Issues of Design and Construction of Bridge Structures for Domestic High-Speed Railways

Vladimir Smirnov
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Abstract

Purpose: The purpose is to highlight the state of the issue on the design and construction of domestic bridge structures for high-speed railways (HSR) and to develop proposals for structural and technical solutions for multi-span bridge structures of the overpass type, ensuring the operation of overpasses outside the resonance conditions. Methods: The method of analysis of structural and technological solutions of foreign bridge structures on HSR lines and design developments of domestic designers has been used. Results: The generalization of the world and domestic experience in the design and construction of the HSR infrastructure given in the article allows us to develop certain recommendations for the design and construction of bridge structures on the HSR in Russia. The relevance of the topic lies in the need to obtain data required for the construction of bridge facilities on the HSR in domestic conditions, since we do not have our own HSR yet. Practical significance: The article describes the design features of bridge structures on the HSR, the requirements for artificial structures operating in conditions of high-speed train traffic, describes bridge structures built abroad, as well as project and design developments of domestic design organizations. An assessment is given to some of the bridge facilities of the HSR built in Germany, South Korea, Spain. The high level of unique bridge structures of the HSR built in recent years in China is particularly emphasized. Proposals have been developed for structural and technological solutions of bridge multi-span regular structures in the form of overpasses based on the prevention of resonant effects in the “train — bridge” system during the movement of rolling stock at high speeds. The conclusion is made about the ability of the domestic bridge community to successfully solve the problems associated with the construction of bridge structures for domestic high-sp eed railways.
国内高速铁路桥梁结构设计与施工问题
目的:强调国内高速铁路桥梁结构设计与施工的现状,提出立交桥式多跨桥梁结构的结构与技术解决方案,保证立交桥在共振条件外的正常运行。方法:采用国外高铁线路桥梁结构的结构技术方案和国内设计人员的设计进展分析方法。结果:本文总结了国内外高铁基础设施设计和建设的经验,为俄罗斯高铁桥梁结构的设计和建设提供了一定的建议。这个话题的相关性在于,由于我们还没有自己的高铁,需要在国内条件下获得高铁桥梁设施建设所需的数据。现实意义:本文介绍了高铁桥梁结构的设计特点,高速列车交通条件下对人工结构的要求,介绍了国外的桥梁结构,以及国内设计机构的项目和设计进展。对在德国、韩国、西班牙建造的高铁部分桥梁设施进行了评估。特别强调近年来在中国建成的高铁的高水平独特的桥梁结构。从防止列车-桥梁系统在高速运行时产生共振效应的角度出发,提出了以立交桥形式的桥梁多跨规则结构的结构和技术解决方案。得出了国内桥梁界成功解决国内高速铁路桥梁结构施工问题的能力。
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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