S11 线路构件 标准查询与下载

BS EN 13848-1:2003+A1:2008 轨道交通.轨道.轨道几何质量.第1部分:轨道几何特性

This European Standard specifies the requirements for the homologation of track geometry quality parameters as measured by various measuring devices fitted on track recording vehicles. These measuring devices are described in A1 Part 2 of the standard. This European Standard applies to all track geometry parameters including track gauge, longitudinal level, alignment, cross level (cant/superelevation) and twist. It defines each parameter and specifies the requirements for measurement, the analysis methods and the presentation of results. !Parts 3 and 4 give a description of measuring devices complying partially with this Part 1 according to the specificities of respectively track construction and maintenance machines, and manual and lightweight devices.

Railway applications - Track - Track geometry quality - Part 1:Characterisation of track geometry

DIN EN 13232-2:2004 轨道交通.轨道.铁路侧线和道岔口.第2部分:几何设计要求

This document is the second in the series which makes up the EN for Switches and Crossings - Performance & Acceptance. It builds on the terminology and general framework set out in Part 1 and precedes the more detailed treatment of the Wheel/Rail Interaction in Part 3 and Operation & Safety in Part 4.

Railway applications - Track - Switches and crossings - Part 2: Requirements for geometric design; German version EN 13232-2:2003

DIN EN 13232-3:2004 轨道交通.轨道.铁路侧线和道岔口.第3部分:车轮/钢轨相互作用要求

This document is the third in the series which makes up the EN for Switches and Crossings - Performance & Acceptance. It builds on the terminology and general framework set out in Part 1 and the basic geometric design principles in Part 2. The standard covers the following subjects:; how to characterise wheel and track dimensions,; geometric design principles for wheel guidance,; design principles for wheel load transfer,; how to decide whether movable crossings are needed.#,,#

Railway applications - Track - Switches and crossings - Part 3: Requirements for wheel/rail interaction; German version EN 13232-3:2003

DIN EN 13232-1:2004 轨道交通.轨道.铁路侧线和道岔口.第1部分:定义

Railway applications - Track - Switches and Crossings - Part 1: Definitions; German version EN 13232-1:2003

DIN EN 13674-1:2003 轨道交通.轨道.钢轨.第1部分:46 kg/m及以上的丁字形铁道钢轨

This part of EN 13674 specifies flat bottom symmetrical railway rails of 46 kg/m and greater linear mass, for general and high speed railway track usage. Seven pearlitic steel grades are specified giving a hardness range between 200-390 HBW. The rails are either non heat treated carbon manganese or alloy steel, or heat treated carbon manganese or low alloy steel. There are 21 rail profiles specified in this Standard. Two rail classes are specified, differing in requirements for straightness, surface flatness and crown profile. Three classes of profile tolerances are specified.

Railway applications - Track; Rail - Part 1: Vignole railway rails 46 kg/m and above; German version EN 13674-1:2003

TB/T 2344-2003 43kg/m～75kg/m热轧钢轨订货技术条件

Technical specifications for the procurement of 43kg/m～75kg/m as rolled rails

BS EN 13674-1:2003+A1:2007 轨道交通.轨道,铁轨,46 kg/m以上的机车用丁字型铁轨

This European Standard specifies Vignole railway rails of 46 kg/m and greater linear mass, for general and high speed railway track usage. Seven pearlitic steel grades are specified covering a hardness range of 200 to 390 HBW and include non heat treated carbon manganese steels; non heat treated alloy steels; and heat treated carbon manganese and low alloy steels. There are 21 rail profiles specified in this Standard. Two classes of rail straightness are specified, differing in requirements for straightness, surface flatness and crown profile. Two classes of profile tolerances are specified.

