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匝道桥单点连续顶推施工技术研究

姚伟 王毅 李英森

科技创新与应用2024,Vol.14Issue(17):177-180,4.
科技创新与应用2024,Vol.14Issue(17):177-180,4.DOI:10.19981/j.CN23-1581/G3.2024.17.042

匝道桥单点连续顶推施工技术研究

姚伟 1王毅 1李英森2

作者信息

  • 1. 昭通市交通建设工程质量安全监督局,云南 昭通 657000
  • 2. 中国市政工程西南设计研究总院有限公司,成都 610081
  • 折叠

摘要

Abstract

Incremental launching method is a commonly used construction method in the upper part of the bridge,which has the advantages of strong spanning ability,not affecting the traffic under the bridge,suitable for high pier operation and so on.Taking the ramp bridge of an existing expressway as an example,this paper introduces the construction method of the combination of hoisting and single point continuous jacking of the bridge.In the process of jacking,some control measures are taken,such as central axis deviation,local instability,vertical alignment of beam,stress monitoring,lateral displacement instability,pre-camber and so on.The strength and stiffness of guide beam and steel box girder meet the requirements,thereby can be used to guide bridge construction and provide reference for similar bridge construction.

关键词

匝道桥/顶推施工/钢箱梁/桥梁施工/施工方法

Key words

ramp bridge/incremental launching method/steel box girder/bridge construction/construction method

分类

交通工程

引用本文复制引用

姚伟,王毅,李英森..匝道桥单点连续顶推施工技术研究[J].科技创新与应用,2024,14(17):177-180,4.

科技创新与应用

2095-2945

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