A PASSENGER RAILWAY PLATFORM WITH DEMOUNTABLE EDGE

Receipt date: 
15.02.2019
Bibliographic description of the article: 

Titov K. M., Koven'kin D. A., Kholodov P. N. Passazhirskaya platforma zheleznodorozhnogo puti so s"emnym kraem [A passenger railway platform with demountable edge]. Sovremennye tekhnologii. Sistemnyi analiz. Modelirovanie [Modern Technologies. System Analysis. Modeling], 2019. Vol. 62, No. 2. Pp. 226–233. DOI: 10.26731/1813-9108.2019.2(62).226–233

Section: 
Year: 
2019
Journal number: 
УДК: 
625.16
DOI: 

10.26731/1813-9108.2019.2(62).226–233

Article File: 
Pages: 
226
233
Abstract: 

In the work considers various types of standard and patented passenger platforms used in Russia. It indicates the constructional features and disadvantages of existing types of passenger platforms. Based on the analysis of various design considerations and requirements during trackworks, a design is proposed that allows using track equipment in the repair of a railway track without dismantling the permanent part of the platform. At the same time, unlike analogs, the platform has a simpler construction and can be placed not only in a straight track section, but also in a curved one. In the future, this design of the passenger platform was patented in the Russian Federation as a utility model. The article describes the design of the proposed platform with a detailed analysis of individual technical solutions. In the new design of the passenger platform, the proposed demountable edge is considered in several versions. For each variant of the demountable edge, a description of the materials used and individual components of the structure are given, with an indication of the resulting benefits. The technology of installation of a demountable edge of this passenger platform is proposed. Three-dimensional models of the demountable edge of the platform were built for two versions: with reinforced concrete slabs and expanded metal sheets. To assess the stress-strain state of the demountable edge of the platform, as well as the selection of its optimal parameters, the platform was calculated using the finite element method using the MSC NASTRAN software package.

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