Commission Regulation (EU) No 321/2013 of 13 March 2013 concerning the technical specification for interoperability relating to the subsystem ‘rolling stock — freight wagons’ of the rail system in the European Union and repealing Decision 2006/861/EC Text with EEA relevance
Modified by
  • Commission Regulation (EU) No 1236/2013of 2 December 2013concerning the technical specification for interoperability relating to the subsystem rolling stock — freight wagons of the rail system in the European Union and amending Regulation (EU) No 321/2013(Text with EEA relevance), 32013R1236, December 3, 2013
Commission Regulation (EU) No 321/2013of 13 March 2013concerning the technical specification for interoperability relating to the subsystem rolling stock — freight wagons of the rail system in the European Union and repealing Decision 2006/861/EC(Text with EEA relevance) THE EUROPEAN COMMISSION,Having regard to the Treaty on the Functioning of the European Union,Having regard to 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,OJ L 191, 18.7.2008, p. 1. and in particular Article 6(1) second subparagraph thereof,Whereas:(1)Article 12 of Regulation (EC) No 881/2004 of the European Parliament and of the Council of 29 April 2004 establishing a European Railway AgencyOJ L 164, 30.4.2004, p. 1. requires the European Railway Agency (the Agency) to ensure that the technical specifications for interoperability (TSIs) are adapted to technical progress, market trends and social requirements and to propose to the Commission the amendments to the TSIs which it considers necessary.(2)With Decision C(2010) 2576 of 29 April 2010, the Commission gave the Agency a mandate to develop and review the technical specifications for interoperability with a view to extending their scope to the European Union’s entire rail system. Under the terms of that mandate, the Agency was asked to extend the scope of the Technical Specification for Interoperability relating to the subsystem "rolling stock — freight wagons" to the European Union’s entire rail system.(3)On 1 February 2012 the European Railway Agency submitted a recommendation on the revised Technical Specification for Interoperability (TSI) relating to the subsystem "rolling stock — freight wagons".(4)The TSI on "rolling stock — freight wagons" should not impose the use of specific technologies or technical solutions except where this is strictly necessary for the interoperability of the European Union’s rail system.(5)The TSI on rolling stock which is to be established by this Regulation does not cover all the essential requirements set out in Annex III to Directive 2008/57/EC. In accordance with Article 5(6) of Directive 2008/57/EC, the technical aspects that are not covered should be identified as open points.(6)In accordance with Article 17(3) of Directive 2008/57/EC, Member States are to notify to the Commission and other Member States the technical rules, the conformity assessment and verification procedures to be used in specific cases, and the bodies responsible for carrying out these procedures.(7)The TSI on "rolling stock — freight wagons" should refer to Commission Decision 2010/713/EU of 9 November 2010 on modules for the procedures for assessment of conformity, suitability for use and EC verification to be used in the technical specifications for interoperability adopted under Directive 2008/57/EC of the European Parliament and of the CouncilOJ L 319, 4.12.2010, p. 1..(8)In accordance with Article 11(5) of Directive 2008/57/EC, the TSI on "rolling stock — freight wagons" should allow, for a limited period of time, interoperability constituents to be incorporated into subsystems without certification, provided that certain conditions are met.(9)Commission Decision 2006/861/EC of 28 July 2006 concerning the technical specification of interoperability relating to the subsystem "rolling stock — freight wagons" of the trans-European conventional rail systemOJ L 344, 8.12.2006, p. 1. should therefore be repealed.(10)The measures provided for in this Regulation are in accordance with the opinion of the Committee established in accordance with Article 29(1) of Directive 2008/57/EC,HAS ADOPTED THIS REGULATION:
Article 1The technical specification for interoperability (TSI) relating to the "rolling stock — freight wagons" subsystem of the entire European Union’s rail system, as set out in the Annex, is hereby adopted.
Article 21.The TSI shall apply to the "rolling stock — freight wagons" subsystem as described in point 2.7 of Annex II to Directive 2008/57/EC.2.The TSI shall apply to freight wagons with a maximum operating speed lower than or equal to 160 km/h and a maximum axle load lower than or equal to 25 t.3.The TSI shall apply to freight wagons which are intended to be operated on one or more of the following nominal track gauges: 1435 mm, 1524 mm, 1600 mm, and 1668 mm. The TSI shall not apply to freight wagons operating mainly on the 1520 mm track gauge, which may occasionally be operated on 1524 mm track gauge.
Article 3The TSI shall apply to all new freight wagon rolling stock of the European Union’s rail system, taking into account Section 7 of the Annex.The TSI set out in the Annex shall also apply to existing freight wagon rolling stock:(a)when it is renewed or upgraded in accordance with Article 20 of Directive 2008/57/EC; or(b)with regard to specific provisions, such as the traceability of axles in point 4.2.3.6.4 and the maintenance plan in point 4.5.3.The detailed technical scope of this Regulation is set out in Chapter 2 of the Annex.
Article 41.With regard to "open points" set out in Appendix A of the TSI, the conditions to be complied with for the verification of interoperability pursuant to Article 17(2) of Directive 2008/57/EC shall be the applicable technical rules in use in the Member State which authorise the placing in service of the subsystem covered by this Regulation.2.Within six months of the entry into force of this Regulation, each Member State shall send the other Member States and the Commission the following information, provided it has not already been sent to them under Decision 2006/861/EC:(a)the list of the applicable technical rules referred to in paragraph 1;(b)the conformity assessment and verification procedures to be carried out to apply those rules;(c)the bodies appointed to carry out those conformity-assessment and verification procedures.
Article 51.With regard to specific cases set out in Chapter 7 of the TSI, the conditions to be met for the verification of interoperability pursuant to Article 17(2) of Directive 2008/57/EC shall be the applicable technical rules in use in the Member State which authorise the placing in service of the subsystems covered by this Regulation.2.Within six months of the entry into force of this Regulation, each Member State shall notify to the other Member States and to the Commission:(a)the applicable technical rules referred to in paragraph 1;(b)the conformity assessment and verification procedures to be carried out to apply the technical rules referred to in paragraph 1;(c)the bodies appointed to carry out the conformity assessment and verification procedures of the specific cases referred to in paragraph 1.
Article 61.Without prejudice to the agreements which have already been notified under Decision 2006/861/EC and shall not be notified again, Member States shall notify the Commission, within six months of the entry into force of this Regulation, any national, bilateral, multilateral or international agreements under which freight wagons, falling under the scope of this Regulation, are operated.2.Member States shall forthwith notify the Commission any future agreements or modifications of existing agreements.
Article 7In accordance with Article 9(3) of Directive 2008/57/EC, within one year of the entry into force of this Regulation, each Member State shall communicate to the Commission a list of projects being implemented within its territory and that are at an advanced stage of development.
Article 81.An EC certificate of verification for a subsystem that contains interoperability constituents which do not have an EC declaration of conformity or suitability for use may be issued during a transition period of ten years after the entry into force of this Regulation, provided the provisions set out in Section 6.3 of the Annex are met.2.The production or upgrade/renewal of the subsystem using non-certified interoperability constituents shall be completed within the transition period set out in paragraph 1, including placing in service.3.During the transition period set out in paragraph 1:(a)the reasons for non-certification of any interoperability constituents shall be properly identified in the verification procedure referred to in paragraph 1;(b)the national safety authorities shall report on the use of non-certified interoperability constituents in the context of authorisation procedures in their annual report referred to in Article 18 of Directive 2004/49/EC of the European Parliament and of the CouncilOJ L 164, 30.4.2004, p. 44..4.After a transitional period of one year following the entry into force of this Regulation, newly produced interoperability constituents of "rear-end signals", shall be covered by the required EC declaration of conformity.
Article 9The declaration of verification and/or conformity to type of a new vehicle established in accordance with Decision 2006/861/EC shall be considered valid until the end of a transition period of three years after the entry into force of this Regulation.
Article 101.The Agency shall publish on its website the list of fully approved composite brake blocks for international transport referred to in Appendix G.2.The Agency shall keep the list referred to in paragraph 1 up to date and inform the Commission of any changes to it. The Commission shall inform the Member States of any changes to the list through the Committee established in accordance with Article 29 of Directive 2008/57/EC.
Article 11Decision 2006/861/EC is repealed with effect from 1 January 2014.It shall continue to apply, however, to the maintenance of projects authorised in accordance with that Decision and, unless the applicant requests to apply this Regulation, to projects for new, renewed or upgraded subsystems which are at an advanced stage of development or are the subject of a contract which is being carried out on the date this Regulation is published.
Article 12This Regulation shall enter into force on the day following that of its publication in the Official Journal of the European Union.It shall apply from 1 January 2014. However, an authorisation for placing into service may be granted in application of the TSI as set out in the Annex to this Regulation, except its Section 7.1.2, before 1 January 2014.
