Investigation of the Geometrical Deterioration of Paved Superstructure Tramway Tracks in Budapest (Hungary)

IF 2.9 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
V. Jover, Z. Major, A. Németh, D. Kurhan, M. Sysyn, S. Fischer
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Abstract

In the 21st century, one of the key requirements is to develop and maintain our infrastructure facilities most efficiently using the available resources. Tramways are of significant national economic importance and represent an important national asset. There are currently seven different types of superstructure systems in Hungary, based on the national regulations and the related requirements currently in force. This paper compares the paved tramway superstructure systems in the context of track geometry, through-rolled axle tons of track, and the age of track sections. Paved tracks have many benefits, but the main ones are easier maintenance and road traffic use. Elastically supported continuous rail bedding (ESCRB; in Hungary, this is known as “RAFS”) and “large” slab superstructure systems are used to create paved superstructure systems. Road crossings use the latter systems, while heavily loaded lines use several ESCRB systems. This article examines the geometrical changes in several ESCRB superstructure systems. A TrackScan 4.01 instrument was used to take measurements in June and September 2021 and in April 2022, September 2022, and May 2023. Track gauge, alignment, and longitudinal level are examined. Regardless of the ESCRB superstructure system or age, a medium-loaded line’s track gauge trendline increases, which means that the track gauge is widening and, regardless of traffic load or age, the average longitudinal level is constantly increasing from year to year. When it is a medium-loaded line, the average value of alignment increases slightly, and the trendline is almost straight, but it decreases when it is an extremely heavily loaded line. The authors will analyze how the reference track section will change in the future. Based on the results, it is important to assess how subsequent measurements affect the trend lines. Because the data evaluations show similar results, comparing open tramway tracks to paved ones is crucial.
布达佩斯(匈牙利)有轨电车路面上部结构轨道几何恶化调查
在21世纪,其中一个关键要求是利用现有资源最有效地发展和维护我们的基础设施。有轨电车在国民经济中占有重要地位,是一项重要的国家资产。根据现行的国家法规和相关要求,匈牙利目前有七种不同类型的上层建筑体系。本文从轨道几何形状、轨道贯轴吨数、轨道段龄等方面对铺装有轨电车上层结构体系进行了比较。铺砌的轨道有很多好处,但主要的是更容易维护和道路交通使用。弹性支承连续轨垫层;在匈牙利,这被称为“RAFS”)和“大”板上层建筑系统用于创建铺装上层建筑系统。十字路口使用后一种系统,而重载线路使用几个ESCRB系统。本文考察了几个ESCRB上层建筑体系的几何变化。使用TrackScan 4.01仪器在2021年6月和9月以及2022年4月、2022年9月和2023年5月进行测量。轨距,对准,和纵向水平进行检查。无论ESCRB上层建筑系统或使用年限如何,中等负荷线路的轨距趋势线都在增加,即轨距在变宽,无论交通负荷或使用年限如何,平均纵向水平都在逐年不断增加。当为中等负荷线时,对中平均值略有增加,趋势线几乎为直线,但当为极重负荷线时,对中平均值减小。作者将分析参考轨道段在未来的变化。基于结果,评估后续测量如何影响趋势线是很重要的。由于数据评估显示了相似的结果,因此将开放式有轨电车轨道与铺设的有轨电车轨道进行比较至关重要。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Infrastructures
Infrastructures Engineering-Building and Construction
CiteScore
5.20
自引率
7.70%
发文量
145
审稿时长
11 weeks
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