classified into one of the following classes: A 15, B 125, C 250, D 400, E 600 or F 900. 4.2 Classification in the context of intended use This clause provides the link of the classification and the place of installation. For different classes of manhole tops or gully tops provisions in the place of installation shall be taken into account. The appropriate class of a manhole top or a gully top to be used depends upon the place of installation. The various places of installation have been divided into groups numbered 1 to 6, as listed below. Figure 5 and Figure 6 show the location of some of these groups in a highway environment. The minimum class recommended for use in each group is shown in brackets. The selection of the appropriate class and the material is the responsibility of the specifier. Where there is any doubt, the stronger class should be selected. — Group 1 (at least class A 15): Areas which can only be used by pedestrians and pedal cyclists. — Group 2 (at least class B 125): Pedestrian areas and comparable areas, car parks or car parking decks. — Group 3 (at least class C 250): For gully tops, installed in the area of kerbside channels of roads (Figure 5) which, when measured from the kerb edge, extends a maximum of 0,5 m into the carriageway and a maximum of 0,2 m into the pedestrian area. SIST EN 124-1:2015
Key 1 Group 1 2 Group 2 3 Group 3 4 Group 4 Figure 5 — Typical highway cross-section showing the location of the groups
Key 1 Group 1 4 Group 4 a carriage way b hard shoulder Figure 6 — Typical detail of a hard shoulder showing the location of the groups SIST EN 124-1:2015
5.3 Frames in combination with concrete Where the frame is made of a combination of any material according to this standard and concrete, the concrete shall have a compressive strength of at least C35/45 in accordance with EN 206:2013. 6 Design requirements 6.1 Vents in covers Covers can be designed with or without vents. For covers with vents the minimum vent area shall conform to Table 1 and their dimensions shall conform to Table 2. SIST EN 124-1:2015
Dimensions of slots
mm Diameters of holes mm Length Width A 15 and B 125 ≤ 170 18 to 25 18 to 38 C 250 to F 900 ≤ 170 18 to 32 30 to 38 6.2 Clear opening of manhole tops for man entry The clear opening of manhole tops shall be declared in the product documentation. NOTE In the vast majority of Member States the clear opening is considered to be at least 600 mm for man entry. In some other Member States larger openings are required. 6.3 Depth of insertion Gully tops and manhole tops of classes D 400, E 600 and F 900 with the exception of those secured according to 6.6 a), shall have a depth of insertion A of minimum 50 mm (see 3.1.15). 6.4 Clearance 6.4.1 Total clearance The clearance between the different elements of gully tops and manhole tops is defined in 3.1.16. This clearance can lead to horizontal displacement of the cover or grating in its frame. In order to limit this displacement, the total clearance
shall conform to the following requirements: a) for covers or gratings in one or two parts: 1) clear opening CO ≤ 400 mm:
≤ 7 mm, 2) clear opening CO > 400 mm:
≤ 9 mm; b) for covers or gratings with three or more parts secured in the frame each individual clearance (al, ac, ar) shall be limited to a maximum of 5 mm; c) for covers or gratings with three or more parts not secured in the frame, the total clearance
resulting from the displacement of all parts shall not exceed 15 mm. 6.4.2 Clearance around hinges Where hinged covers or gratings have a radial profiled edge on the hinged side, it shall be profiled so that the gauge of 170 mm × 170 mm × 20 mm, as shown in Figure 7, is prevented from entering the gap between the adjacent frame and the curved edge of the cover or grating by no more than 13 mm. SIST EN 124-1:2015
