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宽桥面卵形独塔斜拉桥的设计与施工
引用本文:万雨帆,徐治芹,郑利军.宽桥面卵形独塔斜拉桥的设计与施工[J].城市道桥与防洪,2012(8):69-74,380.
作者姓名:万雨帆  徐治芹  郑利军
作者单位:1. 中国市政工程华北设计研究总院,天津,300074
2. 山东省路桥集团有限公司,山东济南,250000
摘    要:该文介绍了一座宽桥面卵形独塔斜拉桥的设计与施工。该桥是苏扬公路2号桥,位于鄂尔多斯市铁西三期开发片区内。桥梁总长180 m,宽度50 m,为一座异形独斜塔组合梁特殊斜拉桥,跨径组合为边跨60 m,主跨120 m,塔、墩、梁固结体系,主跨和边跨各设10对双索面空间扇形斜拉索。钢主塔轴线于主塔轴线与半主梁高度相交位置向边跨倾斜15°,为曲线组合成的门拱形的结构,主塔顶位置布置一直径8 m的圆形镂空部位。主塔空间结构强烈,造型美观独特,结构受力比较复杂,是全桥结构设计的重中之重。

关 键 词:卵形独塔  斜拉桥  超宽桥面  三维空间锚箱

Design and Construction of Wide Deck Ovate Single-pylon Cable-stayed Bridge
Wan Yufan,Xu Zhiqin,Zheng Lijun.Design and Construction of Wide Deck Ovate Single-pylon Cable-stayed Bridge[J].Urban Roads Bridges & Flood Control,2012(8):69-74,380.
Authors:Wan Yufan  Xu Zhiqin  Zheng Lijun
Institution:Wan Yufan,Xu Zhiqin,Zheng Lijun
Abstract:The article introduces the design and construction of a wide-deck ovate single-pylon cable-stayed bridge.This bridge is Suyang Highway Bridge 2 and is located in Tiexi Phase III Development Area.The total length of bridge is 180 m and its width is 50 m.This bridge is a special shaped inclined simple-pylon combined girder cable-stayed bridge.The span combination is 60-m side span and 120-m main span with the consolidation system of pylon,pier and girder.The main span and the side span are separately arranged with 10 pairs of double-plane spatial sector stayed cables.The axes of the main steel pylon with regard to the intersecting position of the main pylon axes and the semi main girder height tilts 150 towards the side span to compose the door-arch structure for a curve.The 8-m diameter of round hollow-out part is arranged at the top of the main pylon.The spatial structure of the main pylon is violent,its modeling is beautiful and unique,and its structural stress is more complex.It is the most important in the structural design of the whole bridge.
Keywords:ovate single-pylon  cable-stayed bridge  super-wide bridge deck  3D spatial anchor box
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