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曲线梁桥墩梁固结下悬臂横隔梁计算分析

李天忍

江西建材Issue(5):119-121,3.
江西建材Issue(5):119-121,3.

曲线梁桥墩梁固结下悬臂横隔梁计算分析

Analysis on Calculation of Crossbeam on Pier-Girder Consolidation of Curved Box Girder

李天忍1

作者信息

  • 1. 中铁第四勘察设计院集团有限公司厦门分院,福建 厦门 361010
  • 折叠

摘要

Abstract

Under the gravity and external load,the bend-twist effect of The box girder is obvious.In curved bridges the crossbeam plays an important role in strengthening the structure as a whole enhancing the horizontal connection among the main beams and improving the horizontal distribution of the load.So crossbeam must be paid more attention as primary member.In this paper,as the background of Xiamen BRT bridge,using the static models of different crossbeam systems,to research the crossbeam 0n pier-girder consolidation of curved box girder.And the re-sults show that force conditions of the two systems are close,but Reinforcement according to the calculation results of the beam model without considering the force of the top and bottom plates,the reinforcement is safe.

关键词

墩梁固结/曲线箱梁/横隔梁/有限元

Key words

Pier-girder consolidation/Curved box girder/Cross diaphragm/Finite element

分类

交通工程

引用本文复制引用

李天忍..曲线梁桥墩梁固结下悬臂横隔梁计算分析[J].江西建材,2024,(5):119-121,3.

江西建材

1006-2890

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