Key 1 frame 2 gauge 3 cover or grating Figure 7 — Gauge 6.5 Compatibility of seatings Gully tops and manhole tops of all classes shall be such as to ensure the compatibility of their respective seatings. This shall be assessed by assembling the cover/grating and the frame. In addition, for classes D 400 to F 900 these seatings shall be designed/manufactured in such a way as to ensure quietness in use and stable behaviour. This can be achieved by machining of the contact surfaces, or the use of cushioning inserts, or three-point suspension design or any other appropriate methods. When tested according to 8.4.5, the cover/grating shall not have an increased change in height above the upper edge of the frame by more than 0,5 × depth of insertion with a maximum value of 25 mm at any point on the perimeter. 6.6 Securing of the cover/grating within the frame The cover/grating shall be secured within its frame to meet the required conditions relevant to the intended place of installation defined in 4.2. This shall be achieved by at least one of the following methods (see also Table E.1): a) securing feature; b) mass per unit area; c) other methods. SIST EN 124-1:2015
Key 1
orientation pos. 1 2
orientation pos. 2 3
direction of traffic Figure 8 — Orientation of slots in gratings Table 3 — Slot dimensions Openings Class Width a
(mm) Length
(mm) Straight slots Orientation according to Figure 8
Pos. 1 and Pos. 2 A 15 and B 125 8 to 18 No limitation > 18 to 25 ≤ 170 Pos. 1 C 250 to F 900 16 to 32 ≤ 170 Pos. 2 C 250 16 to 42 No limitation D 400 to F 900 18 to 42 No limitation Slots in other shapes Slots in other shapes shall not exceed a width of 25 mm for classes A 15 and B 125 and a width of 42 mm for classes C 250 to F 900. They shall be designed in such a way as to prevent the 170 mm length of the gauge from entering the slot. The gauge shall be held vertically with its 170 mm edge parallel to the surface of the grating. a In pedestrian areas and/or pedestrian streets, a reduction of the slot width to 5 mm is permitted. NOTE 2 The minimum width values of this table do not apply for the slots immediately adjacent to the hinged side of the grating associated with the opening of the grating (see 6.4.2). 6.9 Dirt pans and dirt buckets Where dirt pans or dirt buckets are specified, they shall be designed to ensure that drainage and ventilation can continue when the dirt pan or bucket is full. SIST EN 124-1:2015
is the frame bearing area in mm2. NOTE Pb is expressed in N/mm2. 6.16 Frame depth The depth of the frame of manhole tops or gully tops of class D 400, E 600 and F 900 shall be at least 100 mm. For class D 400 the frame depth may be reduced to 75 mm provided that the frame is made either of cast iron or steel and provides anchoring facilities. SIST EN 124-1:2015
6.6 a) or 6.6 c) 500COc When secured according to 6.6 b) a CO/50 for CO < 450 mm with a maximum value of 6,5 mm. b 1,0 mm max. when CO < 300 mm. c 1,0 mm max. when CO < 500 mm. 7.4 Skid resistance 7.4.1 General All manhole tops and gully tops shall be skid resistant in their field of application. This can be achieved a) by meeting the requirements on design according to 7.4.2 a) or b) for covers and/or 7.4.3 for gratings and 7.4.4 for frames, or b) by testing according to 7.4.2 c) for covers and 7.4.4 for frames. 7.4.2 Skid resistance of covers The upper surface of covers shall be in accordance with at least one of the following requirements: a) made of concrete, provided that the upper surface of the cover has been neither ground nor polished; NOTE 1 Additional provisions can be required to prevent the concrete cover or concrete filled cover from potential skid,
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기사 제목: SIST EN 124-1:2015 - 보행자 및 차량 통행 구역용 배수구 및 맨홀 뚜껑 - 파트 1: 정의, 분류, 설계 일반 원칙, 성능 요구사항 및 시험 방법 기사 내용: 이 유럽 표준(EN 124-1)은 보행자 및/또는 차량 통행이 있는 지역에 설치되는 보행자용배수구 및 맨홀뚜껑(클리어 개방 폭이 1,000mm 이하)에 적용됩니다. 이 표준은 배수구 및 맨홀뚜껑의 테스트 요구사항, 시험 방법, 준수 평가 및 표시에 적용되며 다음과 같은 유형의 배수구 및 맨홀뚜껑을 지원합니다: 주철로 만든 배수구 및 맨홀뚜껑을 위한 EN 124-2, 강철, 알루미늄 합금으로 만든 배수구 및 맨홀뚜껑을 위한 EN 124-3, 강화 콘크리트로 만든 배수구 및 맨홀뚜껑을 위한 EN 124-4, 복합 재료로 만든 배수구 및 맨홀뚜껑을 위한 EN 124-5, 폴리프로필렌(PP) 또는 폴리비닐클로라이드(PVC-U)로 만든 배수구 및 맨홀뚜껑을 위한 EN 124-6. 이 파트 1은 독립적으로 적용되지 않으며 반드시 EN 124-2에서 EN 124-6까지의 표준과 함께 사용되어야 합니다. 이 유럽 표준은 EN 1433에 따른 사전 제작 배수 채널의 그레이팅, EN 1253-1에 명시된 건물 내 바닥과 지붕 배수구, 그리고 표면 상자에는 적용되지 않습니다.
