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独柱墩桥梁抗倾覆验算及加固设计

龙柏全 张晓旭

江西建材Issue(6):151-153,3.
江西建材Issue(6):151-153,3.

独柱墩桥梁抗倾覆验算及加固设计

Anti-overturning Checking Calculation and Reinforcement Design of Single-column Pier Bridge

龙柏全 1张晓旭1

作者信息

  • 1. 四川省公路规划勘察设计研究院有限公司,四川 成都 610000
  • 折叠

摘要

Abstract

The bridge general finite element analysis software Midas Civil 2021 and midas Civil Designer is used to check the overturning of the single pier bridge of the B ramp bridge of the roller dam hub.Three reinforcement schemes are proposed according to the test calculation re-sults,and the optimal scheme is selected through comparative analysis.The calculation results show that in the characteristic state 1,although a support is empty,the bridge structure system is still stable and will not overturn.In the characteristic state 2,the stability coefficient of the bridge against overturning is 4.54,which meets the specification requirements.In order to ensure the higher safety of the bridge,the reinforce-ment scheme including the addition of pull rod and cover beam support is proposed.After the implementation,the anti-overturning coefficient of the bridge is increased to 6.1.The single column pier bridge of the B ramp bridge of the water roller dam hub meets the requirements of the current specifications,but in order to improve its anti-overturning ability and ensure driving safety,a comprehensive reinforcement design scheme is recommended and implemented.

关键词

桥梁工程/独柱墩桥墩/抗倾覆验算/加固设计方案

Key words

Bridge engineering/Single-column pier pier/Anti-overturning test calculation/Reinforcement design scheme

分类

交通工程

引用本文复制引用

龙柏全,张晓旭..独柱墩桥梁抗倾覆验算及加固设计[J].江西建材,2024,(6):151-153,3.

江西建材

1006-2890

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