首页|四肢异形独塔斜拉桥桥塔设计

四肢异形独塔斜拉桥桥塔设计

Tower Design of Cable-stayed Bridge with Single Tower and Four Special-shaped Limbs

扫码查看
邓州市穰城跨湍河大桥为主跨90m+90m的空间框架式独塔钢-混凝土组合梁斜拉桥,主塔采用四肢异形空间框架式独塔,桥塔设计总高75.5m,四根塔柱倾斜角度较大,且上塔柱为空间曲线结构,塔柱受弯、剪、扭效应明显.结合MIDAS Civil对桥塔进行静、动力分析.索塔上采用多种形式的横梁,针对不同位置的横梁选择相对最优的衔接位置、锚固方式来优化设计.总结四肢异形独塔斜拉桥在桥塔设计中遇到的重难点,为类似桥塔设计提供参考.
Tuanhe Bridge is a single tower cable-stayed bridge,with a steel-concrete composite spatial frame tower,and with the 90m+90m main span across Tuanhe river in Dengzhou city.The design height of main sin-gle tower is 75.5m,with four special-shaped limbs.The four tower columns have large dip angle,curved top profile,and as a result,significantly higher bending,shear,and torsion effects.Based on MIDAS Civil,static and dynamic analysis were carried out to study the mechanical state of bridge tower.Using a variety of forms beams in cable tower,different cohesion positions,anchoring methods were selected for design optimization.Through the tower design of cable-stayed bridge with single tower and four special-shaped limbs,the main points and difficulties were concluded,and can be referenced by similar bridge tower design.

Four special-shaped limbsSpatial frameSingle tower cable-stayed bridgeBridge tower de-signForce analysis

胡智敏、丁伟亮、宁鑫淼、曾冬雷、李萌

展开 >

广东省建筑设计研究院有限公司 广州 510010

四肢异形 空间框架式 独塔斜拉桥 桥塔设计 受力分析

2024

特种结构
北京市市政工程设计研究总院

特种结构

影响因子:0.234
ISSN:1001-3598
年,卷(期):2024.41(2)
  • 10