EN 13231-1:2006

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Railway applications - Track - Acceptance of works - Part 1: Works on ballasted track - Plain lineŽelezniške naprave – Zgornji ustroj – Prevzem del – 1. del: Dela na zgornjem ustroju s tirno gredo – Odprta progaApplications ferroviaires - Voie - Réception des travaux - Partie 1 : Travaux de voie ballastée - Voie couranteBahnanwendungen - Oberbau - Abnahme von Arbeiten - Teil 1: Arbeiten im Schotteroberbau - GleiseTa slovenski standard je istoveten z:EN 13231-1:2006SIST EN 13231-1:2006en45.080Rails and railway componentsICS:SLOVENSKI
STANDARDSIST EN 13231-1:200601-oktober-2006

EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 13231-1May 2006ICS 45.080 English VersionRailway applications - Track - Acceptance of works - Part 1:Works on ballasted track - Plain lineApplications ferroviaires - Voie - Réception des travaux -Partie 1 : Travaux de voie ballastée - Voie couranteBahnanwendungen - Oberbau - Abnahme von Arbeiten -Teil 1: Arbeiten im Schotteroberbau - GleiseThis European Standard was approved by CEN on 13 April 2006.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, 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 STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2006 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 13231-1:2006: E

Acceptance responsibilities.13 Annex B (informative)
Example of an acceptance form.14

3.6 nominal track gauge single value which identifies the track gauge but may differ from the design track gauge
3.7 relative track geometry track parameters measured on the track by a moving system

3.9 track geometry group of parameters defining the position of the rails, usually the following: gauge, alignment, longitudinal level, twist and cant
3.10 works on track works on track cover:  initial construction;  simultaneous or separated renewal of rails, sleepers, other components and ballast;  tamping/levelling/lining/dynamic track stabiliser (DTS) work to correct track geometry;  other works on the track, excluding works covered by EN 13231-3;  welding. 4 Acceptance of works on plain line 4.1 General The requirements under this clause apply to works as defined in 3.10. Related works, e.g. platform reconstruction, formation, drainage, level crossings are not covered by this standard. The acceptance of welding work in conjunction with track works is covered by prEN 14730 (series) when available. An acceptance form shall be prepared for each item of work outlining the results achieved (see an example of this type of form in Annex B). Acceptance is not given until the work is completed in accordance with the requirements of the contract. 4.2 Acceptance deadlines Acceptance shall not be carried out until the track has been subjected to an appropriate passing tonnage, including the mechanically simulated loading (e.g. by a DTS), which shall be defined by the customer that permits clearance of the track for the maximum permitted speed. It is permitted for acceptance to occur within a period after the completion of the works as defined by the customer (i.e. after receipt of the application from the contractor), even if the appropriate passing tonnage has not been achieved. 4.3 Acceptance measurements and checks Before acceptance, the following measurements or checks shall be carried out when applicable (manually or by automatic means):  relative track geometry;
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