S10 铁路建筑设备综合 标准查询与下载
共找到 147 条与 铁路建筑设备综合 相关的标准，共 10 页
Railway applications. Automatic coupler. Performance requirements, specific interface geometry and test method
- ICS
- 45.040
- CCS
- S10
- 发布
- 2014-04-30
- 实施
- 2014-04-30
This European Standard characterizes the quality of track geometry based on parameters defined in EN 13848-1 and specifies the different track geometry classes which should be considered. This European Standard covers the following topics:- description of track geometry quality; - classification of track quality according to track geometry parameters; - considerations on how this classification can be used; - this European Standard applies to high-speed and conventional lines of 1435 mm and wider gauge; - this European Standard forms an integral part of EN 13848 series.
Railway applications - Track - Track geometry quality - Part 6: Characterisation of track geometry quality
- ICS
- 93.100
- CCS
- S10
- 发布
- 2014-03
- 实施
Railway applications - Design requirements for steps, handrails and associated access for staff - Part 1: Passenger vehicles, luggage vans and locomotives; German version EN 16116-1:2013
- ICS
- 45.060.20
- CCS
- S10
- 发布
- 2014-01
- 实施
Railway applications - Design requirements for steps, handrails and associated access for staff - Part 2: Freight wagons; German version EN 16116-2:2013
- ICS
- 45.060.20
- CCS
- S10
- 发布
- 2014-01
- 实施
Mechanical vibration - Resilient elements used in railway tracks - Part 5: Laboratory test procedures for under-ballast mats - Supplement 1: Test form; with CD-ROM
- ICS
- 17.160;93.100
- CCS
- S10
- 发布
- 2013-02
- 实施
Mechanical vibration - Resilient elements used in railway tracks - Part 7: Laboratory test procedures for resilient elements of floating slab track systems - Supplement 1: Test forms; with CD-ROM
- ICS
- 17.160;93.100
- CCS
- S10
- 发布
- 2013-02
- 实施
Mechanical vibration - Resilient elements used in railway tracks - Part 6: Laboratory test procedures for under-sleeper pads of concrete sleepers - Supplement 1: Test form; with CD-ROM
- ICS
- 17.160;93.100
- CCS
- S10
- 发布
- 2013-02
- 实施
This European Standard applies to hydraulic dampers and their end mountings used on rail vehicles. The dampers covered in this standard include: dampers that control the dynamic behaviour of a vehicle: suspensions dampers, (e. g. primary vertical dampers, secondary vertical dampers and secondary lateral dampers); yaw dampers; roll dampers; inter-vehicles dampers. dampers that control the dynamic behaviour of mechanical systems: pantograph dampers; motor dampers, etc. All relevant terminology which is specific to the subject is defined in this European Standard.
Railway applications - Suspension components - Hydraulic dampers
- ICS
- 45.040
- CCS
- S10
- 发布
- 2013
- 实施
- 2013-12-01
IEEE Standard for Performance of DC Overhead Current Collectors for Rail Transit Vehicles
- ICS
- 93.100
- CCS
- S10
- 发布
- 2013
- 实施
Railway applications - Track - Road-rail machines and associated equipment - Part 1: Technical requirements for running and working; German version EN 15746-1:2010+A1:2011
- ICS
- 93.100
- CCS
- S10
- 发布
- 2011-12
- 实施
Railway applications - Method for determining the equivalent conicity.
- ICS
- 17.040.20;45.060.01
- CCS
- S10
- 发布
- 2011-01-01
- 实施
- 2011-01-29
This European Standard deals with the technical requirements to minimize the specific railway hazards of self propelled road-rail machines-henceforward referred to as machines-and associated equipment.
Railway applications - Track - Road-rail machines and associated equipment - Part 1: Technical requirements for running and working; German version EN 15746-1:2010
- ICS
- 93.100
- CCS
- S10
- 发布
- 2010-09
- 实施
Mechanical vibration - Resilient elements used in railway tracks - Part 7: Laboratory test procedures for resilient elements of floating slab track systems
- ICS
- 17.160;93.100
- CCS
- S10
- 发布
- 2010-08
- 实施
This standard specifies laboratory test procedures for determining the parameters used to describe the static and dynamic properties of continuous elastic rail support systems used on all types of railways. The standard convers those parameters that are relevant for describing the effectivenes of a track structure in mitigating vibrations, that is, in reducing the emission of vibrations and structure-borne noise. It is not prossible to specify generally applicable load ranges for continuous elastic rail support systems, as such a load range depends both on the axle load and on the elasticity of the system itself. For the purposes of standardization, therefore, standard cases are described that can be amended as necessary to accommodate individual special cases. In addition to specifying the basic testing of relevant properties of continuous elastic rail support systems, this standard also specifies procedures for testing fitness for purpose and provides information on quality monitoring as part of quality assurance procedures. However, this standard does not contain requirements pertaining to the properties of continuous elastic rail support systems.
