首页 | 本学科首页   官方微博 | 高级检索  
     

洪洲大桥主跨100m钢管拱肋拼装技术
引用本文:蒋向阳 蔡金火. 洪洲大桥主跨100m钢管拱肋拼装技术[J]. 铁道工程学报, 1999, 0(2): 23-26
作者姓名:蒋向阳 蔡金火
作者单位::铁道部第十一工程局 科技开发处,湖北襄樊441003
摘    要:四川省洪洲公路大桥的主跨是100m的中承式集束钢管混凝土拱桥,拱高25m拱圈由两肋组成,每肋由三根变截面圆钢管构成,采取拱肋高空作业吊装拼装方案。本文对吊装方案作了检算,详述了吊装拼装的施工方法,并对吊装的定位控制和拱肋的线型控制等技术作了介绍。

关 键 词:钢管拱助 拼装 公路桥 钢管混凝土桥 拱桥

ASSEMBLY TECHNIQUE OFSTEEL TUBE ARCH RIBS FOR 100 m MAIN SPAN OF HONGZHOU MAJOR BRIDGE
Abstract:The main span of the Hongzhou highway majorbridge in Sichuan Province is a half-through composite steel tube concrete arch bridgewith a length of 100 m and a height of 25 m.The arch circle consists of two ribs.Each ribwas constructed by three circular steel tubes with variable cross-sections.The arch ribswere assembled by hoisting and fabricated in high-altitude.The paper makes calculation andcheck for the hoisting scheme,describes the construction method in detail,and introducesthe techniques for its position control and the curvature control of the arch ribs.
Keywords:
本文献已被 维普 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