首页|期刊导航|科技创新与应用|高速铁路连续箱梁支座纵向预偏量理论数值精确计算研究

高速铁路连续箱梁支座纵向预偏量理论数值精确计算研究OA

中文摘要英文摘要

高速城际铁路穿越城区,跨越道路、河流,连续箱梁结构较多.连续箱梁支座安装精度要求高,控制难,其中支座预偏量计算无设计参考文件或规范详细说明,实际计算过程中出错的可能性较大.该文针对高速铁路连续箱梁支座预偏量的理论数值精确计算进行充分、详细的研究、分析,形成一种简明、精确的算法,可供后续工程参考与借鉴.

The high-speed intercity railway crosses the Urban area,spans roads and rivers,and has many continuous box girder structures.Continuous box girder bearings require high installation accuracy and difficult control.Among them,there is no detailed description in design reference documents or specifications for the calculation of bearing pre-deflection,and there is a high possibility of errors during the actual calculation process.This paper conducts sufficient and detailed research and analysis on the theoretical numerical accurate calculation of the bearing pre-deflection of continuous box girder of high-speed railway,and forms a concise and accurate algorithm,which can be used as reference for subsequent projects.

尹威

中交二航局第四工程有限公司,安徽 芜湖 241000

交通工程

铁路连续箱梁预偏量精确计算支座安装工程应用

railway continuous box girderpreloadaccurate calculationsupport installationengineering application

《科技创新与应用》 2026 (12)

152-155,4

10.19981/j.CN23-1581/G3.2026.12.038

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