This Regulation shall be binding in its entirety and directly applicable in all Member States.ANNEXTechnical specification for interoperability for the "rolling stock — wagons" subsystemTABLE OF CONTENTS1.Introduction1.1.Technical scope1.2.Geographical scope1.3.Content of this TSI2.Scope and definition of subsystem3.Essential requirements4.Characterisation of the subsystem4.1.Introduction4.2.Functional and technical specifications of the subsystem4.2.1.General4.2.2.Structures and mechanical part4.2.2.1.Mechanical interface4.2.2.1.1.End coupling4.2.2.1.2.Inner coupling4.2.2.2.Strength of unit4.2.2.3.Integrity of the unit4.2.3.Gauging and track interaction4.2.3.1.Gauging4.2.3.2.Compatibility with load carrying capacity of lines4.2.3.3.Compatibility with train detection systems4.2.3.4.Axle bearing condition monitoring4.2.3.5.Running safety4.2.3.5.1.Safety against derailment running on twisted track4.2.3.5.2.Running dynamic behaviour4.2.3.6.Running gear4.2.3.6.1.Structural design of bogie frame4.2.3.6.2.Characteristics of wheelsets4.2.3.6.3.Characteristics of wheels4.2.3.6.4.Characteristics of axles4.2.3.6.5.Axle boxes/bearings4.2.3.6.6.Variable gauge wheelsets4.2.3.6.7.Running gear for manual change of wheelsets4.2.4.Brake4.2.4.1.General4.2.4.2.Safety requirements4.2.4.3.Functional and technical requirements4.2.4.3.1.General functional requirements4.2.4.3.2.Brake performance4.2.4.3.2.1.Service brake4.2.4.3.2.2.Parking brake4.2.4.3.3.Thermal capacity4.2.4.3.4.Wheel slide protection (WSP)4.2.5.Environmental conditions4.2.6.System protection4.2.6.1.Fire safety4.2.6.1.1.General4.2.6.1.2.Functional and technical specification4.2.6.1.2.1.Barriers4.2.6.1.2.2.Materials4.2.6.1.2.3.Cables4.2.6.1.2.4.Flammable liquids4.2.6.2.Protection against electrical hazards4.2.6.2.1.Protective measures against indirect contact (protective bonding)4.2.6.2.2Protective measures against direct contact4.2.6.3.Attachment devices for rear-end signal4.3.Functional and technical specification of the interfaces4.3.1.Interface with the subsystem "infrastructure"4.3.2.Interface with the subsystem "operation and traffic management"4.3.3.Interface with the subsystem "control, command and signalling"4.4.Operating rules4.5.Maintenance rules4.5.1.General documentation4.5.2.Maintenance design justification file4.5.3.Maintenance description file4.6.Professional competencies4.7.Health and safety conditions4.8.Parameters to be recorded in the technical file and European register of authorised types of vehicles5.Interoperability constituents5.1.General5.2.Innovative solutions5.3.Interoperability constituent specifications5.3.1.Running gear5.3.2.Wheelset5.3.3.Wheel5.3.4.Axle5.3.5.Rear-end signal6.Conformity assessment and EC verification6.1.Interoperability constituent6.1.1.Modules6.1.2.Conformity assessment procedures6.1.2.1.Running gear6.1.2.2.Wheelset6.1.2.3.Wheel6.1.2.4.Axle6.1.3.Innovative solutions for interoperability constituents6.2.Subsystem6.2.1.Modules6.2.2.EC verification procedures6.2.2.1.Strength of unit6.2.2.2.Safety against derailment running on twisted track6.2.2.3.Running dynamic behaviour6.2.2.4.Axle box/bearings6.2.2.5.Running gear for manual change of wheelsets6.2.2.6.Thermal capacity6.2.2.7.Environmental conditions6.2.2.8.Fire safety6.2.2.8.1.Barriers6.2.2.8.2.Materials6.2.2.8.3Cables6.2.2.8.4Flammable liquids6.2.3.Innovative solutions6.3.Subsystem containing components corresponding to interoperability constituents not holding an EC declaration6.4.Project phases where assessment is required6.5.Constituents holding an EC declaration of conformity7.Implementation7.1.Authorisation for placing in service7.1.1.Authorisation for placing into service of a new vehicle in conformity with previous WAG TSIs7.1.2.Mutual recognition of the first authorisation of placing in service7.2.Substitution, renewal and upgrading7.3.Specific cases7.3.1.Introduction7.3.2.List of specific cases7.3.2.1.General specific cases7.3.2.2.Axle bearing condition monitoring (point 4.2.3.4)7.3.2.3.Safety against derailment running on twisted track (point 4.2.3.5.1)7.3.2.4.Running dynamic behaviour (point 4.2.3.5.2)7.3.2.5.Characteristics of wheelsets (point 4.2.3.6.2)7.3.2.6.Characteristics of wheels (point 4.2.3.6.3)7.3.2.7.Attachment devices for rear-end signals (point 4.2.6.3)7.4.Specific environmental conditions7.5.Freight wagons operating under national, bilateral, multilateral or international agreementsAppendices1.INTRODUCTIONA Technical Specification for Interoperability (TSI) is a specification that covers a subsystem (or part of it) as described in Article 2(i) of Directive 2008/57/EC in order:to ensure the interoperability of the rail system, andto meet the essential requirements.1.1.Technical scopeSee Article 2 of this Regulation.1.2.Geographical scopeThe geographical scope of this TSI is the network of the whole rail system, composed of:the trans-European conventional rail system network (TEN) as described in Annex I section 1.1 "Network" of Directive 2008/57/EC,the trans-European high-speed rail system network (TEN) as described in Annex I section 2.1 "Network" of Directive 2008/57/EC,other parts of the network of the whole rail system, following the extension of scope as described in Annex I section 4 of Directive 2008/57/EC,and excludes the cases referred to in Article 1(3) of Directive 2008/57/EC.1.3.Content of this TSIIn accordance with Article 5(3) of Directive 2008/57/EC, this TSI:(a)indicates its intended scope (Chapter 2);(b)lays down essential requirements for the part of the rolling stock subsystem concerned and for its interfaces vis-à-vis other subsystems (Chapter 3);(c)establishes the functional and technical specifications to be met by the subsystem and its interfaces vis-à-vis other subsystems (Chapter 4).(d)determines the interoperability constituents and interfaces which must be covered by European specifications, including European standards, which are necessary to achieve interoperability within the rail system (Chapter 5);(e)states, in each case under consideration, which procedures are to be used in order to assess the conformity or the suitability for use of the interoperability constituents and the "EC" verification of the subsystems (Chapter 6);(f)indicates the strategy for implementing the TSIs (Chapter 7);(g)indicates, for the staff concerned, the professional qualifications and health and safety conditions at work that are required for the operation and maintenance of the above subsystem, as well as for the implementation of this TSI (Chapter 4).2.SCOPE AND DEFINITION OF SUBSYSTEMThis TSI is applicable to "freight wagons including vehicles designed to carry lorries" as referred to in Annex I Section 1.2 to Directive 2008/57/EC taking into account the limitations as set out in Article 2. In the following this part of the subsystem rolling stock is called "freight wagon" and belongs to the subsystem "rolling stock" as set out in Annex II to Directive 2008/57/EC.The other vehicles listed in point 1.2 of Annex I to Directive 2008/57/EC are excluded from the scope of this TSI; this is especially the case for mobile railway infrastructure construction and maintenance equipment and vehicles designed to carrymotor vehicles with their passengers on board, ormotor vehicles without passengers on board but intended to be integrated in passenger trains (car carriers).In the present TSI the following definitions are used:(a)A "unit" is the generic term used to name the rolling stock. It is subject to the application of this TSI, and therefore subject to the EC verification procedure.A unit can consist of:a "wagon" that can be operated separately, featuring an individual frame mounted on its own set of wheels, ora rake of permanently connected "elements", those elements cannot be operated separately, or"separate rail bogies connected to compatible road vehicle(s)" the combination of which forms a rake of a rail compatible system.(b)A "train" is an operational formation consisting of several units.(c)The "design operating state" covers all conditions under which the unit is intended to operate and its technical boundaries. This design operating state may go beyond the specifications of this TSI in order that units may be used together in a train on the network under the safety management system of a railway undertaking.3.ESSENTIAL REQUIREMENTSArticle 4(1) of Directive 2008/57/EC states, that the rail system its subsystems and their interoperability constituents shall meet the relevant essential requirements. The essential requirements are set out in general terms in Annex III to Directive 2008/57/EC. Table 1 indicates the basic parameters specified in this TSI and their correspondence to the essential requirements as explained in Annex III to Directive 2008/57/EC.
Table 1Basic parameters and their correspondence to the essential requirements
PointBasic parameterEssential requirements
SafetyReliability and availabilityHealthEnvironment protectionTechnical compatibility
4.2.2.1.1End coupling1.1.1,1.1.3,1.1.5,2.4.1
4.2.2.1.2Inner coupling1.1.1,1.1.3,2.4.1
4.2.2.2Strength of unit1.1.1,1.1.3,2.4.1
4.2.2.3Integrity of the unit1.1.1
4.2.3.1Gauging1.1.12.4.3
4.2.3.2Compatibility with load carrying capacity of lines1.1.12.4.3
4.2.3.3Compatibility with train detection systems1.1.12.4.3
4.2.3.4Axle bearing condition monitoring1.1.11.22.4.3
4.2.3.5.1Safety against derailment running on twisted track1.1.1,1.1.2,2.4.12.4.3
4.2.3.5.2Running dynamic behaviour1.1.11.1.22.4.3
4.2.3.6.1Structural design of bogie frame1.1.1,1.1.2,1.1.3
4.2.3.6.2Characteristics of wheelsets1.1.1,1.1.2,1.1.32.4.3
4.2.3.6.3Characteristics of wheels1.1.1,1.1.2,1.1.32.4.3
4.2.3.6.4Characteristics of axles1.1.1,1.1.2,1.1.3
4.2.3.6.5Axle box/bearings1.1.1,1.1.2,1.1.3
4.2.3.6.6Variable gauge wheelsets1.1.1,1.1.2,1.1.3
4.2.3.6.7Running gear for manual change of wheelsets1.1.1,1.1.2,1.1.3
4.2.4.2Brake — Safety requirements1.1.1, 1.1.31.22.4.2
4.2.4.3.1Brake — General functional requirements1.1.12.4.12.4.2
4.2.4.3.2.1Brake performance — In-service brake1.1.1,1.1.22.4.12.4.21.5
4.2.4.3.2.2Brake performance — Parking brake2.4.12.4.3
4.2.4.3.3Brake — Thermal capacity1.1.1,1.1.32.4.12.4.3
4.2.4.3.4Brake — Wheel slide protection (WSP)2.4.12.4.2
4.2.5Environmental conditions1.1.11.1.22.4.3
4.2.6.1Fire safety1.1.11.1.4
4.2.6.1.2.1Fire safety Barriers1.1.41.3.21.4.2
4.2.6.1.2.2Fire safety Materials1.1.41.3.21.4.2
4.2.6.1.2.3Fire safety Cables1.1.41.1.51.3.21.4.2
4.2.6.1.2.4Fire safety — Flammable liquids1.1.41.3.21.4.2
4.2.6.2Protection against electric hazard1.1.52.4.1
4.2.6.3Attachment device for rear-end signal1.1.1
The essential requirements 1.3.1, 1.4.1, 1.4.3, 1.4.4 and 1.4.5 of Annex III to Directive 2008/57/EC fall under the scope of other Union legislation.
