期刊文献+

巢湖大桥组合梁斜拉桥的设计构思与关键技术 被引量:3

Design Concept and Key Technology of Composite Beam Cable-stayed Bridge of Chaohu Bridge
下载PDF
导出
摘要 巢湖大桥是巢湖市外环路跨越巢湖湖口的一座特大桥,道路等级为城市主干路,全桥布置为一座主跨460 m的双塔双索面组合梁协作体系斜拉桥,全长1 122 m。桥塔为"人"字形布置,有索区主梁为双工字型断面,桥宽34.5 m,无索区为双小边箱断面,桥宽32.5 m。桥位处于三线船闸引航道区域,航道条件复杂。介绍了大桥的总体设计构思、结构设计和主要技术特点内容。 Chaohu Bridge is a super large bridge crossing the outlet of Chaohu Lake in Outer Ring Road of Chaohu City. The road is classified as an urban trunk road. The whole bridge is arranged as a double-pylon double-plane composite beam cooperative system cable-stayed bridge with a main span of460 m. The total length of the bridge is 1 122 m. The bridge pylon is arranged in the shape of "herringbone". The main beam in the cable area is of double I-shaped section with a bridge width of34.5 m. The non-cable area is a double small side-box section with a bridge width of 32.5 m. The bridge is located in the approach channel area of three-line lock. The channel conditions are complex. The overall design concept, structural design and main technical characteristics of the bridge are introduced.
作者 李文勃 LI Wenbo
出处 《城市道桥与防洪》 2020年第7期77-80,98,M0009,共6页 Urban Roads Bridges & Flood Control
关键词 斜拉桥 组合梁 “人”字形桥塔 双工字型组合梁 焊接 cable-stayed bridge composite beam "herringbone"bridge pylon double I-shaped composite beam welding
  • 相关文献

参考文献6

二级参考文献29

  • 1聂建国,周萌,樊健生,姬同庚,许世展,王宏博.自锚式钢箱梁悬索桥主缆锚固端模型试验研究[J].建筑结构学报,2015,36(2):87-95. 被引量:6
  • 2林元培,章曾焕,马骉,周良.上海市黄浦江卢浦大桥设计[J].土木工程学报,2005,38(1):71-77. 被引量:17
  • 3肖汝诚,孙海涛,贾丽君,孙斌.昆山玉峰大桥—首座大跨度无推力斜靠式拱桥的设计研究[J].土木工程学报,2005,38(1):78-83. 被引量:46
  • 4李生智,王玮瑶,邬妙年.异形拱桥[M].北京:人民交通出版社,1995. 被引量:1
  • 5Yoshimura T. Aerodynamic stability of four medium span bridge in Kyushu district [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1992, 41-44:1203-1214. 被引量:1
  • 6Saul R, Hole H W. Damages of stay cable and prevention theory [C]. In: Bridges into 21^st century, Hongkong, 1995:531-538. 被引量:1
  • 7Hikami Y, Shiraish N. Rain-wind induced vibration of cables in cable stayed bridges [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1988, 29:409-418. 被引量:1
  • 8Yamaguchi H. Analytical study on growth mechanism of rain vibration of cables [J]. 1990, Journal of Wind Engineering and Industrial Aerodynamics, 1990. 33:73-80. 被引量:1
  • 9Bosdogianni A, Olivrai D. Wind and rain-induced oscillations of cables of stayed bridges. Journal of Wind Engineering and Industrial Aerodynamics, 1996,64 : 171-185. 被引量:1
  • 10Hikami Y, Shiraish N. Rain-wind induced vibration of cables in cable stayed bridges. Journal of Wind Engineering and Industrial Aerodynamics, 1988, 29:409-418. 被引量:1

共引文献130

同被引文献16

引证文献3

二级引证文献5

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