EN 13232-7:2006+A1:2011

Railway applications - Track - Switches and crossings - Part 7: Crossings with moveable parts

The scope of this part is:
-   to establish a working terminology for crossings with moveable parts, which means crossings with moveable parts to close the gap of the running edge, and their constituent parts, and identify the main types;
-   to list the minimum informative requirements for the manufacture of crossings with moveable parts and/or their constituent parts;
-   to formulate codes of practice for inspection and tolerances for crossings with moveable parts and/or their constituent parts;
-   to establish the limits and extent of supply;
-   to list the method by which crossings with moveable parts and their constructional parts should be identified and traced;
-   to list the different and varying ways by which crossings with moveable parts can be described, using the following parameters:
-   geometry of crossings;
-   types of construction;
-   performance requirements;
-   design criteria;
-   tolerances and inspection.

Bahnanwendungen - Oberbau - Weichen und Kreuzungen - Teil 7: Herzstücke mit beweglichen Bauteilen

Der Anwendungsbereich dieses Teiles ist:
-   eine Grundterminologie für Herzstücke mit beweglichen Bauteilen aufzustellen, das heißt, Herzstücke mit beweglichen Bauteilen, die die (führungslose) Lücke der Fahrkante zwischen den einzelnen Bauteilen schließen, und die wesentlichen Bauarten zu definieren;
-   ein Minimum an informativen Erfordernissen für die Herstellung der Herzstücke mit beweglichen und/oder ihren einzelnen Bauteilen aufzustellen;
-   Verfahrensweisen und Vorschriften für die Abnahme und die Toleranzen von Herzstücken mit beweglichen Bauteilen und/oder den einzelnen Bauteilen festzulegen;
-   den Lieferumfang festzulegen;
-   die Methodik aufzustellen, nach der Herzstücke mit beweglichen Bauteilen und/oder ihre einzelnen Bauteile gekennzeichnet und rückzuverfolgen sind;
-   die unterschiedlichen Wege und Möglichkeiten aufzulisten, nach der Herzstücke mit beweglichen Bauteilen beschrieben werden können unter der Verwendung der nachfolgenden Parameter:
-   Geometrie der Herzstücke;
-   Bauarten der Herzstücke;
-   Leistungsanforderungen;
-   Konstruktions-Kriterien;
-   Toleranzen und Abnahme.

Applications ferroviaires - Voie - Appareils de voie - Partie 7: Cœurs à parties mobiles

Der Anwendungsbereich dieses Teiles ist:
- eine Grundterminologie für Herzstücke mit beweglichen Bauteilen aufzustellen, das heißt, Herzstücke mit beweglichen Bauteilen, die die (führungslose) Lücke der Fahrkante zwischen den einzelnen Bauteilen
schließen, und die wesentlichen Bauarten zu definieren;
- ein Minimum an informativen Erfordernissen für die Herstellung der Herzstücke mit beweglichen und/oder ihren einzelnen Bauteilen aufzustellen;
- Verfahrensweisen und Vorschriften für die Abnahme und die Toleranzen von Herzstücken mit beweglichen Bauteilen und/oder den einzelnen Bauteilen festzulegen;
- den Lieferumfang festzulegen;
- die Methodik aufzustellen, nach der Herzstücke mit beweglichen Bauteilen und/oder ihre einzelnen
Bauteile gekennzeichnet und rückzuverfolgen sind;
- die unterschiedlichen Wege und Möglichkeiten aufzulisten, nach der Herzstücke mit beweglichen
Bauteilen beschrieben werden können unter der Verwendung der nachfolgenden Parameter: ⎯ Geometrie der Herzstücke;
- Bauarten der Herzstücke;
- Leistungsanforderungen;
- Konstruktions-Kriterien;
- Toleranzen und Abnahme.

Železniške naprave - Zgornji ustroj - Kretnice in križišča - 7. del: Kretniška srca s premičnimi deli

Namen tega dela je:
- vzpostaviti delovno terminologijo za kretniška srca s premičnimi deli, kar pomeni kretniška srca s premičnimi deli za zapiranje vrzeli tekalnega roba, in njihovih sestavnih delov ter identificirati glavne vrste;
- našteti minimalne informativne zahteve za izdelavo kretniških src s premičnimi deli in/ali njihovih sestavnih delov;
- oblikovati kodeks ravnanja pri pregledu in odstopanja za kretniška srca s premičnimi deli in/ali njihove sestavne dele;
- vzpostaviti meje in obseg napajanja;
- našteti metode za identifikacijo in sledenje kretniških src s premičnimi deli in njihovih strukturnih delov;
- našteti različne in spremenljive načine za opis kretniških src s premičnimi deli z uporabo naslednjih parametrov:
- geometrija kretniškega srca;
– vrste strukture;
- zahteve za delovanje;
- merila za projektiranje;
- odstopanja in pregled.