4.CHARACTERISATION OF THE SUBSYSTEM4.1.IntroductionThe rail system, to which Directive 2008/57/EC applies and of which freight wagons form a part, is an integrated system whose consistency shall be verified. This consistency shall be checked in particular with regard to the specifications of the rolling stock subsystem and the compatibility with the network (Section 4.2), its interfaces in relation to the other subsystems of the rail system in which it is integrated (Sections 4.2 and 4.3), as well as the initial operating and maintenance rules (Sections 4.4 and 4.5) as requested by Article 18(3) of Directive 2008/57/EC.The technical file, as set out in Article 18(3) and Annex VI to Directive 2008/57/EC (Section 4.8), shall contain in particular design related values concerning the compatibility with the network.4.2.Functional and technical specifications of the subsystem4.2.1.GeneralIn light of the essential requirements in Chapter 3, the functional and technical specifications of the subsystem "rolling stock — freight wagons" are grouped and sorted out in the following points of this Chapter:Structures and mechanical partsGauging and vehicle track interactionBrakeEnvironmental conditionsSystem protection.Except where this is strictly necessary for the interoperability of the rail system and to meet the relevant essential requirements, the functional and technical specifications of the freight wagon and its interfaces do not impose the use of any particular technical solutions.Innovative solutions, which do not fulfil the requirements specified in this TSI and/or which are not assessable as stated in this TSI, require new specifications and/or new assessment methods. In order to allow technological innovation, these specifications and assessment methods shall be developed by the process "innovative solution" described in Chapter 6.When the functional and technical specifications that are necessary in order to achieve interoperability and to meet the essential requirements, have not been developed concerning a particular technical aspect, this aspect is identified as an open point in the relevant point. As required in Article 5(6) of Directive 2008/57/EC all open points are listed in Appendix A.In Appendix C a set of conditions is specified. The conformity with this set of conditions is optional. If this option is selected, the conformity shall be assessed by a notified body within the EC verification procedure.In accordance with Article 5(5) of Directive 2008/57/EC, provision may be made for specific cases for each TSI. Such provisions are indicated in Chapter 7.As far as possible the assessment procedure for the requirements in Section 4.2 is defined in Chapter 6. In these cases the text of Section 4.2 makes a reference to the corresponding points and sub points clauses of Chapter 6. If for a particular basic parameter the separation of requirements and assessment procedures is not feasible, no reference is given.4.2.2.Structures and mechanical parts4.2.2.1.Mechanical interface4.2.2.1.1.End couplingThe end coupling is the mechanical interface between units forming a train.The coupling system shall be designed in a way that no human presence between the units to be coupled/uncoupled shall be required whilst either one unit is moving.End couplings shall be resilient and capable of withstanding the forces in accordance with the defined design operating state of the unit.4.2.2.1.2.Inner couplingThe inner coupling is the mechanical interface between elements forming a unit.The inner coupling shall be resilient and capable of withstanding the forces in accordance with the defined design operating state of the unit. The joint between two elements sharing the same running gear, is covered by point 4.2.2.2.The longitudinal strength of the inner coupling(s) shall be equal to or higher than the one of the end coupling(s) of the unit.4.2.2.2.Strength of unitThe structure of a unit body, any equipment attachments and lifting and jacking points shall be designed such that no cracks, no significant permanent deformation or ruptures occur under the load cases defined in Chapter 5 of EN 12663-2:2010. Joining techniques shall be deemed to be covered by the demonstration of conformity in accordance to point 6.2.2.1.The demonstration of conformity is described in point 6.2.2.1.The jacking positions shall be marked on the unit. The marking shall comply with point 4.5.13 of EN 15877-1:2012.4.2.2.3.Integrity of the unitThe unit shall be designed so that all movable parts intended to close an aperture (access doors, tarpaulin, lids, hatches, etc.) are prevented against an unintentional movement of these parts.Locking devices shall indicate their status (open/closed) and shall be visible outside the unit.4.2.3.Gauging and track interaction4.2.3.1.GaugingThis point concerns the rules for calculation intended for sizing the rolling stock to run on one or several networks without interference risk.The compliance of a unit with the intended reference profile including the reference profile for the lower part shall be established by one of the methods set out in EN 15273-2:2009.The kinematic method, as described in EN 15273-2:2009 shall be used to establish conformity, if any, between the reference profile established for the unit and the respective target reference profiles G1, GA, GB and GC including those used for the lower part GIC1 and GIC2.4.2.3.2.Compatibility with load carrying capacity of linesThe vertical loading characteristics of the unit shall be determined in order to check compatibility with the load carrying capacity of lines.The permissible payload a unit may carry, for axle loads up to and including 25 t, shall be determined by application of clauses 6.1 and 6.2 of EN 15528:2008.4.2.3.3.Compatibility with train detection systemsIf the unit is intended to be compatible with one or more of the following train detection systems, this compatibility shall be established according to the provisions of the Commission Decision 2012/88/EUOJ L 51, 23.2.2012, p. 1.:(a)train detection systems based on track circuits;(b)train detection systems based on axle counters;(c)train detection systems based on loop equipment.4.2.3.4.Axle bearing condition monitoringIt shall be possible to monitor the axle bearing condition either by:line side detection equipment, oron-board equipment.If the unit is intended to be capable of being monitored by line side equipment on the 1435 mm track gauge network the unit shall be compliant with clauses 5.1 and 5.2 of EN 15437-1:2009 in order to ensure sufficient visibility.For units intended to be operated on the networks with track gauges of 1524 mm, 1600 mm, 1668 mm, the corresponding values in Table 2 referring to the parameters of the standard EN 15437-1:2009 shall be applied.
Table 2Target and prohibitive zone for units intended to be operated on particular networks
YTA[mm]WTA[mm]LTA[mm]YPZ[mm]WPZ[mm]LPZ[mm]
1524 mm(both areas are relevant)1080 ± 35≥ 50≥ 2001080 ± 5≥ 140≥ 500
894 ± 2≥ 14≥ 200894 ± 2≥ 28≥ 500
1600 mm1110 ± 2≥ 70≥ 1801110 ± 2≥ 125≥ 500
1668 mm1176 ± 10≥ 55≥ 1001176 ± 10≥ 110≥ 500
The specifications of the design and the conformity assessment of on-board equipment is an open point in this TSI.
4.2.3.5.Running safetyThe dynamic behaviour of a vehicle has a strong influence on safety against derailment, running safety and track loading.4.2.3.5.1.Safety against derailment running on twisted trackThe unit shall be designed to ensure safe running on twisted track, taking into account specifically the transition phase between canted and level track and cross level deviations.The demonstration of conformity is described in point 6.2.2.2.4.2.3.5.2.Running dynamic behaviourThe unit shall be designed to provide safe movement up to the maximum design speed.The running dynamic behaviour of a unit shall be proven either by:following the procedures set out in Chapter 5 of EN 14363:2005, orperforming simulations using a validated model.The demonstration of conformity is described in point 6.2.2.3.Running dynamic behaviour is permitted to be assessed at interoperability constituent level in accordance with point 6.1.2.1. In this case a specific test or simulation at subsystem level is not required.4.2.3.6.Running gearThe running gear guarantees to carry and guide the unit safely as well as to transmit braking forces where so required.4.2.3.6.1.Structural design of bogie frameThe integrity of the structure of a bogie frame, all attached equipment and body to bogie connection shall be demonstrated based on methods as set out in point 6.2 of EN 13749:2011.The integrity of the structure of a bogie frame is permitted to be assessed at interoperability constituent level in accordance with point 6.1.2.1. In this case a specific test or simulation at subsystem level is not required.4.2.3.6.2.Characteristics of wheelsetsThe wheelset assembly shall be able to transmit forces and torque between the fitted parts in accordance with the area of use.The geometric dimensions of the wheelsets, as defined in Figure 1, shall be compliant with limit values specified in Table 3. These limit values shall be taken as design values and shall be stated as in-service limit values in the maintenance file described in Section 4.5.The demonstration of conformity is described in point 6.1.2.2.Figure 1Symbols for wheelsets used in Table 302013R0321-20140101_en_img_1
Table 3Limits of use of the geometric dimensions of wheelsetsTwo-axle wagons with axle load up to 22,5 t the value shall be taken as 1651 mm.
