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大跨径螺旋形空间斜对称纽带景观拱桥设计与分析
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(同济大学建筑设计研究院(集团)有限公司,上海 200092)

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Xiaozhu Teng, M.E, Senior Engineer, Working at Tongji Architectural Design (Group) Co., Ltd. Research Direction: Bridge Engineering Design and Research.

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Design and Analysis of a Large-Span Spiral Spatial Antisymmetric Ribbon Landscape Arch Bridge
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(Tongji Architectural Design (Group) Co., Ltd., Shanghai 200092, China)

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    摘要:

    大运路潇河大桥主桥为世界首座大跨径螺旋形空间斜对称纽带景观拱桥,该桥突破传统拱桥造型,提炼曲线元素,演绎成两跨斜对称外倾副拱与一跨斜跨主拱组合而成的闭合螺旋形空间纽带拱桥,形成拱中有拱、景中有景的穿越感和跃动感。桥梁跨径布置为65+110+110+65=350m,通过主梁横梁与主、副拱连接形成拱梁固结,将异形螺旋形空间斜对称纽带景观拱桥力学特性转化为拱梁组合体系,结构自平衡,无水平推力;桥梁主、副拱肋均采用抛物线拱轴线、箱形断面,斜跨主拱跨径国内最大为229m。主拱、副拱与横梁连接过渡段结构(即拱脚)均为弯扭曲面构件,采用Q370qD钢材,板厚40mm;主梁采用半封闭双边钢箱梁;对桥梁进行了空间静力、疲劳、稳定、抗震性能整体分析及拱脚局部分析,结果显示结构安全可靠,满足规范要求。

    Abstract:

    The Xiaohe River Bridge on Dayun Road is the world's first large-span spiral-shaped spatially asymmetric landscape arch bridge. This bridge breaks through the traditional arch bridge design, refining the curve elements and transforming them into a closed spiral-shaped spatial ribbon arch bridge comprising two spans of asymmetric ribbon inclined secondary arches and a single span of a diagonal main arch. This design creates a sense of passage and dynamic movement, with nested arches and landscapes. The bridge has a total span arrangement of 65+110+110+65 = 350 m. The main beam and transverse beams are connected with the main and secondary arches, forming an arch?beam joint system. This structure transforms the mechanical properties of the irregular spiral-shaped spatially asymmetric ribbon landscape arch bridge into an arch–beam composite system. This system is characterized by structural self-balancing and no horizontal thrusts. The main and secondary arch ribs are designed with parabolic arch axes and box-type cross sections. The main arch span is 229 m, which is the largest diagonal spanning arch bridge in China. The transition segments (the arch feet) connecting the main and secondary arches with the transverse beams are twisted surface components made from Q370qD steel with a plate thickness of 40 mm. The main beam adopts a semi-closed double-sided steel box section. The bridge has undergone comprehensive analyses, including spatial static, fatigue, stability, and seismic performance evaluations, as well as refined analysis of the arch feet. The results indicate that the structure is safe, reliable, and meets the relevant design code requirements.

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滕小竹 Design and Analysis of a Large-Span Spiral Spatial Antisymmetric Ribbon Landscape Arch Bridge. Prestress Technology 2024,2(04):83-95. 10.59238/j. pt.2024.04.006

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  • 收稿日期:2024-11-18
  • 最后修改日期:2024-12-24
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  • 在线发布日期: 2025-01-03
  • 出版日期: 2024-12-30