General Information

• Status: Withdrawn
• Publication Date: 18-Oct-2011
• Withdrawal Date: 13-Apr-2025
• ICS: 93.100 - Construction of railways
• Technical Committee: CEN/TC 256 - Railway applications
• Drafting Committee: CEN/TC 256/SC 1/WG 18 - Switches and crossings - Performance and acceptance
• Current Stage: 9960 - Withdrawal effective - Withdrawal
• Start Date: 11-Oct-2023
• Completion Date: 14-Apr-2025
• Directive: 2008/57/EC - Directive 2008/57/EC of the European Parliament and of the Council of 17 June 2008 on the interoperability of the rail system within the Community (Recast)
• Mandate: M/024 - Mandate to CEN/CENELEC/ETSI for programming and standardization in the field of railway equipment
• Mandate: M/483 - Mandate for programming and standardisation addressed to the European standardisation bodies under directive 2008/57/EC in the field of the interoperability of the rail system within the European Union
• Ref Project: SIST EN 13232-7:2006+A1:2012 - Railway applications - Track - Switches and crossings - Part 7: Crossings with moveable parts

Relations

• Merged From: EN 13232-7:2006/FprA1 - Railway applications - Track - Switches and crossings - Part 7: Crossings with moveable parts
• Effective Date: 19-Jan-2023
• Merged From: EN 13232-7:2006 - Railway applications - Track - Switches and crossings - Part 7: Crossings with moveable parts
• Effective Date: 19-Jan-2023
• Replaced By: EN 13232-7:2023 - Railway applications - Track - Switches and crossings for Vignole rails - Part 7: Crossings with moveable parts
• Effective Date: 19-Jan-2023
• Revised: prEN 13232-7 rev - Railway applications - Track - Switches and crossings for Vignole rails - Part 7: Crossings with moveable parts
• Effective Date: 27-Nov-2013

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Bahnanwendungen - Oberbau - Weichen und Kreuzungen - Teil 7: Herzstücke mit beweglichen BauteilenApplications ferroviaires - Voie - Appareils de voie - Partie 7: Cœurs à parties mobilesRailway applications - Track - Switches and crossings - Part 7: Crossings with moveable parts45.080Rails and railway componentsICS:Ta slovenski standard je istoveten z:EN 13232-7:2006+A1:2011SIST EN 13232-7:2006+A1:2012en,fr,de01-januar-2012SIST EN 13232-7:2006+A1:2012SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13232-7:2006+A1
October 2011 ICS 93.100 Supersedes EN 13232-7:2006English Version
Railway applications - Track - Switches and crossings - Part 7: Crossings with moveable parts
Applications ferroviaires - Voie - Appareils de voie - Partie 7: Cœurs à parties mobiles
Bahnanwendungen - Oberbau - Weichen und Kreuzungen -Teil 7: Herzstücke mit beweglichen Bauteilen This European Standard was approved by CEN on 9 January 2006 and includes Amendment 1 approved by CEN on 13 September 2011.
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, 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 © 2011 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13232-7:2006+A1:2011: ESIST EN 13232-7:2006+A1:2012

!Relationship between this European Standard and the Essential Requirements of EU Directive 2008/57/EC" . 64Bibliography . 67 SIST EN 13232-7:2006+A1:2012

flange way width and the check gauge if non-active checkrails are requested. 5.2.4 Note For detail requirements, see EN 13232-2 and EN 13232-3. 5.3 Supports and fastenings The relationship of the crossing to the adjacent track and the closure panel, the fastening and supporting systems shall be agreed between supplier and customer. EN 13145, EN 13146, EN 13230 and EN 13481 shall be taken into account. It shall be specified if the crossing is to be welded to the track or joined by fishplates. In the latter case, the type and details of the fishplates to be used shall be specified by the customer, i.e. section details, length, size and number of holes, bolt centre line height above base of rail and material of fishplates. The customer shall specify the details of fastenings to be used, direct or indirect. SIST EN 13232-7:2006+A1:2012

- 1 b5 Distance between running edge to running edge at various positions (measured in the gauge reference plane) (Figure 13) ± 1 a ± 2 b b6 Crossing foot width at bearers positions (for indirect fastening) (Figure 27) For direct fastening this dimension is to be checked between the centreline of the hole for the fastening + 1
- 2 b7 Relative position foot edge / running edge at bearers positions (for indirect fastening) (Figure 27) For direct fastening this dimension is to be checked between the centreline of the hole for the fastening and the running edge ± 1 CH Contact point rail / splice rail to saddle or wing rail (Figure 21) max. 1 CH1 Contact point rail to splice rail (to be checked when the crossing is set in diverging track) (Figure 23) max. 1 CH2 Contact splice rail to extended splice rail (to be checked when the crossing is set in diverging track) (Figure 24) max. 1 CS Contact point rail to studs (Figure 19) max. 1 CS Contact splice rail to studs (Figure 20) max. 1 SR Alignment of running edge (straight track) (Figure 28) ± 1 SR Alignment of running edge (curved track) (Figure 29) ± 1 SR1 Local alignment of running edge (Straight track) (Figure 30) 0,5/1 500 SR1 Local alignment of running edge (Curved track) (Figure 30) 0,5/1 500 CP Flatness/max allowance between point rail/splice rail and base plates (Figure 22) 1 HM1 Relative position between the top of base plates and the machining reference plane (in case of a saddle) (Figure 17) ± 0,5 HM2 Relative position between the top of baseplates and the running plane (in case of a saddle) (Figure 17) ± 0,5 TF Thickness of the crossing foot (for indirect fastening) (Figure 27) ± 1 h1 Running table flatness (Figure 25) 1 h2 Intermediate running table flatness (Figure 25) 0,2/1 000 h3 Underside flatness at bearer positions, every support shall not deviate more than
1 mm from the reference plane formed between the two end bearer positions (Figure 26) 1 h4 Underside transverse flatness at bearer positions. Reference plane is formed between the two outer positions of the bearing surface (Figure 27) 1 a Monoblock crossings only. b Other then monoblock crossings. c Cast vee SIST EN 13232-7:2006+A1:2012