Railway applications - Track - Rail - Vignole railway rails 46 kg/m and above

BS EN 13674-1:2003 轨道交通.轨道.钢轨.46kg/m及以上(列车)用丁字形铁轨

This European Standard specifies Vignole railway rails of 46 kg/m and greater linear mass, for general and high speed railway track usage. Seven pearlitic steel grades are specified covering a hardness range of 200 to 390 HBW and include non heat treated carbon manganese steels; non heat treated alloy steels; and heat treated carbon manganese and low alloy steels. There are 21 rail profiles specified in this Standard. Two classes of rail straightness are specified, differing in requirements for straightness, surface flatness and crown profile. Two classes of profile tolerances are specified.

Railway applications - Track - Rail - Vignole railway rails 46 kg/m and above

NF F50-051-7:2003 轨道交通.轨道.紧固系统的性能要求.第7部分:转辙器、闸口和护轨用特殊紧固系统

Railway applications - Track - Performance requirements for fastening systems - Part 7 : special fastening systems for switches and crossing and check rails.

TB/T 3080-2003 混凝土岔枕技术条件

本标准规定了混凝土岔枕的技术要求、试验方法、检验规则、标记和合格证明书、存放和运输、质保期。 本标准适用于标准轨距铁路道岔用无挡肩混凝土岔枕(以下简称岔枕)的制造及验收。

Technical rule for the concrete switch sleeper

NF H92-100/A1:2003 铁轨依存性存储和援救设备.安全性

Rail dependent storage and retrieval equipement - Safety.

DIN EN 13481-2:2003 轨道交通.轨道.紧固系统的性能要求.第2部分:混凝土轨枕用紧固系统

This document is applicable to fastening systems for use on concrete sleepers in ballasted track as follows: - main lines having a radius of curvature greater than 150 m and subject to a maximum design axle load of 260 kN; - light rail systems having a radius of curvature greater than 80 m and subject to a maximum design axle load of 130 kN. The requirements apply to: - direct fastening systems and systems which incorporate a baseplate; - fastening systems for the rail sections in prEN 13674-1 and prEN 13674-4. This document is not applicable to fastening systems for other rail sections, rigid fastening systems or special fastening systems used at bolted joints. This document is for type approval of a complete fastening assembly only.#,,#

Railway applications - Track; Performance requirements for fastening systems - Part 2: Fastening systems for concrete sleepers; German version EN 13481-2:2002

DIN EN 13481-5:2003 轨道交通.轨道.紧固系统的性能要求.第5部分:加厚钢板制轨道的紧固系统

This document is applicable to fastening systems for use in attaching rails to the uppermost surface of concrete or asphalt slabs in non-ballasted track as follows: - main lines having radius of curvature greater than 150 m and subject to a maximum design axle load of 260 kN; - light rail systems having a radius of curvature greater than 40 m and subject to a maximum design axle load of 130 kN. This includes fastening systems for floating slabs but does not include fastening systems for embedded rails. The requirements apply to the following: a) direct fastening systems; b) indirect fastening systems; c) fastening systems for the rail sections in prEN 13674-1 and prEN 13674-4; d) fastening systems which incorporate concrete elements which each have not more than one supporting element per rail. This document is not applicable to special fastening systems used at bolted joints. This document is for type approval of a complete fastening assembly only.

Railway applications - Track; Performance requirements for fastening systems - Part 5: Fastening systems for slab track; German version EN 13481-5:2002

DIN EN 13481-1:2003 轨道交通.轨道.紧固系统的性能要求.第1部分:定义

This standard lists the definitions of terms used in standard series EN 13146 and EN 13481.

Railway applications - Track; Performance requirements for fastening systems - Part 1: Definitions; German version EN 13481-1:2002

DIN EN 13481-4:2003 轨道交通.轨道.紧固系统的性能要求.第4部分:钢轨枕用的紧固系统

This document is applicable to fastening systems for use on steel sleepers in ballasted track as follows: - main lines having a radius of curvature greater than 150 m and subject to a maximum design axle load of 260 kN; - light rail systems having a radius of curvature greater than 80 m and subject to a maximum design axle load of 130 kN. The requirements apply to: - direct fastening systems and systems which incorporate a baseplate; - fastening systems for the rail sections in prEN 13674-1 and prEN 13674-4. This document is not applicable to fastening systems for other rail sections, rigid fastening systems or special fastening systems used at bolted joints. This document is for type approval of a complete fastening assembly only.#,,#

