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. 14 ›› Issue (5) : 41 -45.

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

泰州大桥悬索主桥钢箱梁吊装施工顺序的确定

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

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摘要

泰州大桥是世界上首座超千米的三塔两跨悬索桥,主跨为2×1 080 m,中塔采用纵向“人”字形、横向门式框架型钢塔,边塔采用门式框架型混凝土塔,加劲梁为扁平流线型钢箱梁结构,全桥共136片钢箱梁,总重约33 426 t。通过分析钢箱梁吊装顺序对结构体系和施工难度的影响,确定了三塔悬索桥合适的钢箱梁吊装顺序。

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 2×1 080 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 bridge 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 pan suspension bridge / steel box girder / lifting sequence

Author summay

王峻(1973—),男,江苏姜堰市人,高级工程师,主要从事桥梁工程建设管理工作

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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 DOI:

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