± 1,5 (for temporary fishplating ± 3) SR Alignment of running edge (straight track) (Figure 28) ± 1 SR Alignment of running edge (curved track) (Figure 29) ± 1 SR1 Local alignment of running edge (straight track) (Figure 30) 0,5/1 500 SR1 Local alignment of running edge (curved track) (Figure 30) 0,5/1 500 HM Height at machined area (Figure 14 to Figure 16) ± 0,5 (+ tolerance of height of rail) TM Thickness at machined area (Figure 14 and Figure 16) ± 0,5 IM Inclination of machined area (Figure 14 to Figure 16) ± 0,5° d1 Diameter of fish bolt holes (Figure 31) + 1
- 0,5 Not shown Chamfer of holes minimum 0,5 h1 Running table flatness (Figure 25) 1 h2 Intermediate running table flatness (Figure 25) 0,2/1 000 h5 Hole position relative to rail foot (Figure 31) ± 1 Not shown Roughness of machined running surface areas Ra 6.3a a
value 6.3 given in µm
± 1,5 (for temporary fishplating ± 3) SR Alignment of running edge (straight track) (Figure 28) ± 1 SR Alignment of running edge (curved track) (Figure 29) ± 1 SR1 Local alignment of running edge (straight track) (Figure 30) 0,5/1 500 SR1 Local alignment of running edge (curved track) (Figure 30) 0,5/1 500 HM Height at machined area (Figure 18) ± 0,5 (+ tolerance of height of rail) HM1 Relative position between the top of baseplates and the machining reference plane (in case of a saddle) (Figure 17) ± 0,5 HM2 Relative position between the top of baseplates and the running plane (in case of a saddle) (Figure 17) ± 0,5 IM Inclination of machined area (Figure 17 and Figure 18) ± 0,5° d1 Diameter of fish bolt holes (Figure 31) + 1
- 0,5 Not shown Chamfer of holes minimum 0,5 h1 Running table flatness (Figure 25) 1 h2 Intermediate running table flatness (Figure 25) 0,2/1 000 h5 Hole position relative to rail foot (Figure 31) ± 1 Not shown Roughness of machined running surface areas Ra 6.3a a
value 6.3 given in µm SIST EN 13232-7:2006+A1:2012

- 4 b4 Flange way width at drive positions (measured in the gauge reference plane) (Figure 33) + 3
- 4 b5 Distance between running edge to running edge at various positions (measured in the gauge reference plane) (Figure 33) ± 1 a ± 2 b b6 Crossing foot width at bearers positions (for indirect fastening) (Figure 41) For direct fastening this dimension is to be checked between the centreline of the hole for the fastening + 1
- 2 b7 Relative position foot edge / running edge at bearers positions (for indirect fastening) (Figure 41). For direct fastening this dimension is to be checked between the centreline of the hole for the fastening and the running edge. This dimension is to be checked in closed position ± 1 CH Contact wing rail to vee rail (Figure 36) max. 1 CS Contact wing rail stops to supporting bar (Figure 38) max. 1 SR Alignment of running edge (straight track) (Figure 42) ± 1 SR Alignment of running edge (curved track) (Figure 43) ± 1 SR1 Local alignment of running edge (straight track) (Figure 44) 0,5/1 500 SR1 Local alignment of running edge (curved track) (Figure 44) 0,5/1 500 CP Flatness/max allowance between wing rail and base plates (Figure 37) 1 TF Thickness of the crossing foot (for indirect fastening) (Figure 41) ± 1 h1 Running table flatness (Figure 39) 1 h2 Intermediate running table flatness (Figure 39) 0,2/1 000 h3 Underside flatness at bearer positions, every support shall not deviate more than 1 mm from the reference plane formed between the two end bearer positions (Figure 40) 1 h4 Underside transverse flatness at bearer positions. Reference plane is formed between the two outer positions of the bearing surface (Figure 41) 1 a Cast vee only. b Other than cast vee. SIST EN 13232-7:2006+A1:2012

- 0,5 Not shown Chamfer of holes minimum 0,5 h1 Running table flatness (Figure 39) 1 h2 Intermediate running table flatness (Figure 39) 0,2/1 000
h5 Hole position relative to rail foot (Figure 45) ± 1 Not shown Roughness of machined running surface areas Ra 6.3a a
value 6.3 given in µm Table 7 — Critical dimensions for common crossings with moveable wing rails – Wing rail Dimensions in millimetres Dimensio
...