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现行 ISO/TS 14837-34:2024
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Mechanical vibration — Ground-borne noise and vibration arising from rail systems — Part 34: Characterizing irregularity of the running surfaces with respect to vibration excitation 机械振动.轨道系统产生的地面噪声和振动.第34部分:振动激励下运行表面不规则性的表征
发布日期: 2024-11-11
本文件规定了测量和分析运行表面不规则性的方法,用于预测和评估铁路系统产生的地面噪声和振动。本文件 a)定义可以被描述为轨道或车轮粗糙度的数据,并且可以用于量化用于产生可导致来自铁路车辆的地面振动的动态力的源项, b)给出关于可用于测量作为沿轨道表面或车轮参数的运行方向的高度变化的粗糙度的设备类型的指南, c)给出关于可用于从在轨道头或车轮周边的长度上获取的测量记录获得粗糙度波长谱的估计的方法的指导,以及 d)提供关于粗糙度谱的呈现的指导,该粗糙度谱表示与产生振动的能力相关的轨道或车轮的长度的状况。 本文件不 e)就局部几何特征的表征提供指导(例如,道岔、交叉、钢轨凹陷、偶尔的钢轨接头和运行表面的局部几何缺陷)。由于轮轨接触处几何形状的变化,这些特征很可能产生与其振幅非线性的动态力。因此,这些特征不是由本文档中定义的分析方法表征的。附录A提供了关于局部几何特征表征的进一步信息, f)就可使用的粗糙度测量设备的规格或测试提供指导。附录B概述了测量设备, g)就轨道质量的测量或分析提供指导,用于评估地面振动以外的任何其他目的, h)提供旨在表示典型粗糙度的粗糙度谱的任何示例。不同轨道位置之间的粗糙度水平差异很大,并且本文中使用的任何示例都不是基于它们的有用性来选择的, i)推广测量设备的任何特定品牌、型号或制造商,以及 j)推荐或推广用于实施分析程序的软件。

This document specifies methods for measuring and analysing irregularities of running surfaces for use in the prediction and assessment of ground-borne noise and vibration arising from railway systems. This document

a)       defines the data that can be described as rail or wheel roughness and that can be used to quantify a source term for the generation of the dynamic forces that can lead to ground-borne vibration from railway vehicles,

b)       gives guidance regarding the types of equipment that can be used to measure roughness as a variation of height along the running direction of the rail surface or wheel parameter,

c)        gives guidance regarding the methods that can be used to obtain an estimate of the roughness wavelength spectrum from measurement records taken over a length of rail head or wheel perimeter, and

d)       gives guidance regarding the presentation of a roughness spectrum representing the condition of a length of rail or of a wheel related to its ability to generate vibration.

This document does not

e)       give guidance regarding the characterization of localized geometrical features (e.g. switches, crossings, rail squats, occasional rail joints and localized geometrical defects of the running surface). These features are likely to produce dynamic forces that are not linear with their amplitude because of the change of geometry at the wheel-rail contact. Hence these features are not characterized by methods of analysis defined within this document. Annex A provides further information regarding the characterization of localized geometrical features,

f)         give guidance regarding the specification or testing of roughness measurement equipment that can be used. Annex B provides an overview of measuring equipment,

g)       give guidance regarding the measurement or analysis of track quality for any other purpose than the assessment of ground-borne vibration,

h)       present any example of roughness spectra intended to represent typical roughness. Roughness levels vary greatly between track sites and any examples used in this document have not been selected on any other basis than their usefulness for the purpose of demonstrating the principles of analysis,

i)         promote any particular make, model or manufacturer of measurement equipment, and

j)         recommend or promote software for the implementation of the analysis procedure.

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归口单位: ISO/TC 108/SC 2
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