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钢管混凝土拱桥拱肋吊装施工技术
引用本文:李鹏. 钢管混凝土拱桥拱肋吊装施工技术[J]. 山西建筑, 2009, 35(27): 308-310
作者姓名:李鹏
作者单位:中铁七局第三工程有限公司,陕西咸阳,712000
摘    要:结合祁家黄河大桥主桥拱肋的吊装施工技术,阐述了无支架缆索吊装拱肋的施工技术,实践证明:精心的在缆索吊装法基础上采用千斤顶斜拉扣挂法施工的方法,能够较好的解决大跨径拱桥多节段拼装、扣索系统操作复杂、拱轴线难于控制、施工风险大等问题。

关 键 词:钢管混凝土拱肋  千斤顶斜拉扣挂法  吊装系统  吊装技术

On construction technique of rib-assembling in steel pipe concrete arch bridge
LI Peng. On construction technique of rib-assembling in steel pipe concrete arch bridge[J]. Shanxi Architecture, 2009, 35(27): 308-310
Authors:LI Peng
Abstract:By combining with the rib-assembling construction technique in Qijia Yellow river Bridge,the paper illustrates the non-support cable rib-assembling construction technique.It is proved through the practice that the adoption of the lifting-jack inclined cable-stayed buckle based on the cable assembling method can solve some problems of the large-span arch bridge,such as multi-section assembly,complicated tie cable system,the out-of-control arch axis and high-risk construction.
Keywords:steel pipe concrete rib  lifting-jack inclined cable-stayed buckle  assembling system  assembling technique
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