Mechanical vibration - Resilient elements used in railway tracks - Part 8: Laboratory test procedures for continuous elastic rail supports
- ICS
- 17.160;93.100
- CCS
- S10
- 发布
- 2010-08
- 实施
This standard specifies laboratory test procedures for determining the parameters used to describe the static and dynamic properties of under-ballast mats. The main areas of use of under-ballaset mats are: - reduction of vibrations, structure-borne noise and secondary air-borne noise in tramways, underground railways, suburban rapid transit and main-line railway systems; - reduction of ballast stress at high running speeds on main-line railway lines. In addition to specifying the basic testing of relevant properties of under-ballast mats, this standard also sets out procedures for testing fitness for purpose and provides information on quality monitoring as part of quality assurance procedures. However, this standard does not contain requirements pertaining to the properties of under-ballast mats.
Mechanical vibration - Resilient elements used in railway tracks - Part 5: Laboratory test procedures for under-ballast mats
- ICS
- 17.160;93.100
- CCS
- S10
- 发布
- 2010-08
- 实施
This standard specifies laboratory test procedures for determining the parameters used to describe the static and dynamic properties of padding elements for concrete sleepers (hereafter referred to as "under-sleeper pads") used in ballasted track. The main areas of use of under-sleeper pads are: - reduction of vibrations, structure-borne noise and secondary air-borne noise in tramways, underground railways, suburban rapid transit and main-line railway systems; - reduction of ballast stress at high running speeds on main-line railway lines. In addition to specifying the basic testing of relevant properties of under-ballast mats, this standard also sets out procedures for testing fitness for purpose and provides information on quality monitoring as part of quality assurance procedures.This standard, however, contain requirements pertaining to the properties of under-sleeper pads.
Mechanical vibration - Resilient elements used in railway tracks - Part 6: Laboratory test procedures for under-sleeper pads of concrete sleepers
- ICS
- 17.160;93.100
- CCS
- S10
- 发布
- 2010-08
- 实施
Mechanical vibration - Resilient elements used in railway tracks - Part 1: Terms and definitions, classification, test procedures
- ICS
- 01.040.17;01.040.93;17.160;93.100
- CCS
- S10
- 发布
- 2010-08
- 实施
Railway applications - Method for determining the equivalent conicity.
- ICS
- 17.040.20;45.060.01
- CCS
- S10
- 发布
- 2010-03-01
- 实施
- 2010-03-24
This European Standard describes methods of classification of existing and new railway lines and the categorisation of vehicles. The standard specifies the technical requirements for ensuring the compatibility of the interface between vehicle and infrastructure. The standard is suitable for use on freight, passenger and mixed traffic lines and contains requirements relevant to: -- classification of the vertical load carrying capacity of railway infrastructure; -- design of railway vehicles; -- determination of payload limits of freight wagons. A summary of the classification of infrastructure and categorisation of vehicles is given in Annex B. The assessment of the vertical load carrying capacity of civil engineering structures, track, sub-grade and earthworks by the use of the load models defined in Annex A permits the classification of infrastructure into line categories. This European Standard identifies on which lines vehicles are compatible to the infrastructure under normal operation conditions without further checks regarding vertical load effects. The methodology described in this European Standard is not valid for high speed rail traffic. Tilting traffic and the working of rail mounted plant and cranes etc. are also outside the scope of this European Standard. This European Standard does not cover the system used in Great Britain, where all lines and vehicles are to be classified in accordance with the IRA (Route Availability) System. A guide to the equivalent categories in accordance with this European Standard is given in Annex C. This European Standard does not cover requirements relating to the maximum total mass or maximum length of a train. The requirements of this European Standard do not replace regulations relating to e.g. dynamic wheel/rail contact force limits, vehicle ride considerations, vehicle structural design limitations etc.
Railway applications - Line categories for managing the interface between load limits of vehicles and infrastructure; English version of DIN EN 15528:2009-07
- ICS
- 03.220.30;45.060.20
- CCS
- S10
- 发布
- 2009-07
- 实施
This European Standard specifies the technical railway requirements for running of machines and other vehicles used for construction, maintenance and inspection of track, structures, track formation, infrastructure and fixed electric traction equipment.
Railway applications — Track — Railbound construction and maintenance machines Part 1: Technical requirements for running
- ICS
- 45.120;93.100
- CCS
- S10
- 发布
- 2009-02-28
- 实施
- 2009-02-28
