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济南大北环黄河特大桥总体设计

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济南大北环黄河特大桥位于济南绕城高速二环线北环段,由主桥和引桥组成,全长5 830 m.主桥采用(50+350+350+50)m独塔自锚式悬索桥,桥塔为独柱混凝土结构,空间缆索布置,主梁采用双边钢箱梁,通过横梁连接;为提高主桥结构整体刚度,桥塔处采用X形横梁以满足顺桥向双排支座布置要求,并在主跨跨中设置1对辅助斜拉索;桥面板采用钢-UHPC组合桥面板;主缆通过散索鞍后保持竖向无转向,水平横桥向转向14.08°后锚固.主桥采用"先梁后缆"施工方案,钢梁采用支架拼装及顶推施工,塔柱采用爬模施工,塔梁施工完成后进行主缆及吊索架设.滩地引桥上部结构采用装配式预应力混凝土 T梁;跨大堤桥及国道220跨线桥上部结构采用变截面现浇预应力混凝土连续梁;堤外引桥上部结构采用先张法预制预应力混凝土工字梁.
Overall Design of Dabeihuan Huanghe River Bridge in Jinan
Carrying a part of the north section of the Second Ring Road connecting the bypass expressway in Jinan,the Dabeihuan Huanghe River Bridge consists of a main bridge and two approaches,with a total length reaching 5 380 m.The main bridge is a suspension bridge featuring the single tower that creates two spans of 350 m and two spans of 50 m.The tower is a mono-column concrete structure,supporting the spatially-arranged main cables.The superstructure is composed of two edge steel box girders,the connection crossbeams and the overlaid steel-UHPC composite deck panels.X-shaped crossbeams are installed at the tower to accommodate the two rows of bearings,and a pair of auxiliary stay cables are added at the midspan of the 350 m-long spans,to improve the overall stiffness of the main bridge.The strands of main cables are threaded through splay saddles,keeping constant vertical angles,and get anchored after being turned 14.08° horizontally along bridge width.The superstructure was constructed ahead of the main cables.The steel girders of the superstructure were assembled on scaffolds and incrementally launched into position.The tower was constructed using climbing formwork.The main cables and hanger cables were installed after the tower and superstructure construction.The superstructure in the approach in the shoal area consists of precast segmental PC T-girders.The superstructure in the approach crossing the embankment and national road G220 are composed of cast-in-place PC box girders with variable cross-section,while the portion outside the embankment consists of pretensioned PC I-girders.

self-anchored suspension bridgeX-shaped crossbeamtwo-row bearings along bridge lengthauxiliary stay cablesteel-UHPC composite paneltransverse turning anchorbridge design

徐召、鬲鹏飞、白光耀、马雪媛

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山东省交通规划设计院集团有限公司,山东济南 250101

自锚式悬索桥 X形横梁 顺桥向双排支座 辅助斜拉索 钢-UHPC组合桥面板 横转锚固 桥梁设计

2024

世界桥梁
中铁大桥局集团有限公司

世界桥梁

CSTPCD北大核心
影响因子:0.928
ISSN:1671-7767
年,卷(期):2024.52(4)
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