Railway applications - Track; Performance requirements for fastening systems - Part 4: Fastening systems for steel sleepers; German version EN 13481-4:2002

DIN EN 13481-3:2003 轨道交通.轨道:紧固系统的性能要求.第3部分:枕木用的紧固系统

This document is applicable to fastening systems for use on wood sleepers in ballasted track as follows: - main lines having a radius of curvature greater than 150 m and subject to a maximum design axle load of 260 kN; - light rail systems having a radius of curvature greater than 80 m and subject to a maximum design axle load of 130 kN. The requirements apply to: - direct fastening systems and systems which incorporate a baseplate; - fastening systems for the rail sections in prEN 13674-1 and prEN 13674-4. This document is not applicable to fastening systems for other rail sections, rigid fastening systems or special fastening systems used at bolted joints. This document is for type approval of a complete fastening assembly only.#,,#

Railway applications - Track; Performance requirements for fastening systems - Part 3: Fastening systems for wood sleepers; German version EN 13481-3:2002

BS EN 13481-7:2003 铁路设施.轨道.紧固系统的性能要求.转辙器、闸口和护轨用特殊紧固系统

This European Standard specifies performance requirements for special fastening systems for switches and crossings and for check rails connected to running rails (not independently fixed to to the bearers) on wood, concrete and steel bearers in ballasted track and on slab track. It applies to switches and crossings as follows: — in main lines having a radius of curvature in divergent track greater than 150 m and subject to a maximum axle load of 260 kN; — in light rail systems having a radius of curvature in divergent track greater than 80 m and subject to a maximum axle load of 130 kN. The requirements apply to fastening systems which incorporate a resilient element and are intended for use with stock rail sections in prEN 13674-1. This European Standard is not applicable to rigid fastening systems. This European Standard is for type approval of a complete fastening assembly only. Requirements for quality control are included in standards applicable to individual components.

Raiway applications - Track - Performance requirements for fastening systems - Special fastening systems for switches and crossings and check rails

TB/T 1495.5-2003 弹条Ⅰ型扣件.第5部分:弹条Ⅰ型、Ⅱ型扣件挡板座

TB/T 1495的本部分规定了弹条工型、n型扣件挡板座(以下简称挡板座)的型式尺寸、技术要求、试验方法、检验规则质量保证期及标志、包装、贮存和运输。 本部分适用于环境温度-50℃以上地区使用的挡板座。

Spring clip-Ⅰfastenings Part 5:Track insulators for spring clip-Ⅰ,Ⅱ fastenings

BS EN 13913:2003 轨道交通.橡胶悬挂部件.弹性体机械部件

This European Standard defines: — characteristics that elastomer-based mechanical parts shall achieve, together with applicable inspection and test methods to be carried out for verification; — approval procedure to be implemented by the customer; — guidelines for qualification of the product with specified requirements; — quality monitoring of elastomer-based mechanical parts in manufacture. This European Standard applies to elastomer-based mechanical parts designed to be fitted on railway vehicles and similar vehicles running on dedicated tracks with permanent guide systems, whatever the type of rail and the running surface. Typical applications of elastomer-based mechanical parts include: — vehicle suspension systems; — equipment mounting systems; — joints (e.g.: end-mountings of dampers, elastomer-based bearings, elastomer-based parts used on mechanical couplings); — limit stops. These parts can be: — made entirely of elastomer, operating on their own or in combination with other elastic parts; — made up of elastomer and other materials, adherent together or not. This European Standard does not apply to: — rubber diaphragms for pneumatic suspension springs; — elastic parts of buffing and drawgear springs; — diaphragms, bellows and seals; — hoses and tubings; — transmission belts.

Railway applications - Rubber suspension components - Elastomer-based mechanical parts

NF F51-101-2:2003 轨道交通.轨道.混凝土枕轨和支撑架.第2部分:加预应力的单块枕木

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