93.100 铁路建筑 标准查询与下载
共找到 648 条与 铁路建筑 相关的标准，共 44 页
This European Standard specifies the significant hazards, hazardous situations and events, common to selfpropelled road-rail machines and attachments as defined in 3.5 and 3.6 of EN 15746-1:2010 and arising due to the adaptation for their use on rail intended for construction, maintenance inspection of the railway infrastructure, shunting and emergency rescue vehicles, when they are used as intended and under conditions of misuse which are reasonably foreseeable by the manufacturer, see Clause 4. This European Standard deals with the common hazards during running, assembly and installation, commissioning, travelling on and off track, use including setting, programming, and process changeover, operation, cleaning, fault finding, maintenance and de-commissioning of the machines. NOTE 1 Specific measures for exceptional circumstances are not dealt with in this European Standard. They can be subject to negotiation between manufacturer and the machine operator. The common hazards dealt with include the general hazards presented by the machines, and also the hazards presented by the following specific machine functions: a) excavation; b) ballast tamping, ballast cleaning, ballast regulating, ballast consolidating; c) track renewal; d) rail grinding; e) craning; f) catenary renewal / maintenance; g) maintenance of the components of the infrastructure; h) inspection and measurement of the components of the infrastructure; i) tunnel inspection / ventilation; j) shunting; k) emergency rescue and recovery during commissioning, use, maintenance and servicing. It is assumed that a finished standard automotive chassis used as a host for a road-rail machine will offer an acceptable safety level for its designed functions before conversion. Unless explicitly stated otherwise in a particular clause this specific aspect is not dealt with in this European Standard. NOTE 2 A manufacturer should carry out an appropriate risk assessment for the complete machine. Irrespective of whether a harmonised standard exists for the machine in road configuration, this should identify any additional hazards arising from the particular application of the chassis and the protective measures required to adequately deal with them. This European Standard does not deal with: l) requirements with regard to the quality of work and the performance of the machine; m) machines that utilise the catenary for traction purposes; n) specific requirements established by a railway infrastructure manager; o) negotiations between the manufacturer and the machine operator for additional or alternative requirements; p) requirements for use and travel of the machine on public highway; q) hazards due to air pressure caused by the passing of high-speed trains at more than 190 km/h; r) requirements which could be necessary in case of use in extreme conditions, such as: 1) extreme ambient temperatures (tropical or polar); 2) highly corrosive or contaminating environment, e.g. due to the presence of chemicals; 3) potentially explosive atmospheres. Other special vehicles used on railway tracks are dealt with in other European Standards, see Annex D. This European Standard applies to all machines that are ordered one year after the publication date by CEN of this standard.
Railway applications - Track - Road-rail machines and associated equipment - General safety requirements
- ICS
- 93.100
- CCS
- S19
- 发布
- 2010-05-31
- 实施
- 2010-05-31
This European Standard specifies requirements for grooved rails and associated construction rail profiles for grooved rail facilities with a linear mass of 42 kg/m and upwards for use in tram transport systems. NOTE Grooved rails are also used for harbour and industrial tracks.Six pearlitic steel grades are specified in a hardness range between 200 HBW and 390 HBW. The rails are either non-heat-treated or heat-treated and are made from non-alloyed (C-Mn) steel in both cases.This standard specifies 18 specific grooved rail profiles and 7 specific construction rail profiles. The grooved rail profiles can also be used as construction elements in switches and crossings.Two grooved rail classes are specified differing in requirements for profile tolerances.
