高速铁路跨越京杭运河水上服务区连续梁拱设计
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    摘要:

    连续梁拱组合结构具有良好的竖向刚度和动力性能、跨度大、建筑高度低、造型美观等优点,已在高速铁路建设中得到较为广泛的应用。连镇高铁镇江京杭运河特大桥主桥采用(76+136+76)m双线预应力混凝土连续梁拱,受铁路线路控制,该桥有两个特点:一是要跨越京杭运河水上服务区,二是桥面加宽满足运梁需要。本文重点介绍了连续梁拱主梁结构的总体构造、静力计算分析及景观设计,为跨越复杂航道桥梁设计工程提供了经验和方法。

    Abstract:

    The continuous beam arch composite structure has the advantages of good vertical stiffness and dynamic performance, large span capacity, low building height and beautiful shape . It has been widely used in high-speed railway construction. The main bridge of Zhenjiang Jinghang Canal super major bridge on Lianzhen(Lianyungang-Zhenjiang) high speed railway adopts the composite structure of (76 + 136 + 76) m double track prestressed concrete continuous beam arch. Controlled by the railway line, the bridge has two characteristics: one is to cross the water service area of Jinghang Canal, the other is to widen the deck to meet the needs of beam transportation. This paper mainly introduces the overall structure, static calculation and landscape design of the main girder of continuous beam arch, which provides experience and method for the design of bridge crossing complex waterway.

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陈杰.高速铁路跨越京杭运河水上服务区连续梁拱设计[J].城市道桥与防洪,2022,(5):85-87.

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  • 收稿日期:2021-08-07
  • 最后修改日期:2021-08-07
  • 录用日期:2021-09-22
  • 在线发布日期: 2022-05-30
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