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300 m曲线半径及4座岛式车站条件下高架桥架梁方案优化

和锋刚 谭志勇 汪新雷

城市建筑Issue(15):358-359,2.
城市建筑Issue(15):358-359,2.

300 m曲线半径及4座岛式车站条件下高架桥架梁方案优化

The Scheme Optimization of Viaduct Bridge Girder under the Condition of 300 m Curve Radius and Four Island Station

和锋刚 1谭志勇 1汪新雷1

作者信息

  • 1. 中铁电气化局集团东南公司,南昌 330038
  • 折叠

摘要

Abstract

This article takes the inter-city light-rail 3 frame beam scheme of Ningtian city as an example, combines with the working conditions of 300 m smal curve, island stations to discuss different scheme of frame beam. By increasing the nu-mber of girder point to solve the problem of settled island station can't stand, and gantry hanger beam can solve the prob-lem of 300 m smal curve girder, so as to provide reference for the similar engineering construction scheme optimization.

关键词

300m曲线半径/岛式/架梁

Key words

300-m/curve-radius/island-type/girder

引用本文复制引用

和锋刚,谭志勇,汪新雷..300 m曲线半径及4座岛式车站条件下高架桥架梁方案优化[J].城市建筑,2014,(15):358-359,2.

城市建筑

1673-0232

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