記事のタイトル：SIST EN 124-1:2015 - 車両および歩行者エリア用のガリープトップおよびマンホールトップ - 第1部：定義、分類、設計の一般原則、性能要件および試験方法 記事の内容：このヨーロッパ規格（EN 124-1）は、歩行者および/または車両交通が存在するエリアに設置されるマンホールトップおよびガリートップ（クリアオープニングが1,000mm以下）に適用されます。この規格は、異なる材料を使用したガリートップとマンホールトップの試験要件、試験方法、適合性評価、マーキングについてサポートします。鋳鉄製のガリートップやマンホールトップにはEN 124-2、鋼鉄やアルミニウム合金製のガリートップやマンホールトップにはEN 124-3、鉄筋コンクリート製のガリートップやマンホールトップにはEN 124-4、複合材料製のガリートップやマンホールトップにはEN 124-5、ポリプロピレン（PP）またはポリ塩化ビニール（PVC-U）製のガリートップやマンホールトップにはEN 124-6が適用されます。この第1部は単独では適用されず、EN 124-2からEN 124-6までの他の部分と組み合わせて使用される必要があります。このヨーロッパ規格は、EN 1433に基づくプレファブ製排水チャネルの格子状の部分、EN 1253-1で指定された建物内の床や屋根用ガリー、および表面ボックスには適用されません。
The article discusses the application of the European Standard EN 124-1 for manhole tops and gully tops in areas that experience pedestrian and vehicular traffic. This standard covers testing requirements, test methods, conformity evaluation, and marking for different materials used in the construction of gully tops and manhole tops. It should be used in conjunction with other parts of the EN 124 standard that address specific materials such as cast iron, steel, aluminium alloy, steel reinforced concrete, composite materials, polypropylene, and polyvinyl-chloride. The standard does not apply to gratings in prefabricated drainage channels, floor and roof gullies in buildings as specified in EN 1253-1, or surface boxes.
제목: SIST EN 124-1:2015 - 보행자 및 차량 통행 구역용 맨홀 뚜껑 및 배수구 뚜껑 - 제1부: 정의, 분류, 일반 설계 원칙, 성능 요구 사항 및 시험 방법 내용: 이 유럽 표준 (EN 124-1)은 보행자 및/또는 차량 통행이 발생하는 지역에 설치되는, 개방된 넓이가 1,000mm 이하인 맨홀 뚜껑 및 배수구 뚜껑에 적용됩니다. 이는 주로 부속된 EN 124-2 (주철로 만든 뚜껑 및 맨홀 뚜껑), EN 124-3 (강철, 알루미늄 합금으로 만든 뚜껑 및 맨홀 뚜껑), EN 124-4 (강화된 콘크리트로 만든 뚜껑 및 맨홀 뚜껑), EN 124-5 (복합 재료로 만든 뚜껑 및 맨홀 뚜껑), EN 124-6 (폴리프로필렌 (PP) 또는 폴리비닐-클로라이드 (PVC-U)로 만든 뚜껑 및 맨홀 뚜껑)을 지원하기 위해 뚜껑 및 배수구 뚜껑의 시험 요구 사항, 시험 방법, 준수성 평가 및 표시를 다룹니다. 이 부분 1은 독립적으로 적용되지 않고 EN 124-2에서 EN 124-6까지와 결합하여 사용해야 합니다. 이 유럽 표준은 EN 1433에 따른 사전 제작 배수로의 그레이팅 및 EN 1253-1에 명시된 건물 내 바닥과 지붕 배수구, 그리고 표면 상자에는 적용되지 않습니다.
記事タイトル: SIST EN 124-1:2015 - 歩行者および車両エリア用のゴレイとマンホールカバー - 第1部: 定義、分類、一般的な設計原則、性能要件および試験方法 記事内容: このヨーロッパ標準（EN 124-1）は、歩行者および/または車両の通行があるエリアに設置される、最大1,000mmまでの開口部を持つゴレイとマンホールカバーに適用されます。この規格は、鋳鉄製のゴレイとマンホールカバーのためのEN 124-2、鋼、アルミニウム合金製のゴレイとマンホールカバーのためのEN 124-3、鋼筋コンクリート製のゴレイとマンホールカバーのためのEN 124-4、複合材料製のゴレイとマンホールカバーのためのEN 124-5、ポリプロピレン（PP）またはポリ塩化ビニル（PVC-U）製のゴレイとマンホールカバーのためのEN 124-6をサポートするために、ゴレイとマンホールカバーの試験要件、試験方法、適合性評価、マーキングを規定しています。ただし、この第1部は単独では適用されず、EN 124-2からEN 124-6と組み合わせて使用されます。このヨーロッパ標準は、EN 1433による排水路のグレーティング、EN 1253-1で規定される建物内の床および屋根用のゴレイ、および表面ボックスには適用されません。
The article discusses the European Standard EN 124-1:2015, which pertains to gully tops and manhole tops in areas where pedestrians and vehicles are present. The standard defines the classification, general design principles, performance requirements, and test methods for these tops. It also specifies that the standard must be used in conjunction with EN 124-2 to EN 124-6, which cover specific materials such as cast iron, steel, concrete, composite materials, and Polypropylene or Polyvinyl-chloride. However, the standard does not apply to gratings in drainage channels as per EN 1433, floor and roof gullies in buildings as per EN 1253-1, or surface boxes.
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