DesignationWheel diam.D [mm]Minimum value[mm]Maximum value[mm]
1435 mmFront-to-front dimension (SR) 02013R0321-20140101_en_img_2330 ≤ D ≤ 76014151426
760 < D ≤ 84014121426
D > 84014101426
Back to back distance (AR)330 ≤ D ≤ 76013591363
760 < D ≤ 84013581363
D > 84013571363
1524 mmFront-to-front dimension (SR) 02013R0321-20140101_en_img_3400 ≤ D < 84014921514
D ≥ 84014871514
Back to back distance (AR)400 ≤ D < 84014441448
D ≥ 84014421448
1600 mmFront-to-front dimension (SR) 02013R0321-20140101_en_img_4690 ≤ D ≤ 101615731592
Back to back distance (AR)690 ≤ D ≤ 101615211526
1668 mmFront-to-front dimension (SR) 02013R0321-20140101_en_img_5330 ≤ D < 84016481659
840 ≤ D ≤ 125016431659
Back to back distance (AR)330 ≤ D < 84015921596
840 ≤ D ≤ 125015901596
4.2.3.6.3.Characteristics of wheelsThe geometrical dimensions of the wheels as defined in Figure 2 shall be compliant with limit values specified in Table 4.
Table 4Limits of use of the geometric dimensions of wheels
DesignationWheel diam.D [mm]Minimum value[mm]Maximum value[mm]
1435 mmWidth of the rim (BR) (with maximum BURR of 5 mm)D ≥ 330133140
Thickness of the flange (Sd)330 ≤ D ≤ 76027,533
760 < D ≤ 8402533
D > 8402233
Height of the flange (Sh)330 ≤ D ≤ 63031,536
630 < D ≤ 76029,536
D > 76027,536
Face of the flange (qR)D ≥ 3306,5
1524 mmWidth of the rim (BR) (with maximum BURR of 5 mm)D ≥ 400134140
Thickness of the flange (Sd)400 ≤ D < 76027,533
760 ≤ D < 8402533
D ≥ 8402233
Height of the flange (Sh)400 ≤ D < 63031,536
630 ≤ D < 76029,536
D ≥ 76027,536
Face of the flange (qR)D ≥ 4006,5
1600 mmWidth of the rim (BR) (with maximum BURR of 5 mm)690 ≤ D ≤ 1016137139
Thickness of the flange (Sd)690 ≤ D ≤ 10162633
Height of the flange (Sh)690 ≤ D ≤ 10162838
Face of the flange (qR)690 ≤ D ≤ 10166,5
1668 mmWidth of the rim (BR) (with maximum BURR of 5 mm)D ≥ 330133140
Thickness of the flange (Sd)330 ≤ D ≤ 84027,533
D > 84022 (PT); 25 (ES)33
Height of the flange (Sh)330 ≤ D ≤ 63031,536
630 ≤ D ≤ 76029,536
D > 76027,536
Face of the flange (qR)D ≥ 3306,5
These limit values shall be taken as design values and shall be stated as in-service limit values in the maintenance file described in Section 4.5.Figure 2Symbols for wheels used in Table 402013R0321-20140101_en_img_6The mechanical characteristics of the wheels shall ensure the transmission of forces and torque as well as the resistance against thermal load where so required in accordance with the area of use.The demonstration of conformity is described in point 6.1.2.3.
4.2.3.6.4.Characteristics of axlesThe characteristics of the axle shall ensure the transmission of forces and torque in accordance with the area of use.The demonstration of conformity is described in point 6.1.2.4.The traceability of axles shall take into accounts the findings of the ERA Task force on Freight Maintenance (see "Final report on the activities of the Task Force Freight Wagon Maintenance" published on the ERA website http://www.era.europa.eu).4.2.3.6.5.Axle boxes/bearingsThe axle box and the rolling bearing shall be designed with consideration of mechanical resistance and fatigue characteristics. Temperature limits reached in service relevant for the hot box detection shall be defined.The demonstration of conformity is described in point 6.2.2.4.4.2.3.6.6.Variable gauge wheelsetsThis requirement is applicable to units equipped with variable gauge wheelsets with changeover between two track gauges.The changeover mechanism of the wheelset shall ensure the safe locking:of the wheels, andof the corresponding brake equipment,in the correct intended axial position considering the dynamic effects in accordance with the design operating state of the unit.The conformity assessment of the requirements specified in this point is an open point.4.2.3.6.7.Running gear for manual change of wheelsetsThe requirement is applicable to units prepared to run on different track gauges, by means of a physical change of wheelset.The unit shall be equipped with a locking mechanism in order to ensure the correct position of its brake equipment in the different configurations considering the dynamic effects in accordance with the design operating state of the unit.The demonstration of conformity is described in point 6.2.2.5.
4.2.4.Brake4.2.4.1.GeneralThe purpose of the train brake system is to ensure that:the train’s speed can be reduced,the train’s speed can be maintained on a slope,the train can be stopped within the maximum allowable braking distance, and thatthe train can be immobilised.Primary factors that influence the braking performance and the braking process are:the braking power,the train mass,the speed,the allowable braking distance,the available adhesion, andthe track gradient.The brake performance of a train is derived from the individual brake performance of each unit in the train.4.2.4.2.Safety requirementsThe braking system contributes to the safety level of the railway system. Therefore the design of the braking system of a unit has to undergo a risk assessment in accordance with Commission Regulation (EC) No 352/2009OJ L 108, 29.4.2009, p. 4. considering the hazard of complete loss of the brake capability of the unit. The severity level shall be deemed as catastrophic when:it affects the unit alone (combination of failures), orit affects the brake capability of more than the unit (single fault).The fulfilment of the conditions of C.9 and C.14 of Appendix C is presumed to be in conformity with this requirement.4.2.4.3.Functional and technical requirements4.2.4.3.1.General functional requirementsThe brake equipment of the unit shall provide the functions of braking such as the application and the release of the brake, upon a transmitted signal. The brake shall be:continuous (the brake application or release signal is transmitted from a central command to the whole train by a control line),automatic (an inadvertent disruption of the control line shall lead to brake activation on all units of the train bringing each part to stand still),disengageable, which enables its release and isolation.4.2.4.3.2.Brake performance4.2.4.3.2.1.Service brakeThe brake performance of a train or a unit is its ability to decelerate. It is the result of the braking power available to decelerate the train or unit within defined limits and all factors involved in the conversion and dissipation of energy including train resistance.The brake performance of a unit shall be calculated in accordance with one of the following documents:EN 14531-6:2009, orUIC leaflet 544-1:2013.The calculation shall be validated by tests. Brake performance calculation in accordance with UIC 544-1 shall be validated as set out in UIC 544-1:2013.4.2.4.3.2.2.Parking brakeA Parking Brake is a brake used to prevent parked rolling stock moving under the specified conditions taking into account the place, wind, gradient and rolling stock loading state, until intentionally released.If the unit is equipped with a parking brake, the following requirements shall be met:the immobilisation shall remain until intentionally released,where it is not possible to identify the state of the parking brake directly, an indicator showing the state shall be provided on both sides on the outside of the vehicle,the minimum parking brake performance, considering no wind, shall be determined by calculations as defined in Clause 6 of EN 14531-6:2009,the minimum performance of the parking brake shall be marked on the unit. The marking shall comply with clause 4.5.25 of EN 15877-1:2012. The parking brake of a unit shall be designed considering a wheel/rail (steel/steel) adhesion factor not higher than 0,12.4.2.4.3.3.Thermal capacityThe brake equipment shall be able to withstand one emergency brake application without any loss of brake performance due to thermal or mechanical effects.The thermal load that the unit is capable of withstanding without any adverse loss of brake performance due to thermal or mechanical effects, shall be defined and expressed in terms of speed, axle load, gradient and brake distance.The demonstration of conformity is described in point 6.2.2.6.A slope of 21 ‰ at 70 km/h during 40 km may be considered as the reference case for the thermal capacity which results in a braking power of 45 kW per wheel during 34 minutes for a nominal wheel diameter of 920 mm and an axle load of 22,5 t.4.2.4.3.4.Wheel slide protection (WSP)Wheel slide protection (WSP) is a system designed to use the maximum available adhesion by decreasing, holding or increasing the brake force to prevent wheel sets from locking and uncontrolled sliding. Thereby the stopping distance shall be optimised.If an electronic WSP-control is used negative effects caused by malfunctions of WSP shall be reduced by suitable system design processes and technical configuration.The WSP shall not alter the functional characteristics of the brakes. The vehicle’s air equipment shall be dimensioned such that the air consumption of the WSP does not impair the performance of the pneumatic brake. The design process of the WSP shall take into account that the WSP has no detrimental effect on the constituent parts of the vehicle (brake gear, wheel tread, axle boxes, etc.).The following types of units shall be fitted with WSP:types of units equipped with all types of brake blocks except composite brake blocks, for which the maximum mean utilisation of adhesion is greater than 0,12,types of units equipped with disc brakes only and/or with composite brake blocks, for which the maximum mean utilisation of adhesion is greater than 0,11.4.2.5.Environmental conditionsThe design of the unit, as well as its constituents shall take into account the environmental conditions to which this rolling stock will be subjected to.The environmental parameters are described in the clauses below. For each environmental parameter, a nominal range is defined, which is the most commonly encountered in Europe, and is the basis for the interoperable unit.For certain environmental parameters ranges other than the nominal one are defined. In that case, a range shall be selected for the design of the unit.For the functions identified in the clauses below, design and/or testing provisions taken to ensure that the rolling stock is meeting the TSI requirements in this range shall be described in the technical