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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(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 OF STEEL TUBE ARCH RIBS FOR 100 m MAIN SPAN OF HONGZHOU MAJOR BRIDGE
Abstract:The main span of the Hongzhou highway major bridge in Sichuan Province is a half-through composite steel tube concrete arch bridge with a length of 100 m and a height of 25 m.The arch circle consists of two ribs.Each rib was constructed by three circular steel tubes with variable cross-sections.The arch ribs were assembled by hoisting and fabricated in high-altitude.The paper makes calculation and check for the hoisting scheme,describes the construction method in detail,and introduces the techniques for its position control and the curvature control of the arch ribs.
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