Railway applications - Track - Special purpose rail - Grooved and associated construction; German version EN 14811:2006+A1:2009
- ICS
- 93.100
- CCS
- S11
- 发布
- 2010-05
- 实施
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, which can arise during the commissioning, the operation and the maintenance of machines when carried out in accordance with the specification given by the manufacturer or his authorised representative. Part 1 of EN 15746 defines requirements for approval of the machine by an authorised body; Part 2 defines requirements for the machine to be declared conformant by the manufacturer, except in the case of machines classified under Annex 4 of the Machinery Directive, which require a conformity check in conjunction with a notified body. Additional requirements can apply for running on infrastructures with narrow gauge or broad gauge lines, lines of tramways, railways utilizing other than adhesion between the rail and rail wheels and underground infrastructures.This European Standard is also applicable for machines and associated equipment that in working configuration are partly supported on the ballast or the formation.This European Standard does not apply to the following: the requirements for quality of the work or performance of the machine; the specific requirements established by the machine operator for the use of machines, which will be the subject of negotiation between the manufacturer and the infrastructure manager; running and working whilst not on rails; separate machines temporarily mounted on machines and associated equipment; demountable machines as defined in 3.2; trailers as defined in 3.3, including road-rail trailers.This European Standard does not establish the additional requirements for the following: operation subject to special rules, e. g. potentially explosive atmospheres; hazards due to natural causes, e. g. earthquake, lightning, flooding; working methods; operation in severe working conditions requiring special measures, e. g. work in tunnels or in cuttings, extreme environmental conditions such as: freezing temperatures, high temperatures, corrosive environments, tropical environments, contaminating environments, strong magnetic fields; hazards due to errors in software; hazards occurring when used to handle suspended loads which may swing freely. Other track construction and maintenance machines used on railway tracks are dealt with in other European Standards, see Annex G.This European Standard applies to all machines which are ordered one year after the publication date by CEN of this European Standard.
Railway applications - Track - Road-rail machines and associated equipment - Part 1: Technical requirements for running and working (Incorporates Amendment A1: 2011)
- ICS
- 93.100
- CCS
- 发布
- 2010-04-01
- 实施
Railway applications - Track - Road-rail machines and associated equipment - Part 2: General safety requirements (Incorporates Amendment A1: 2011)
- ICS
- 93.100
- CCS
- 发布
- 2010-04-01
- 实施
This part of EN 13674 specifies flat bottom Vignole railway rails from 27 kg/m to, but excluding 46 kg/m.Five pearlitic steel grades are specified covering a rail hardness range of 200 HBW to 390 HBW and include non heat treated non-alloy steels, non-heat-treated alloy steels and heat-treated non-alloy steels.There are 13 rail profiles specified in this European Standard, but these may not be available in all steel grades.
Railway applications - Track - Rail - Part 4: Vignole railway rails from 27 kg/m to, but excluding 46 kg/m; German version EN 13674-4:2006+A1:2009
- ICS
- 93.100
- CCS
- S11
- 发布
- 2010-04
- 实施
The scope of this part is: - To establish material requirements for cast austenitic manganese steel for fixed crossings and cradles for crossings with moveable parts designed to be welded or bolted to rails. - To formulate codes of practice for inspection, testing of unmachined and machined heat-treated castings. - To list the methods by which crossings should be identified and traced. - To define limits of weld rectification by the supplier. - Special requirements for pre-hardened crossings.Geometrical aspects, as machining tolerances and inspection of finished crossings are covered in the EN 13232-6 & -7 and therefore not part of this EN.This standard specifies the minimum requirements for cast manganese crossing components. Special applications as for instance tram systems may require different demands in certain paragraphs and have to be agreed between customer and supplier.
Railway applications - Track - Switches and crossings - Crossing components made of cast austenitic manganese steel; German version EN 15689:2009
- ICS
- 93.100
- CCS
- S12
- 发布
- 2010-04
- 实施
This European Standard specifies the significant hazards, hazardous situations and events, common to railbound machines and arising due to the adaptation for their use on railways.
Railway applications - Track - Railbound construction and maintenance machines - Part 3: General safety requirements; German version EN 14033-3:2009
- ICS
- 93.100
- CCS
- S11
- 发布
- 2010-04
- 实施
- 2010-04-01
Railway applications - Track - Track alignment design parameters - Track gauges 1 435 mm and wider - Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of curvature
- ICS
- 93.100
- CCS
- 发布
- 2010-03-31
- 实施
- 2010-03-31
Railway applications - Track - Rail - Part 4: Vignole railway rails from 27 kg/m to, but excluding 46 kg/m
- ICS
- 93.100
- CCS
- 发布
- 2010-03-31
- 实施
- 2010-03-31
This International Standard covers high-level safety requirements applicable to automatedurban guided transport systems, with driverless or unattended self-propelled trains, operatingon an exclusive guideway.This standard only deals with the safety requirements needed to compensate for the absenceof a driver or attendant staff who would otherwise be responsible for some or all of trainoperation functions (see Table 1), depending on the level of automation of the system (seeshaded areas in Table 1 and see 3.1 for a definition of the different grades of automation).The requirements of this standard are restricted to transports systems as defined in Clause 5an
Railway applications - Automated urban guided transport (AUGT) - Safety requirements
- ICS
- 93.100
- CCS
- 发布
- 2010-03-26
- 实施
- 2010-03-26
Railway applications - Track - Switches and crossings - Crossing components made of cast austenitic manganese steel
- ICS
- 93.100
- CCS
- 发布
- 2010-03-15
- 实施
- 2010-03-15
Railway applications - Track - Railbound construction and maintenance machines - Part 3 : general safety requirements.