file.Depending on the ranges selected and on provisions taken (described in the technical file), appropriate operating rules could be necessary when the unit designed for the nominal range is operated on a particular line where the nominal range is exceeded at certain periods of the year.The ranges, if different from the nominal one, to be selected to avoid any restrictive operating rule(s) linked to environmental conditions, are specified by the Member States and are listed in Section 7.4.The unit and its constituents shall be designed under consideration of one or several of the following external air temperature ranges:T1: – 25 °C to + 40 °C (nominal),T2: – 40 °C to + 35 °C, andT3: – 25 °C to + 45 °C.The unit shall meet the requirements of this TSI without degradation for snow, ice and hail conditions as defined in clause 4.7 of EN 50125-1:1999, which correspond to the nominal range.Where more severe "snow, ice and hail" conditions than considered in the standard are selected, the unit and its constituents shall then be designed to meet TSI requirements considering the combined effect with low temperature according to the temperature range chosen.In relation with the temperature range T2 and with the severe conditions for snow, ice and hail, the provisions taken to meet TSI requirements in these severe conditions shall be identified and verified, in particular design and/or testing provisions considering the following functions:Coupling function restricted to the resiliency of couplings.Brake function, including brake equipment.The demonstration of conformity is described in point 6.2.2.7.4.2.6.System protection4.2.6.1.Fire safety4.2.6.1.1.GeneralAll significant potential fire sources (high risk components) on the unit shall be identified. The fire safety aspects of the unit design shall be aimed at:preventing a fire from occurring,limiting the effects if a fire occurs.The goods carried on the unit are not part of the unit and do not have to be taken into account in the conformity assessment.4.2.6.1.2.Functional and technical specification4.2.6.1.2.1.BarriersIn order to limit the effects of fire, fire barriers with integrity of at least 15 minutes shall be installed between the identified potential fire sources (high risk components) and the carried load.The demonstration of conformity is described in point 6.2.2.8.1.4.2.6.1.2.2.MaterialsAll permanent materials used on the unit shall have limited ignitability and flame spread properties, unless:the material is separated from all potential fire risks on the unit by a fire barrier and the safe application is supported by a risk assessment, orthe component has a mass < 400 g, and is located within a horizontal distance of ≥ 40 mm and a vertical distance of ≥ 400 mm to other non-tested components.The demonstration of conformity is described in point 6.2.2.8.2.4.2.6.1.2.3.CablesThe selection and installation of electrical cables shall take into account their fire behaviour properties.The demonstration of conformity is described in point 6.2.2.8.3.4.2.6.1.2.4.Flammable liquidsThe unit shall be provided with measures preventing a fire from occurring and spreading due to leakage of flammable liquids or gases.The demonstration of conformity is described in point 6.2.2.8.4.4.2.6.2.Protection against electrical hazards4.2.6.2.1.Protective measures against indirect contact (protective bonding)The impedance between vehicle body and the running rail shall be low enough to prevent hazardous voltages between them.Units shall be bonded in accordance with the provisions as described in clause 6.4 of EN 50153:2002.4.2.6.2.2.Protective measures against direct contactThe electrical installations and equipment of a unit shall be designed so as to protect persons from electric shock.The unit shall be designed so that direct contact is prevented following the provisions set out in clause 5 of EN 50153:2002.4.2.6.3.Attachment devices for rear-end signalOn all units designed to receive a rear-end signal, two devices at the end of the unit shall provide for the installation of two lamps or two reflective plates as set out in Appendix E at the same height above rail and not higher than 2000 mm. The dimensions and clearance of these attachment devices shall be as described in chapter 1 of ERA technical document ERA/TD/2012-04/INT version 1.2 of 18.1.2013 published on the ERA website (http://www.era.europa.eu).
4.3.Functional and technical specification of the interfaces4.3.1.Interface with the subsystem "infrastructure"
Table 5Interface with infrastructure subsystemOJ L 126, 14.5.2011, p. 53.
Reference in this TSIReference Commission Decision 2011/275/EU
4.2.3.1Gauging4.2.4.1Minimum structure gauge4.2.4.2Distance between track centres4.2.4.5Minimum radius of vertical curve
4.2.3.2Compatibility with load carrying capacity of lines4.2.7.1Track resistance to vertical loads4.2.7.3Lateral track resistance4.2.8.1Resistance of bridges to traffic loads4.2.8.2Equivalent vertical loading for earthworks and earth pressure effects4.2.8.4Resistance of existing bridges and earthworks to traffic loads
4.2.3.5.2Running dynamic behaviour4.2.9Track geometrical quality
4.2.3.6.2Characteristics of wheelsets4.2.3.6.3Characteristics of wheels4.2.5.1Nominal track gauge4.2.5.6Rail head profile for plain line4.2.6.2In service geometry of switches and crossings
4.3.2.Interface with the subsystem "operation and traffic management"
Table 6Interface with operation and traffic management subsystemOJ L 144, 31.5.2011, p. 1.
Reference in this TSIReference Commission Decision 2011/314/EU
4.2.2.2Strength of unit — Lifting and jacking4.2.3.6.3Contingency arrangements
4.2.3.1Gauging4.2.2.5Train composition
4.2.3.2Compatibility with load carrying capacity of lines4.2.2.5Train composition
4.2.4Brake4.2.2.6Train braking
4.2.6.3Attachment devices for rear-end signal.Appendix E Rear-end signal4.2.2.1.3.2Rear-end
4.3.3.Interface with the subsystem "control, command and signalling"
Table 7Interface with control, command and signalling subsystem
Reference in this TSIReference Commission Decision 2012/88/EUAnnex A, Table A2, index 77
4.2.3.3 a)Rolling stock characteristics compatible with train detection system based on track circuitsaxle distances (3.1.2.1, 3.1.2.4, 3.1.2.5 and 3.1.2.6),vehicle axle load (3.1.7.1),impedance between wheels (3.1.9),use of composite brake blocks (3.1.6).
4.2.3.3 b)Rolling stock characteristics compatible with train detection system based on axle countersaxle distances (3.1.2.1, 3.1.2.2, 3.1.2.5 and 3.1.2.6),wheel geometry (3.1.3.1-3.1.3.4),metal/inductive components-free space between wheels (3.1.3.5)wheel material (3.1.3.6).
4.2.3.3 c)Rolling stock characteristics compatible with train detection system based on loop equipmentvehicle metal construction (3.1.7.2).
4.4.Operating rulesOperating rules are developed within the procedures described in the railway undertaking safety management system. These rules take into account the documentation related to operation which forms a part of the technical file as required in Article 18(3) of and as set out in Annex VI to Directive 2008/57/EC.The documentation related to operation describes the characteristics of the unit in relation to the design operating state to be considered in order to define the operating rules in normal and in various reasonably foreseeable degraded modes.The documentation related to operation is composed of:a description of operation in normal mode, including the operational characteristics and limitations of the unit (e.g. vehicle gauge, maximum design speed, axle loads, brake performance, compatibility with train detection systems, permitted environmental conditions),a description of operation in degraded mode (when equipment or functions described in this TSI suffer safety failures) as far as can reasonably predicted, together with the related acceptable limits and operating conditions of the unit that could be experienced.The applicant shall provide the initial version of the documentation related to operating rules. This documentation might be modified later in accordance with the corresponding Union legislation, taking into account the existing operating and maintenance conditions of the unit. The notified body shall verify only that the documentation on operation is provided.4.5.Maintenance rulesMaintenance is a set of activities intended to keep a functional unit in, or to restore it to a state in which it can perform its required function.The following documents being part of the technical file as required in Article 18(3) of and as set out in Annex VI to Directive 2008/57/EC are necessary to undertake maintenance activities on the units:general documentation (point 4.5.1),the maintenance design justification file (point 4.5.2), andthe maintenance description file (point 4.5.3).The applicant shall provide the three documents described in 4.5.1, 4.5.2 and 4.5.3. This documentation might be modified later in accordance with the corresponding EU legislation, taking into account the existing operating and maintenance conditions of the unit. The notified body shall verify only that the documentation on maintenance is provided.4.5.1.General documentationThe general documentation comprises of:Drawings and description of the unit and its components.Any legal requirement concerning the maintenance of the unit.Drawing of systems (electrical, pneumatic, hydraulic and control-circuit diagrams).Additional on-board systems (description of the systems including description of functionality, specification of interfaces and data processing and protocols).Configuration files for each vehicle (parts list and bill of material) to enable (in particular but not only) traceability during maintenance activities.4.5.2.Maintenance design justification fileThe maintenance design justification file explains how maintenance activities are defined and designed in order to ensure that the rolling stock characteristics will be kept within permissible limits of use during its lifetime. The file shall give input data in order to determine the criteria for inspection and the periodicity of maintenance activities. The maintenance design justification file consists of:Precedents, principles and methods used to design the maintenance of the unit.Limits of the normal use of the unit (e.g. km/month, climatic limits, foreseen types of loads, etc.).Relevant data used to design the maintenance and origin of these data (return of experience).Tests, investigations and calculations carried out to design the maintenance.4.5.3.Maintenance description fileThe maintenance description file describes how maintenance activities can be conducted. Maintenance activities include, among others, inspections, monitoring, tests, measurements, replacements, adjustments and repairs.Maintenance activities are split into:preventive maintenance (scheduled and controlled), andcorrective maintenance.The maintenance description file includes the following:Component hierarchy and functional description which sets up the boundaries of the rolling stock by listing all the items belonging to the product structure of that rolling stock and using an appropriate number of discrete levels. The lowest item of the hierarchy shall be a replaceable component.Parts list which shall contain the technical and functional descriptions of the spare parts (replaceable units). The list shall include all parts specified for changing based on condition, which may require a replacement following electrical or mechanical malfunction or which will foreseeable require a replacement after an accidental damage. Interoperability constituents shall be indicated and referenced to their corresponding declaration of conformity.Limit values for components which are not to be exceeded in service. It is permitted to specify operational restrictions in degraded mode (limit value reached).List of reference to the European legal obligations to which components or subsystems are subject.Maintenance planThe maintenance plan shall take into accounts the findings of the ERA Task force on Freight Maintenance (see "Final report on the activities of the Task Force Freight Wagon Maintenance" published on the ERA website http://www.era.europa.eu). i.e. the structured set of tasks to perform the maintenance including the activities, procedures and means. The description of this set of tasks includes:(a)Disassembly/assembly instructions drawings necessary for correct assembly/disassembly of replaceable parts.(b)Maintenance criteria.(c)Checks and tests in particular of safety relevant parts; these include visual inspection and non-destructive tests (where appropriate, e.g. to detect deficiencies that may impair safety).(d)Tools and materials required to undertake the task.(e)Consumables required to undertake the task.(f)Personal protective safety provision and equipment.Necessary tests and procedures to be undertaken after each maintenance operation before re-entry into service of rolling stock.4.6.Professional competenciesThe professional competencies of staff required for the operation and maintenance of units are not covered by this TSI.4.7.Health and safety conditionsThe provisions for health and safety of staff required for the operation and maintenance of units are covered by essential requirements 1.1.5, 1.3.1, 1.3.2, 2.5.1 and 2.6.1 set out in Annex III to Directive 2008/57/EC.In particular, the following points of Section 4.2 specify provisions for health and safety of staff:point 4.2.2.1.1: End coupling,point 4.2.6.1: Fire safety,point 4.2.6.2: Protection against electrical hazards.If the unit is fitted with a manual coupling system, a free space for shunters during coupling and uncoupling shall be provided.All protruding parts deemed a hazard to operational staff shall be clearly indicated and/or fitted with protective devices.The unit shall be equipped with footsteps and handrails except in those cases it is not intended to be operated with staff on-board, e.g. for shunting.4.8.Parameters to be recorded in the technical file and European register of authorised types of vehiclesThe technical file shall contain at least the following parameters:Type, position and resiliency of the end couplingLoad due to dynamic traction forces and compressive forcesGauge reference profiles to which the unit compliesConformity, if any, to target gauge reference profile(s) G1, GA, GB and GCCompliance, if any, to gauge lower reference profile(s) GIC1 and GIC2Mass per axle (tare and fully laden)Position of the axles along the unit and number of axlesLength of the unitMaximum design speedTrack gauges(s) the unit can be operated onCompatibility with train detection systems (track circuits/axle counters/loop equipment)Compatibility with hot axle box detection systemsIn-service temperature range of the axle bearingsNature of the signal which controls the brake (example: pneumatic main brake pipe, electric brake type XXX, etc.)Characteristics of the control line and of its coupling with other units (main brake pipe diameter, section of the electric cable etc.)Individual nominal performance of the brake unit, depending on the brake mode, if any (response time, brake force, level of adhesion required, etc.)Braking distance or brake weight depending on the brake mode, if any.Thermal load of the brake components expressed in terms of speed, axle load, gradient and brake distanceTemperature range and severity level of snow/ice/hail conditionsBrake weight and maximum gradient of the parking brake (if applicable)Ability/inability to be hump shuntedPresence of footsteps and/or handrails.The rolling stock data that must be recorded in the "European register of authorised types of vehicles (ERATV)" are set out in the Commission Implementing Decision 2011/665/EU of 4 October 2011 on the European register of authorised types of railway vehiclesOJ L 264, 8.10.2011, p. 32..
5.INTEROPERABILITY CONSTITUENTS5.1.GeneralInteroperability constituents (ICs), as defined in Article 2(f) of Directive 2008/57/EC, are listed in Section 5.3 together with:their area of use covering parameters of the subsystem, andthe reference to corresponding requirements defined in Section 4.2.When a requirement is identified in Section 5.3 as being assessed at IC level, an assessment for the same requirement at subsystem level is not required.5.2.Innovative solutionsAs stated in Section 4.1, innovative solutions may require new specifications and/or new assessment methods. Such specifications and assessment methods shall be developed by the process described in point 6.1.3 whenever an innovative solution is envisaged for an interoperability constituent.5.3.Interoperability constituent specifications5.3.1.Running gearThe running gear shall be designed for an application range, the area of use, as defined by the following parameters:Maximum speedMaximum cant deficiencyMinimum tare of the unitMaximum axle loadRange of distances between bogie pivots or range of wheelbase of "two-axle units"Maximum height of centre of gravity of empty unitCoefficient of height of centre of gravity of loaded unitMinimum torsional stiffness coefficient of car bodyMaximum mass distribution coefficient for empty units with:02013R0321-20140101_en_img_7Where:Izzmoment of inertia of the car body relative to the vertical axis through the centre of gravity of the car bodymmass of the car body2a*wheelbaseMinimum nominal wheel diameterRail inclination.The parameters speed and axle load may be considered in combination in order to define the appropriate area of use (e.g. maximum speed and tare weight).The running gear shall comply with the requirements expressed in points 4.2.3.5.2 and 4.2.3.6.1. These requirements shall be assessed at IC level.5.3.2.WheelsetThe wheelset shall be assessed and designed for the area of use as defined bynominal wheel tread diameter, andmaximum vertical static force.A wheelset shall comply with the requirements on geometrical and mechanical parameters defined in point 4.2.3.6.2. These requirements shall be assessed at IC level.5.3.3.WheelA wheel shall be designed and assessed for an area of use defined by:nominal tread diameter,maximum vertical static force,maximum speed and service life, andmaximum braking energy.A wheel shall comply with the requirements on geometrical, mechanical and thermo mechanical parameters defined in point 4.2.3.6.3. These requirements shall be assessed at IC level.5.3.4.AxleAn axle shall be designed and assessed for an area of use defined by:maximum vertical static force.An axle shall comply with the requirements on mechanical parameters defined in point 4.2.3.6.4. These requirements shall be assessed at IC level.5.3.5.Rear-end signalThe rear-end signal, as described in Appendix E, is an independent IC. There are no requirements in Section 4.2 dealing with the rear-end signal. Its assessment by the notified body is not part of the EC verification of the subsystem.6.CONFORMITY ASSESSMENT AND EC VERIFICATION6.1.Interoperability constituent6.1.1.ModulesThe conformity assessment of an interoperability constituent shall be performed in accordance with the module(s) described in Table 8.
Table 8Modules for conformity assessment of interoperability constituents
Module CA1Internal production control plus product verification by individual examination
Module CA2Internal production control plus product verification at random intervals
Module CBEC-Type examination
Module CDConformity to type based on quality management system of the production process
Module CFConformity to type based on product verification
Module CHConformity based on full quality management system
Module CH1Conformity based on full quality management system plus design examination
These modules are specified in detail in Decision 2010/713/EU.
6.1.2.Conformity assessment proceduresThe manufacturer or his authorised representative established within the Union shall choose one of the modules or module combinations indicated in Table 9 in accordance with the required constituent.
Table 9Modules to be applied for interoperability constituentsModules CA1, CA2 or CH may be used only in the case of products placed on the market, and therefore developed, before the entry into force of this TSI, provided that the manufacturer demonstrates to the NoBo that design review and type examination were performed for previous applications under comparable conditions, and are in conformity with the requirements of this TSI; this demonstration shall be documented, and is considered as providing the same level of proof as module CB or design examination according to module CH1.
