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吴淞江工程(上海段)新川沙河段罗宁路桥主桥设计

Main Bridge Design of Luoning Road and Bridge in New Chuansha River Section of Wusong River Project(Shanghai Section)
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摘要 吴淞江工程(上海段)新川沙河段罗宁路桥主桥采用跨度布置为55 m+112 m的两跨系杆拱桥,桥宽31.5 m,横桥向采用单片拱。拱肋立面采用两跨连续三角型结构,截面采用变高度六边形,主梁采用带大挑臂脊骨梁结构,脊骨梁与拱肋固结形成连续。该桥主桥造型简洁大气、时尚新颖,大挑臂主梁结合三角型独拱肋,为桥下桥上提供了极佳的景观效果。 The main bridge of Luoning bridge in Xinchuansha reach of Wusong River Project(Shanghai Section)is a tied arch bridge with a span of 55m+112m.Width of the main bridge is 31.5m,and a single arch is adopted in the transverse direction.The elevation of the arch rib adopts a two-span continuous triangular structure,the section adopts a variable height hexagon.A spine beam structure with a large cantilever is designed for the main beam.The spine beam is consolidated with the arch rib to form a continuous structure.The outline of the main bridge is simple,elegant and fashionable.Large cantilever girder combined with the triangular single arch rib provides an excellent landscape effect for the whole bridge.
作者 吴霄 WU Xiao
出处 《上海公路》 2022年第4期38-43,106,M0005,共8页 Shanghai Highways
关键词 三角型拱 超宽桥梁 系杆拱桥 大悬臂 脊骨梁 triangular arch extra wide bridge tied arch bridge large cantilever spine beam
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二级参考文献2

  • 1JTJ025-86.公路桥涵钢结构及木结构设计规范[S].[S].北京,1988..
  • 2BS5400,钢桥、混凝土桥及结合桥[S].BS5400, Steel, Concrete, and Composite Bridges [S].

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