中兴大桥人非过江系统设计关键技术
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1.上海市政工程设计研究总院(集团)有限公司;2.宁波通途投资开发有限公司

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    摘要:

    城市跨越江河外延发展,随之而来的是大量过江机动车与人非出行需求,需要建设通道予以解决并做好与江河两岸路网的衔接,以保证跨江通道功能的发挥。本文介绍了宁波中兴大桥开展的人非过江系统的基本前提、总体方案比选、慢行系统交通组织、下层人非通道结构设计等研究情况,为中兴大桥的人非通道的设计和建造打下了坚实的基础。研究表明:主桥应选用缓坡推行方案设计慢行系统;主桥段人非系统布置于主梁下缘,引桥段非机动车道布置于机动车道下层;南、北两岸分别经江东北路、规划支路灯控平交“转换”后上桥,缓坡推行上桥;人行及非机动车则利用主墩周围空间设置电梯及环形楼梯上下桥;下层人非通道结构纵断面设计应分为四个区段,即主跨及部分边跨的标准悬臂段、挑臂根部位于腹板边缘的过渡段A、挑臂根部位于腹板内侧的过渡段B、边跨汇合段。

    Abstract:

    The development of the city across the river and the consequent demand for a large number of motorized and non-personal travel across the river requires the construction of a channel to solve the problem and a good connection with the road networks on both sides of the river to ensure the function of the river crossing. This paper introduces the basic premise of the pedestrian and non-pedestrian river crossing system, the overall scheme selection, the traffic organization of the slow traffic system, and the structural design of the lower level pedestrian and non-pedestrian passageway carried out by Ningbo Zhongxing Bridge, laying a solid foundation for the design and construction of the pedestrian and non-pedestrian passageway of Zhongxing Bridge. The study shows that: the main bridge should be designed with a slow moving system using a gentle slope pushing scheme; the pedestrian and non-personal system of the main bridge section is arranged at the lower edge of the main girder, and the non-motorized lane of the approach section is arranged at the lower level of the motor vehicle lane; the south and north banks are respectively converted via Jiangdong North Road and the light-controlled level crossing of the planned branch road, and the bridge is pushed up with a gentle slope; pedestrians and non-motorized vehicles use the space around the main pier to set up elevators and circular stairs to go up and down. The space around the main pier is set up with elevators and circular stairs to go up and down the bridge; the longitudinal section design of the lower level of the human and non-personal channel should be divided into four sections, namely, the standard cantilever section of the main span and part of the side span, the transition section A where the root of the pick arm is located at the edge of the web, the transition section B where the root of the pick arm is located at the inner side of the web, and the convergence section of the side span.

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何武超,谢波.中兴大桥人非过江系统设计关键技术[J].城市道桥与防洪,2022,(9):67-70.

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  • 收稿日期:2022-07-19
  • 最后修改日期:2022-07-19
  • 录用日期:2022-07-20
  • 在线发布日期: 2022-09-22
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