- ICS
- 93.100
- CCS
- S10;S22
- 发布
- 2010-03-01
- 实施
- 2010-03-03
Railway applications. Track. Railbound construction and maintenance machines. General safety requirements
- ICS
- 93.100
- CCS
- S11;S19
- 发布
- 2010-01-31
- 实施
- 2010-01-31
The scope of this European Standard is: - to establish material requirements for cast austenitic manganese steel for fixed crossings and cradles for crossings with moveable parts designed to be welded or bolted to rails; - to formulate codes of practice for inspection, testing of un-machined and machined heat-treated castings; - to list the methods by which crossings should be identified and traced; - to define limits of weld rectification by the supplier; - special requirements for pre-hardened crossings. Geometrical aspects, as machining tolerances and inspection of finished crossings are covered in EN 13232-6 and EN 13232-7 and therefore not in this European Standard. This European Standard specifies the minimum requirements for cast manganese crossing components. Special applications (for instance tram systems) can require different demands in certain paragraphs and need to be agreed between customer and supplier.
Railway applications - Track - Switches and crossings - Crossing components made of cast austenitic manganese steel
- ICS
- 93.100
- CCS
- S11
- 发布
- 2010-01-31
- 实施
- 2010-01-31
This document is a Technical Report about the basic standard. It is applicable to the same systems and addresses the same audience as the standard itself. It enhances information on specific items on the application of EN 50129. The following items are covered, within the scope of this Application Guideline of EN 50129, as follows: Clause 4 deals with identification and mitigation of failures in the concept, specification and design phases. It is mainly dedicated to designers and verifiers and product safety engineers; Clause 5 deals with the preparation of a safety case, enhancing points providing the required evidence for safety assessment and approval. It is mainly dedicated to verifiers, validators, safety managers, quality managers and safety engineers; Clause 6 deals with the activities an Independent Safety Assessor has to carry out. It is mainly dedicated to safety assessors, safety authorities, safety managers and safety approvals. In drafting this guidance, it is assumed that the reader is familiar with the basic structure of the standard.
Railway applications — Communication, signalling and processing systems — Application guide for EN 50129
- ICS
- 93.100
- CCS
- S71
- 发布
- 2010-01-31
- 实施
- 2009-12-31
This European Standard specifies laboratory test procedures to determine the static and dynamic stiffness of rail pads, baseplate pads and complete rail fastening assemblies. The procedures for dynamic stiffness cover low and high frequencies.
Railway applications - Track - Test methods for fastening systems - Determination of stiffness
- ICS
- 93.100
- CCS
- S11
- 发布
- 2010-01-31
- 实施
- 2010-01-31
Railway applications. Track. Switches and crossings. Crossing components made of cast austenitic manganese steel
- ICS
- 93.100
- CCS
- 发布
- 2010-01-31
- 实施
- 2010-01-31
Railway applications. Track. Test methods for fastening systems. Determination of stiffness
- ICS
- 93.100
- CCS
- 发布
- 2010-01-31
- 实施
- 2010-01-31
Railway applications. Track. Test methods for fastening systems. Determination of stiffness
- ICS
- 93.100
- CCS
- S11
- 发布
- 2010-01-31
- 实施
- 2010-01-31
This European Standard specifies the rules and values for the track alignment design parameters used to determine the maximum operating speeds over tracks with abrupt changes in curvature and, consequently, abrupt changes of cant deficiency. Such conditions occur in the following situations:- in the diverging tracks in switch and crossing layouts;- when it is not practical to design an alignment with transition curves;- if the length of a transition curve is less than the minimum required for plain line track.Engineering requirements specific to the mechanical behaviour of switch and crossing components and subsystems are to be found in the relevant standar
Railway applications - Track - Track alignment design parameters - Track gauges 1 435 mm and wider - Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of curvature
- ICS
- 93.100
- CCS
- 发布
- 2010-01-15
- 实施
- 2010-01-15
