异型独塔斜拉桥纵向水平力平衡措施分析
Analysis of Longitudinal Horizontal Force Balance Measures for Special-shaped Single-tower Cable-stayed Bridge
吴洪锦1
作者信息
- 1. 中铁四局集团有限公司设计研究院,安徽 合肥 230051
- 折叠
摘要
文章以花山大桥为例,首先介绍了其概况,随后针对花山大桥的建设条件,展开了其纵向不平衡水平力控制措施的选择及设计,包括控制措施对比、抗推支座设置位置研究及主梁纵向抗推措施设计三方面.以景观因素为主导,选择以墩塔设置纵向限位装置的方式解决不平衡水平力问题,保障了花山大桥受力合理、结构安全,可以为类似桥梁的设计提供参考.
Abstract
Taking Huashan Bridge as an example,this paper first introduces its general situation;then,according to the construction conditions of Huashan Bridge,the selection and design of the control measures for the longitudinal unbalanced horizontal force are carried out,including the comparison of control measures,the research on the setting position of the anti-thrust bearing and the design of the longitudinal anti-thrust measures of the main girder.Dominated by landscape factors,the problem of unbalanced horizontal force is solved by setting longitudinal restrainer on pier tower,which ensures the reasonable force and structural safety of Huashan Bridge,and can provide reference for the design of similar bridges.
关键词
独塔/斜拉桥/不平衡水平力Key words
single tower/cable-stayed bridge/unbalanced horizontal force引用本文复制引用
出版年
2024
NETL
NSTL
维普
万方数据