期刊文献+

普速铁路单线独塔斜拉桥总体设计及创新 被引量:9

Overall Design and Innovation of Single Tower Cable-stayed Bridge on Conventional Railway
在线阅读 下载PDF
导出
摘要 潜江铁路支线属于江汉平原货运系统的重要组成部分,岳口汉江特大桥是潜江铁路支线跨越汉江的控制性重点工程。为提高结构通航安全性,更好地满足防洪要求,主桥采用(32.7+50+93.7+260+38.2) m的独塔双索面混合梁斜拉形式,实现大跨独塔结构体系在国内铁路桥梁上的跨度突破。考虑到建造铁路大跨度独塔混合梁斜拉桥面临着疲劳活载大、动力指标及刚度要求高等诸多难题,且非对称铁路独塔斜拉桥具有设计技术复杂、建设标准高等特点,对主桥的桥型方案选取、桥梁设计难点、桥塔、主梁形式、钢混结合段、索塔索梁锚固形式等进行详细介绍,给出相关结构刚度、应力强度、疲劳应力幅、风车桥耦合等计算结果,并阐述主桥设计时所采用的创新性技术构思。 The Qianjiang railway branch line is an important part of the freight transportation system in the Jianghan plain. The Yuekou Hanjiang bridge is a key control project for the Qianjiang railway branch line to cross the Hanjiang river. In order to improve the navigation safety of the structure and better meet the requirements of flood control, the main bridge adopts cable-stayed single tower and double cable-plane composite beam(32.7+50+93.7+260+38.2) m, which realizes the span breakthrough of the long-span single tower structure system on domestic railway bridges. Considering the difficulties in the construction of long-span single-pylon hybrid girder cable-stayed bridge, such as heavy live fatigue load, high dynamic index and rigidity requirements, and such characteristics as complex design technology and high construction standard of the asymmetric single-pylon cable-stayed bridge, this paper addresses the selection of bridge type scheme, difficulties in bridge design, bridge tower, main girder form, steel-concrete composite section and cable-pylon girder anchorage form. The calculation results of structural stiffness, stress intensity, fatigue stress amplitude and windmill-bridge coupling are provided in detail, and the innovative technical ideas adopted in the design of the main bridge are elaborated.
作者 付小军 FU Xiaojun(China Railway Siyuan Survey and Design Group Co.,Ltd.,Wuhan 430063,China;China Railway Construction Bridge Design and Research Branch,Wuhan 430063,China)
出处 《铁道标准设计》 北大核心 2019年第11期60-65,共6页 Railway Standard Design
基金 中国铁路总公司科技研究开发计划(2015G001-G)
关键词 铁路桥梁 独塔斜拉桥 混合梁 锚拉板 钢锚箱 总体设计 railway bridge single tower cable-stayed bridge hybrid girder anchor plate steel anchor box overall design
作者简介 付小军(1974-),男,高级工程师,1998年毕业于长沙铁道学院桥梁工程专业,工学硕士,主要从事桥梁设计研究工作,E-mail:271602319@qq.com。
  • 相关文献

参考文献19

二级参考文献159

共引文献213

同被引文献127

引证文献9

二级引证文献30

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部