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泰州大桥悬索主桥钢箱梁吊装施工顺序的确定

王峻 梁进达

中国工程科学2012,Vol.14Issue(5):41-45,5.
中国工程科学2012,Vol.14Issue(5):41-45,5.

泰州大桥悬索主桥钢箱梁吊装施工顺序的确定

Determination of lifting sequence of steel box girders of suspension main bridge of Taizhou Bridge

王峻 1梁进达2

作者信息

  • 1. 江苏省长江公路大桥建设指挥部,江苏泰州225321
  • 2. 中交第二公路工程局第二工程有限公司,西安710119
  • 折叠

摘要

Abstract

Taizhou Bridge is the first three-tower two-span suspension bridge with spans over 1 000 m in the world. Its main spans are 2 x 1 080 m; the middle tower is a steel frame with longitudinal herringbone shape and lateral gate shape; the side towers are gate shaped concrete frames; the stiff girder consists of flat streamline steel box girders, with a total of 136 steel box girders of about 33 426 t for the whole bridge. This article determines the proper lifting sequence of steel box girders of this three-tower suspension bridge1 by analyzing the effect of steel box girders lifting sequence on structural system and difficulty in construction .

关键词

三塔两跨悬索桥/钢箱梁/吊装顺序

Key words

three-tower two-span suspension bridge/ steel box girder/ lifting sequence

分类

交通工程

引用本文复制引用

王峻,梁进达..泰州大桥悬索主桥钢箱梁吊装施工顺序的确定[J].中国工程科学,2012,14(5):41-45,5.

基金项目

交通行业联合科技攻关项目(2008-353-332-170) (2008-353-332-170)

江苏省"333高层次人才培养工程"专项资助 ()

中国工程科学

OA北大核心CSTPCD

1009-1742

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