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南京长江第四大桥钢箱梁施工关键技术

栾昌花

现代交通技术2012,Vol.9Issue(4):50-52,3.
现代交通技术2012,Vol.9Issue(4):50-52,3.

南京长江第四大桥钢箱梁施工关键技术

Key Technologies of Steel Box Girder Construction for the Fourth Nanjing Yangtze Bridge

栾昌花1

作者信息

  • 1. 南京长江第四大桥建设指挥部,江苏南京210001
  • 折叠

摘要

Abstract

The main bridge of the Fourth Nanjing Yangtze River is a three-span continuous steel box girder bridge.A variety of construction conditions, including the deepwater regions in the main channel, the shallow or waterless regions in the side spans at the north and the south side,no cable region in the main tower and the swinging in the ultra-low space at the end of beam are involved in the installation of the steel box girder.In addition,the displacement-limiting cable is set up in the north and south transition pier.All these complex construction conditions contribute to the difficult of the installation of the steel girder.Therefore, this paper focuses on the description of the key technologies of the steel girder installation,which may provide some references to the similar projects to some extent.

关键词

悬索桥/钢箱梁安装/限位索/施工关键技术

Key words

suspension bridge/steel box girder installation/displacement-limiting cable/key construction techniques

分类

交通工程

引用本文复制引用

栾昌花..南京长江第四大桥钢箱梁施工关键技术[J].现代交通技术,2012,9(4):50-52,3.

现代交通技术

1672-9889

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