期刊文献+

京沪高铁96m先拱后梁钢管混凝土系杆拱桥钢管拱吊装施工技术 被引量:2

Hoisting and Construction Techniques for the Steel Tube Arches of the 96-m First-Arch-And-Then-Beam Arch Bridge with Steel-Concrete Tie Rods of the Beijing-Shanghai High-Speed Railway
下载PDF
导出
摘要 介绍京沪高速铁路跨锡澄运河96m钢管混凝土系杆拱桥的先拱后梁法施工技术,包括钢管拱肋整体吊装施工、横撑整体一次吊装就位、整体节段同时一次焊接合拢等技术。所制定的施工方案和技术措施经实践证明是切实可行的,可为其他同类型桥梁施工提供借鉴。 With the 96m arch bridge with steel-tube-concrete tie rods of the Beijing-Shanghai High-speed Railway across the Xicheng Canal as a practical example,the first-arch-and-then-arch construction method is introduced in the paper,including the integral hoisting construction of the steel-tube arch ribs,the integral hoisting of the transverse struts in place,the synchronous welding closure of the whole sections.All the construction schemes and technical measures made for the construction are proved feasible in construction practice.It may serve as a useful reference for the construction of other bridges of the same type.
作者 廖延军
出处 《国防交通工程与技术》 2010年第5期47-50,共4页 Traffic Engineering and Technology for National Defence
关键词 钢管混凝土系杆拱桥 先拱后梁 钢管拱肋 横撑 整体吊装 arch bridge with steel-concrete tie rods first-arch-and-then-beam steel-tube arch rib transverse strut integral hoisting
  • 相关文献

参考文献2

  • 1杨文澜.起重吊装常用数据手册[M].北京:人民交通出版社,2002.
  • 2中华人民共和国建设部.GB50205-2001钢结构工程施工质量验收规范[S].北京:中国计划出版社,2002.

共引文献15

同被引文献5

引证文献2

二级引证文献2

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