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下穿铁路咽喉道岔区线路加固体系研究

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研究目的:由于道岔区轨道刚度和质量分布不均匀及其固有的不平顺性,结构受力比正线复杂.道岔一直是病害高发区域和养护维修的难点,因此顶桥下穿铁路咽喉道岔区比铁路正线风险高、难度大.基于此,本文提出一种新的受力性能好、适用范围广、应用于顶桥下穿多股道铁路咽喉道岔区的加固体系.研究结论:(1)横梁按照简支梁结构计算与实际横梁受力状态不相符,对纵横梁加固体系进行数值模拟分析时,将纵梁、钢轨、扣轨梁及岔枕等构件考虑在内,与实际工程中横梁的受力状态较为相符;(2)路基模量的变化对横梁和钢轨位移影响较小,为防止施工中顶桥区域及其两侧路基塌陷,建议采取适当注浆措施;(3)本文研究对顶桥下穿多股道既有铁路道岔区工程加固体系设计具有借鉴意义.
Research on Reinforcement System Passing through Railway Throat Switch Area
Research purposes:Due to the uneven distribution of track stiffness and mass in turnout area and its inherent irregularities,the structural stress is more complicated than that of the main line.Turnout has always been a high incidence area of disease and the difficulty of maintenance.Therefore,it is more risky and difficult to cross the railway throat switch area under the top bridge than the main railway line.In this paper,a new reinforcement system with good mechanical properties and wide application scope is put forward,which is applied to the railway throat switch area under the top bridge.Research conclusions:(1)The calculation of beam based on simply supported beam structure is inconsistent with the stress state of the actual beam.In the numerical simulation analysis of vertical and horizontal beam reinforcement system,the longitudinal beam,rail,rail beam and switch tie should be included,which is consistent with the stress state of the beam in the actual project.(2)The change of the modulus of the subgrade has little influence on the displacement of the beam and rail.In order to prevent the collapse of the top bridge area and the subgrade on both sides during construction,it is suggested to take appropriate grouting measures.(3)This research has a reference for the design of the reinforcement system of the railway throat switch area under the top bridge.

bridge engineeringframe bridgevertical and horizontal beam reinforcement systemswitch areafinite elementdeformation

赵大亮、刘金国、郭小亮

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中铁第五勘察设计院集团有限公司,北京 102600

桥梁工程 框架桥 纵横梁加固体系 道岔区 有限元 变形

中国铁路北京局集团有限公司重点课题中铁第五勘察设计院集团有限公司科研课题

2020BG06T5Y2021-C09

2024

铁道工程学报
中国铁道学会 中国铁路工程总公司 中国中铁股份有限公司

铁道工程学报

CSTPCD北大核心
影响因子:0.996
ISSN:1006-2106
年,卷(期):2024.41(5)
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