PointConstituentModules
CA1 or CA2CB + CDCB + CFCHCH1
4.2.3.6.1Running gearXXX
Running gear — establishedXX
4.2.3.6.2WheelsetXXXXX
4.2.3.6.3WheelXXXXX
4.2.3.6.4AxleXXXXX
5.3.5Rear-end signalXX
Within the application of the chosen module or module combination the interoperability constituent shall be assessed against the requirements mentioned in Section 4.2. If necessary, additional requirements concerning the assessment of particular interoperability constituents are given in the following clauses.6.1.2.1.Running gearThe demonstration of conformity for the running gear is set out in chapter 2 of ERA technical document ERA/TD/2013/01/INT version 1.0 of 11.2.2013 published on the ERA website (http://www.era.europa.eu)Units equipped with an established running gear as listed below are presumed to be in conformity with the relevant requirement provided that the running gears are operated within their established area of use:(a)Single axle running gear:Double link suspension.Niesky 2.Suspension S 2000.(b)Two-axle bogie running gear:Y25 family.Two-axle steering axle bogie.(c)Three-axle bogies:Three-axle bogie family with link suspension.The assessment of the bogie frame strength shall be based on clause 6.2 of EN 13749:2011.6.1.2.2.WheelsetThe demonstration of conformity for the mechanical behaviour of the wheelset assembly shall be carried out according to clause 3.2.1 of EN 13260:2009+A1:2010, which defines limit values for the axial assembly force and the associated verification test.A verification procedure shall exist to ensure at the assembly phase that no defects may detrimentally affect safety due to any change in the mechanical characteristics of the fitted parts of the axle.6.1.2.3.Wheel(a)Forged and rolled wheels: The mechanical characteristics shall be proven following the procedure as specified in clause 7 of EN 13979-1:2003+A1:2009+A2:2011.If the wheel is intended to be used with brake blocks acting on the wheel running surface, the wheel shall be thermo mechanically proven by taking into account the maximum braking energy foreseen. A type test, as described in clause 6.2 of EN 13979-1:2003+A1:2009+A2:2011 shall be performed in order to check that the lateral displacement of the rim during braking and the residual stress are within the specified tolerance limits.The decision criteria of residual stresses for forged and rolled wheels are set out in EN 13979-1:2003+A1:2009+A2:2011.(b)Other types of wheels: Other types of wheels are permitted for units in national use. In that case the decision criteria and the fatigue stress criteria shall be specified in national rules. Those national rules shall be notified by Member States in accordance with Article 17(3) of Directive 2008/57/EC.A verification procedure shall exist to ensure at the production phase that no defects may adversely affect safety due to any change in the mechanical characteristics of the wheels. The tensile strength of the material in the wheel, the hardness of the rim, the fracture toughness (only for tread-braked wheels), the resistance to impact, the material characteristics and the material cleanliness shall be verified. The verification procedure shall specify the batch sampling used for each characteristic to be verified.6.1.2.4.AxleIn addition to the requirement for the assembly above, the demonstration of conformity of the mechanical resistance and fatigue characteristics of the axle shall be based on Clauses 4, 5 and 6 of EN13103:2009 + A2:2012.The decision criteria for the permissible stress are specified in Clause 7 of EN EN13103:2009 + A2:2012. A verification procedure shall exist to ensure at the production phase that no defects may adversely affect safety due to any change in the mechanical characteristics of the axles. The tensile strength of the material in the axle, the resistance to impact, the surface integrity, the material characteristics and the material cleanliness shall be verified. The verification procedure shall specify the batch sampling used for each characteristic to be verified.
6.1.3.Innovative solutions for interoperability constituentsIf an innovative solution (as defined in point 4.2.1) is proposed for an interoperability constituent (as defined in Section 5.2), the manufacturer or his authorised representative established within the Union shall state the deviations from the relevant point of this TSI and submit them to the European Commission for analysis. In case the analysis results in a favourable opinion, the appropriate functional and interface specifications as well as the assessment method which are necessary to be included in the TSI in order to allow the use of this constituent will be developed.The appropriate functional and interface specifications and the assessment methods so produced shall be incorporated in the TSI by the revision process.By the notification of a decision of the Commission, taken in accordance with Article 29 of Directive 2008/57/EC, the innovative solution may be permitted to be used.
6.2.Subsystem6.2.1.ModulesThe EC verification of the subsystem "Rolling stock — freight wagons" shall be performed in accordance with the module(s) described in Table 10.
Table 10Modules for EC verification of subsystems
SBEC-Type Examination
SDEC verification based on quality management system of the production process
SFEC verification based on product verification
SH1EC verification based on full quality management system plus design examination
These modules are specified in detail in Decision 2010/713/EU.
6.2.2.EC verification proceduresThe applicant shall choose one of the following combinations of modules or module for the EC verification of the subsystem:(SB+SD), or(SB+SF), or(SH1).Within the application of the chosen module or module combination the subsystem shall be assessed against the requirements mentioned in Section 4.2. If necessary, additional requirements concerning the assessment of particular constituents are given in the following clauses.6.2.2.1.Strength of unitThe demonstration of conformity shall be in accordance with Chapters 6 and 7 of EN 12663-2:2010.Regarding joints, a recognised verification procedure shall exist to ensure at the production phase that no defect may decrease the intended mechanical characteristics of the structure.6.2.2.2.Safety against derailment running on twisted trackThe demonstration of conformity shall be carried out either in accordance with:the procedure defined in Section 4.1 of EN 14363:2005, orthe method given in Section 4.2 of EN 15839:2012 by using the pre-calculation for standardised solutions.6.2.2.3.Running dynamic behaviourOn-track testsThe demonstration of conformity shall be carried out in accordance with Chapter 5 of EN 14363:2005.As an alternative to perform on-track tests on two different rail inclinations, as set out in clause 5.4.4.4 in EN 14363:2005, it is permitted to perform tests on only one rail inclination if it is demonstrated that the tests cover the range of contact conditions as defined in Appendix B, Section 1.1.When an on-track test with normal measuring method is required the unit shall be assessed against the limit values set out in Appendix B.1.2 and B.1.3.When an on-track test with normal measuring method is required the unit shall be assessed against the limit values set out in sections 1.2 and 1.3 of ERA technical document ERA/TD/2013/01/INT version 1.0 of 11.2.2013 published on the ERA website (http://www.era.europa.eu)The required test conditions for on-track tests, as set out in EN 14363:2005, are not always fully achievable concerningtrack geometric quality, andcombinations of speed, curvature, cant deficiency.In cases this is not fully achievable the demonstration of conformity is an open point.SimulationsAlternatively, under the conditions stated in Section 9.3 of EN 15827:2011, a simulation may replace the above mentioned on-track tests.6.2.2.4.Axle box/bearingsThe demonstration of conformity for mechanical resistance and fatigue characteristics of the rolling bearing shall be in accordance with clause 6 of EN 12082:2007+A1:2010.6.2.2.5.Running gear for manual change of wheelsetsChangeover between 1435 mm and 1668 mm track gaugesThe technical solutions described in the following figures of UIC leaflet 430-1:2012 are deemed to be compliant with the requirements in point 4.2.3.6.7:for axle units: Figures 9 and 10 of Annex B.4, and Figure 18 of Annex H of UIC leaflet 430-1:2012,for bogie units: Figure 18 of Annex H of UIC leaflet 430-1:2012.Changeover between 1435 mm and 1524 mm track gaugesThe technical solution described in Appendix 7 of UIC leaflet 430-3:1995 is deemed to be compliant with the requirements in point 4.2.3.6.7.6.2.2.6.Thermal capacityCalculations, simulations or tests shall demonstrate that the temperature of the brake block, brake pad or brake disc does not exceed their thermal capacity. The following shall be taken into account:(a)concerning the emergency brake application: the critical combination of speed and payload considering straight and level track, minimum wind and dry rails;(b)concerning the continuous brake application:the range up to the maximum braking power,the range up to the maximum speed, andthe corresponding brake application time.6.2.2.7.Environmental conditionsSteel materials are deemed to comply with all the ranges indicated in point 4.2.5 if the material properties are determined down to – 20 °C.6.2.2.8.Fire safety6.2.2.8.1.BarriersBarriers shall be tested in accordance with EN 1363-1:1999. Steel sheets of at least 2 mm thickness and aluminium sheets of at least 5 mm thickness are deemed to comply with the integrity requirements without testing.6.2.2.8.2.MaterialsTesting of the materials ignitability and flame spread properties shall be performed in accordance with ISO 5658-2:2006/Am1:2011 for which the limit value shall be CFE ≥ 18 kW/m2.For the following materials and components the fire safety requirements are deemed to comply with the required ignitability and flame spread properties:metals and alloys with inorganic coatings (such as, but not limited to: galvanised coating, anodic coating, chromate film, phosphate conversion coating),metals and alloys with an organic coating with a nominal thickness less than 0,3 mm (such as, but not limited to paints, plastic coating, asphaltic coating),metals and alloys with a combined inorganic and organic coating of which the nominal thickness of the organic layer is less than 0,3 mm,glass, stoneware, ceramic and natural stone products,materials that meet the requirements of category C-s3, d2 or higher in accordance with EN 13501-1:2007+A1:2009.6.2.2.8.3CablesThe electrical cables shall be selected and installed in accordance with EN 50355:2003 and EN 50343:2003.6.2.2.8.4Flammable liquidsThe measures taken shall be in accordance with TS 45545-7:2009.6.2.3.Innovative solutionsIf the subsystem "Rolling stock — freight wagons" includes an innovative solution (as defined in Section 4.2.1), the applicant shall state the deviations from the relevant clauses of the TSI, and submit them to the Commission for analysis. In case the analysis results in a favourable opinion, the appropriate functional and interface specifications as well as the assessment methods which are necessary to be included in the TSI in order to allow this solution will be developed.The appropriate functional and interface specifications and the assessment methods so produced shall then be incorporated in the TSI by the revision process.By the notification of a decision of the Commission, taken in accordance with Article 29 of Directive 2008/57/EC, the innovative solution may be permitted to be used.
6.3.Subsystem containing components corresponding to interoperability constituents not holding an EC declarationA Notified Body is permitted to issue an EC certificate of verification of a subsystem, even if one or more of the components corresponding to interoperability constituents incorporated within the subsystem are not covered by a relevant EC declaration of conformity in accordance with this TSI (non-certified ICs), if the constituent was manufactured before the entry into force of this TSI and the type of constituent has been:used in a subsystem already approved, andplaced in service in at least one Member State before the entry in force of this TSI.The EC verification of the subsystem shall be carried out by the notified body against the requirements of Chapter 4 by using the corresponding requirements concerning assessment in Chapter 6 together with Chapter 7 except for specific cases. For this EC verification the modules of the subsystem, set out in point 6.2.2, apply.EC declarations of conformity or suitability for use shall not be drawn up for the components assessed in this manner.6.4.Project phases where assessment is requiredThe assessment shall cover the following two phases as identified by "X" in the Table F.1 of Appendix F in this TSI. In particular, where a type test is identified the conditions and requirements of Section 4.2 shall be considered.(a)Design and development phase:Design review and/or design examinationType test: test to verify the design, if and as defined in the Section 4.2.(b)Production phase:Routine test to verify the conformity of production. The entity in charge of the assessment of the routine tests is determined according to the assessment module chosen.Appendix F is structured according to Section 4.2. Where relevant, a reference to the points of Sections 6.1 and 6.2 is given.6.5.Constituents holding an EC declaration of conformityWhere a constituent has been identified as an IC and held an EC declaration of conformity before the entry into force of this TSI, its treatment under this TSI is set out as follows:(a)In the case this constituent is not recognised as an IC in this TSI, neither the certificate nor the declaration are valid for the EC verification procedure related to this TSI.(b)The EC certificates of conformity, EC-type examination certificates and EC-design examination certificates of the following ICs shall remain valid under this TSI until their expiry:Wheelset;Wheel;Axle.
