首页 | 本学科首页   官方微博 | 高级检索  
     

明州大桥中跨加劲梁安装技术
引用本文:彭建伟. 明州大桥中跨加劲梁安装技术[J]. 城市道桥与防洪, 2011, 0(9): 117-120,324
作者姓名:彭建伟
作者单位:宁波通途投资开发有限公司,浙江宁波,315000
摘    要:宁波明州大桥为主跨450m中承式钢箱系杆提篮拱桥,居同类型桥梁世界前列。中跨加劲梁吊装采用大型缆索系统,南北岸对称施工。在加劲梁吊装过程中,与扣锚索拆除、吊杆安装、系杆索张拉穿插进行,相互影响。吊装过程须全程监控拱肋线形与拱脚水平推力,并以实时测量数据修正下阶段施工指令。该文介绍明州大桥主桥中跨加劲梁桥面吊装的具体施工过程,并对明州大桥全桥线形调整与控制的方法进行探讨。

关 键 词:缆索吊  加劲梁安装  合拢  线形调整  宁波市

Reinforced Beam Erection Technique of Middle Span of Mingzhou Bridge
Peng Jianwei. Reinforced Beam Erection Technique of Middle Span of Mingzhou Bridge[J]. Urban Roads Bridges & Flood Control, 2011, 0(9): 117-120,324
Authors:Peng Jianwei
Affiliation:Peng Jianwei
Abstract:Ningbo Mingzhou Bridge is the 450-m main span half through steel box bowstring X-arch bridge,and is the top-ranked in the same bridge world.The reinforced beam of the middle span is hoisted and constructed by the large cable system symmetrically at south and north banks.The hoisting process of reinforced beam is interweaved and effected each other with the dismantlement of fastening anchor cable,erection of suspender and stretching of bowstring cable.The arch rib linearity and the arch feet horizontal thrus...
Keywords:cable hoist  erection of reinforced beam  closure  linearity adjustment  Ningbo City  
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号