S11 线路构件 标准查询与下载

NF F50-803-2:2010 轨道交通.轨道.轨道线路设计参数.轨距1435mm和更宽.第2部分:道岔及交叉口和带曲率突变的相对线性设计情况

Railway applications - Track - Track alignment design parameters - Track gauges 1435 mm and wider - Part 2 : switches and crossings and comparable alignment design situations with abrupt changes of curvature.

EN 14811:2006+A1:2009 铁路应用.轨道.特殊用途的铁路.凹槽和相关设施

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

EN 13674-4:2006+A1:2009 铁路应用.轨道.钢轨.第4部分:每米27公斤到46公斤但不包括46公斤的维尼奥勒钢轨

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

NF F51-101-4:2009 轨道交通.轨道.混凝土轨枕和支座.第4部分:转辙器和交叉用预应力支座

Railway applications - Track - Concrete sleepers and bearers - Part 4 : prestressed bearers for switches and crossings.

NF F51-101-1:2009 轨道交通.混凝土轨枕和支承件.第1部分:一般要求

Railway applications - Track - Concrete sleepers and bearers - Part 1 : general requirements.

NF F51-101-5:2009 轨道交通.钢轨.混凝土轨枕及轨座.第5部分:特殊组件

Railway applications - Track - Concrete sleepers and bearers - Part 5 : special elements.

NF F51-101-3:2009 轨道交通.凝土枕木和垫块.第3部分:双体加筋轨枕

Railway applications - Track - Concrete sleepers and bearers - Part 3 : twin-block reinforced sleepers.

NF F51-101-2:2009 轨道交通.混凝土轨枕和承木.第2部分:预应力整体轨枕

Railway application - Track - Concrete sleepers and bearers - Part 2 : prestressed monoblock sleepers.

DIN EN 13230-5:2009 轨道交通.轨道.混凝土轨枕和支承件.第5部分:专用元件.英文版本EN 13230-5-2009

This part of EN 13230 defines additional technical criteria and control procedures related to the design and manufacture of special elements.

Railway applications - Track - Concrete sleepers and bearers - Part 5: Special elements;English version of DIN EN 13230-5:2009-09

NF F58-011-1:2009 轨道交通.轨道.轨道结构和维护机械.第1部分:运行的技术要求

Railway applications - Track - Railbound construction and maintenance machines - Part 1 : technical requirements for running.

DIN EN 13848-3:2009 轨道交通.轨道几何质量.第3部分:轨道施工和维护机械,DIN EN 13848-3:2009-08的英文版本

This European Standard specifies the minimum requirements that shall be met by measuring systems fitted on track construction and maintenance machines to give an evaluation of track geometry quality when measuring one or more of the parameters described in EN 13848-1. It does not seek to prescribe which parameters are to be measured, since these depend upon the measuring capabilities of the machine and the purpose for which the machine or its measuring system is used. It also sets out the acceptable differences from EN 13848-1 when using track construction and maintenance machines to measure track geometry. It applies to track geometry measuring systems which are fitted to track construction and maintenance machines from one year after the date of implementation of this standard.

Railway applications - Track - Track geometry quality - Part 3: Measuring systems - Track construction and maintenance machines; English version of DIN EN 13848-3:2009-08

DIN EN 15594:2009 轨道交通.轨道.电弧焊修复铁轨,英文版本 DIN EN 15594-2009-08

This European Standard specifies restoration by electric arc welding and is limited to the head of the rails only. This European Standard describes the approval systems for consumables and procedures used in manual metal arc and flux cored metal deposit rail repair welding. The standard includes the quality-related tasks and responsibilities of personnel involved in the electric arc repair welding of rails. The standard applies to plain rail and switches and crossings manufactured from new vignole railway rails R200, R220, R260, R260Mn, R260Cr and R350HT grade rails of 46 kg/m and above as contained in EN 13674-1 and EN 13674-2. The permitted welding processes are limited to Electric Arc (EA) in accordance with EN ISO 4063 and are by description Process No 111 : MMA (Manual Metal Arc) and Process No 114: FCAW (Flux Cored Arc Welding). This European Standard may be applied in situ, at line side or at out of track locations. The flash welded leg ends of austenitic manganese steel crossings are included in this standard, except when located within 500 mm of manganese crossings.

Railway applications - Track - Restoration of rails by electric arc welding; English version of DIN EN 15594:2009-08

DIN EN 14587-2:2009 轨道交通.钢轨的闪光对接焊.通过不同于固定厂房场地的移动焊接机械的新R220,R260,R260Mn和R350HT级钢轨,DIN EN 14587-2:2009-08的英文版本

This European Standard specifies requirements for the approval of a welding process by a MFBW machine at sites other than fixed plant, as well as the welding contractor together with the requirements for subsequent welding production. Where a MFBW machine is to be used in a static but temporary situation, the requirements of this part of the standard shall apply. It applies to new Vignole R220, R260, R260Mn and R350HT grade rails of 46 kg/m and above, as contained in EN 13674-1, welded by a MFBW machine at sites other than a fixed plant and intended for use on railway infrastructures. This European Standard applies to the welding of rails into welded strings.