7.IMPLEMENTATION7.1.Authorisation for placing in serviceThis TSI is applicable to the subsystem "rolling stock — freight wagons" within the scope set out in its Sections 1.1, 1.2 and Chapter 2 which are placed in service after the date of application of this TSI.7.1.1.Authorisation for placing in service of a new vehicle in conformity with the previous WAG TSIsCommission Decision 2006/861/EC (OJ L 344, 8.12.2006, p.1) and Commission Decision 2006/861/EC amended by Commission Decision 2009/107/EC (OJ L 45, 14.2.2009, p.1).See Article 9.7.1.2.Mutual recognition of the first authorisation of placing in serviceIn accordance with Article 23(1) of Directive 2008/57/EC the following list lays out the conditions under which a unit, once authorised for placing in service in one Member State, shall not be subject to any additional authorisation for placing in service. These conditions shall be seen as complementary to the requirements in Section 4.2. These following conditions must be fulfilled in their entirety:(a)The running dynamic behaviour of the unit must have been assessed to the full range of track geometric qualities and all combinations of speed, curvature, cant deficiency set out in EN 14363:2005 (point 4.2.3.5.2). Alternatively the unit must be equipped with running gear, either certified or established, in accordance with point 6.1.2.1.(b)The axle bearing condition must be possible to be monitored by line side detection equipment of the network the unit is intended to be operated on considering the conditions of clauses 4.2.3.4.(c)The unit must not be equipped with variable gauge wheelsets (point 4.2.3.6.6).(d)The unit must be equipped with forged and rolled wheels assessed according to point 6.1.2.3(a).(e)The compliance/non-compliance with the requirements regarding the axle bearing condition monitoring by line side equipment as set out in point 7.3.2.2(a) must be recorded in the technical file.(f)Units intended to operate on the 1668 mm track gauge network must comply with the requirements regarding the axle bearing condition monitoring by line side equipment as set out in point 7.3.2.2(b).(g)The reference profile established for the unit as per point 4.2.3.1 must be allocated to one of the target reference profile(s) G1, GA, GB and GC including those used for the lower part GIC1 and GIC2.(h)The unit must be compatible with the train detection systems based on track circuits, on axle counters and on loop equipment as specified in clauses 4.2.3.3(a), 4.2.3.3(b) and 4.2.3.3(c).(i)The unit must be equipped with the manual coupling system in accordance with the prescriptions set out in Appendix C, Section 1, including the fulfilment of Section 8 or with any semi-automatic or automatic standardised coupling system.(j)The brake system must be in accordance with the conditions of Appendix C, Sections 9, 14 and 15 when applying the reference case set out in point 4.2.4.2. If the brake system requires brake blocks acting on the wheel tread, only the brake blocks listed in Appendix G shall be used.(k)The unit must be marked with all applicable markings in accordance with EN 15877-1:2012, in particular with the marking on:(i)the allocated interoperable gauge;(ii)the vehicle tare weight;(iii)the vehicle load table;(iv)the length over buffers;(v)the maintenance dates;(vi)the lifting and re-railing signs;(vii)the distance between the two end axles of the unit;(viii)the distance between bogie centres;(ix)the brake weight; and(x)the track gauge(s) the unit is compatible with and was assessed for.7.2.Substitution, renewal and upgradingThis Section deals with:substitutions of constituents as referred to in Article 2(p) of Directive 2008/57/EC, andthe renewal or upgrading of freight wagons, including the substitution of elements within a unit, in accordance with the conditions laid down in Article 20 of Directive 2008/57/EC.Concerning the substitution of constituents the following categories have to be considered.Certified ICs: Components which correspond to an IC in Chapter 5 and which are holding a certificate of conformity.Other components: Any component, which is not corresponding to an IC in Chapter 5.Non-certified ICs: Components which correspond to an IC in Chapter 5 but are not holding a certificate of conformity and which are produced before the expiry of the transitional period referred to in Section 6.3.Table 11 shows the possible permutations.
Table 11Substitution permutation table
… substituted by …
… certified ICs… other components… non-certified ICs
Certified ICs …checknot possiblecheck
Other components …not possiblechecknot possible
Non-certified ICs …checknot possiblecheck
The word "check" in Table 11 means that the entity in charge of maintenance (ECM) may under its responsibility substitute a component by another one utilising the same function and performance in accordance with the relevant TSI requirements considering these components are:suitable, i.e. conform to the relevant TSI(s),used within its area of use,enabling interoperability,meeting the essential requirements, andin line with restrictions eventually stated in the technical file.When the extent of the work leads to a different function or performance or in case of a substitution of an element within the unit, the contracting entity or the manufacturer is required to send the Member State concerned a file describing the project as set out in Article 20 of Directive 2008/57/EC. The Member State decides whether a new authorisation for placing in service is needed.
7.3.Specific cases7.3.1.IntroductionThe specific cases, as listed in point 7.3.2, are classified as:"P" cases"permanent" cases."T" cases"temporary" cases, where it is recommended that the target system is reached by 2020 (an objective set in Decision No 661/2010/EU of the European Parliament and of the Council of 7 July 2010 on Union guidelines for the development of the trans-European transport networkOJ L 204, 5.8.2010, p. 1.).7.3.2.List of specific cases7.3.2.1.General specific casesUnits running between a Member State and a third country with a network with 1520 mm track gauge: Specific case Finland, Poland and Sweden.("P") The application of national technical rules instead of the requirements in this TSI is allowed for third countries rolling stock.7.3.2.2.Axle bearing condition monitoring (point 4.2.3.4)(a)Specific case Sweden("T") Units intended to operate on the Swedish railway network shall be compliant with the target and prohibitive zones as set out in Table 12.The two zones underneath the axle box/journal set out in Table 12 referring to the parameters of the standard EN 15437-1:2009 shall be free to facilitate vertical monitoring by trackside axle box detection system:
Table 12Target and prohibitive zone for units intended to be operated in Sweden
YTA[mm]WTA[mm]LTA[mm]YPZ[mm]WPZ[mm]LPZ[mm]
System 1862≥ 40whole862≥ 60≥ 500
System 2905 ± 20≥ 40whole905≥ 100≥ 500
Units mutually recognised in accordance with point 7.1.2 and units equipped with on-board axle bearing condition monitoring equipment are exempted from this specific case.
(b)Specific case Portugal("P") Units intended to operate on the Portuguese railway network shall be compliant with the target and prohibitive zones as set out in Table 13.
Table 13Target and prohibitive zone for units intended to be operated in Portugal
YTA[mm]WTA[mm]LTA[mm]YPZ[mm]WPZ[mm]LPZ[mm]
Portugal1000≥ 65≥ 1001000≥ 115≥ 500
7.3.2.3.Safety against derailment running on twisted track (point 4.2.3.5.1)Specific case UK for Great Britain("P") The limitations to the use of Method 3 set out in EN 14363:2005 point 4.1.3.4.1 are not applicable for units that are intended for national use on the UK mainline network only.7.3.2.4.Running dynamic behaviour (point 4.2.3.5.2)Specific case UK for Great Britain("P") The limitations to the use of Method 3 set out in EN 14363:2005 clause 4.1.3.4.1 are not applicable for units that are intended for national use on the UK mainline network only.7.3.2.5.Characteristics of wheelsets (point 4.2.3.6.2)Specific case UK for Great Britain("P") For units intended to operate solely on the railway network of Great Britain the characteristics of the wheelsets may be in accordance with the national technical rules notified for this purpose.7.3.2.6.Characteristics of wheels (point 4.2.3.6.3)Specific case UK for Great Britain("P") For units intended to operate solely on the railway network of Great Britain the characteristics of the wheels may be in accordance with the national technical rules notified for this purpose.7.3.2.7.Attachment devices for rear-end signals (point 4.2.6.3)Specific case Ireland and UK for Northern Ireland("P") The attachment devices for rear-end signals are not mandatory for units intended to be operated only in traffic not crossing a border between EU Member States on networks with 1600 mm track gauge.
7.4.Specific environmental conditionsSpecific conditions Finland and SwedenFor unrestricted access of rolling stock to the Finnish and Swedish network under winter conditions, it shall be demonstrated that the rolling stock meets the following requirements:Temperature zone T2 as specified in point 4.2.5 shall be selected.Snow, ice and hail severe conditions as specified in point 4.2.5 shall be selected.Specific conditions Portugal and SpainFor unrestricted access of rolling stock to the Portuguese and Spanish network under summer conditions, temperature zone T3 as specified in point 4.2.5 shall be selected.7.5.Freight wagons operating under national, bilateral, multilateral or international agreementsSee Article 6.