Railway applications - Track - Flash butt welding of rails - Part 2: New R220, R260, R260Mn and R350HT grade rails by mobile welding machines at sites other than a fixed plant; English version of DIN EN 14587-2:2009-08

NF F58-600-3:2009 轨道交通.轨道.轨道几何质量.第3部分:测量系统.轨道结构和维护机械

Railway applications - Track - Track geometry quality - Part 3 : measuring systems - Track construction and maintenance machines.

BS EN 13230-2:2009 轨道交通.钢轨.混凝土轨枕及轨座.第2部分:预应力整体轨枕

This part of EN 13230 defines additional technical criteria and control procedures related to designing and manufacturing prestressed monoblock sleepers.

Railway applications - Track - Concrete sleepers and bearers - Part 2:Prestressed monoblock sleepers

BS EN 13848-3:2009 轨道交通.铁轨.铁轨几何形状质量.第3部分:测量系统.铁轨施工和维护设备

This European Standard specifies the minimum requirements that shall be met by measuring systems fitted on track construction and maintenance machines to give an evaluation of track geometry quality when measuring one or more of the parameters described in EN 13848-1. It does not seek to prescribe which parameters are to be measured, since these depend upon the measuring capabilities of the machine and the purpose for which the machine or its measuring system is used. It also sets out the acceptable differences from EN 13848-1 when using track construction and maintenance machines to measure track geometry. It applies to track geometry measuring systems which are fitted to track construction and maintenance machines from one year after the date of implementation of this standard.

Railway applications - Track - Track geometry quality - Part 3:Measuring systems - Track construction and maintenance machines

BS EN 13230-1:2009 轨道交通.钢轨.混凝土轨枕及轨座.第1部分:一般要求

This part of EN 13230 defines technical criteria and control procedures which have to be satisfied by the constituent materials and the finished concrete sleepers and bearers, i.e.: precast concrete sleepers, bearers for switches and crossings, and special elements for railway tracks. The main requirement of concrete sleepers and bearers is the transmission of vertical, lateral and longitudinal loads from the rails to the ballast or other support. In use they are also exposed to frost damage and to moisture, which can result in detrimental chemical reactions within the sleeper. In this standard mechanical tests are defined which provide assurance of the capability of sleepers or bearers to resist repetitive loading and provide sufficient durability. In addition controls are placed on manufacturing processes and tests to ensure that the concrete will not suffer degradation in service through chemical reaction and frost damage.

Railway applications - Track - Concrete sleepers and bearers - Part 1:General requirements

BS EN 13230-3:2009 轨道交通.钢轨.混凝土轨枕及轨座.第3部分:双体加筋轨枕

This part of EN 13230 defines technical criteria and control procedures for designing and manufacturing twin-block reinforced concrete sleepers.

Railway applications - Track - Concrete sleepers and bearers - Part 3:Twin-block reinforced sleepers

BS EN 15610:2009 轨道交通.噪声发射与火车经过时噪声产生相关的铁轨粗糙度测量

1.1 This European Standard specifies a direct method for characterizing the surface roughness of the rail associated with rolling noise ("acoustic roughness"), in the form of a one-third octave band spectrum. This standard describes a method for: a) selecting measuring positions; b) data acquisition; c) measurement data processing in order to estimate a set of one-third octave band roughness spectra; d) presentation of this estimate for comparison with limits of acoustic roughness; e) comparison with a given upper limit in terms of a one-third octave band wavelength spectrum. 1.2 It is applicable to the: a) performance testing of reference track sections for the measurement, within a period of three months before or after roughness characterization, of noise emitted by railway vehicles for acceptance testing purposes; b) acceptance of the rail surface condition only in the case where the result of the direct measurement of the acoustic roughness is regarded as an established acceptance criterion. 1.3 It is not applicable to the: a) measurement of rail roughness using an indirect method; b) measurement of combined wheel-rail roughness; c) analysis of the effect of wheel-rail interaction, such as a “contact filter”; d) approval of rail reprofiling, including rail grinding operations, except for those where the acoustic roughness (and not the level of corrugation) is an established approval criterion; e) characterization of track geometry. Testing and approval of measuring apparatus are not part of the scope of this standard.

Railway applications - Noise emission - Rail roughness measurement related to rolling noise generation

BS EN 13230-4:2009 轨道交通.轨道.混凝土轨枕和轨座.第4部分:道岔和道口用预应力轨座

This part of EN 13230 defines additional technical criteria and control procedures as well as specific tolerance limits related to designing and manufacturing prestressed bearers for switches and crossings with a maximum length of 8,5 m. Bearers longer than 8,5 m are considered as special elements and shall comply with EN 13230-5.

Railway applications - Track - Concrete sleepers and bearers - Part 4:Prestressed bearers for switches and crossings