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V形桥塔混合梁斜拉桥总体设计

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苏州工业园区华池街跨娄江大桥采用(83+28+28.6)m V形桥塔斜拉桥.主跨为钢梁,边跨为混凝土梁,通过钢混结合段连接.横桥向为平行的双塔双索面,每个桥塔在立面上为V形,主塔柱倾角40°、副塔柱倾角35°.桥塔与主梁固结、塔底设支座.斜拉索分三段布置,采用平行钢丝斜拉索.全桥采用减隔震设计,利用摩擦摆支座降低结构地震响应.该桥西侧紧邻在建的苏州地铁8号线,桥梁采用钻孔灌注桩基础,施工时采用钢护筒,避免对地铁盾构产生影响.该桥采用支架拼装的施工方案.有限元分析结果表明,桥梁各项力学性能均满足规范要求,设计安全可靠.
Overall Design of V-pylon Composite Girder Cable-stayed Bridge
The Huachi Street Bridge spanning Loujiang River in Suzhou Industrial Park is a(83+28+28.6)-m V-pylon cable-stayed bridge.The main span is a steel girder,and the side spans are the concrete beams,which are connected through a steel-concrete composite section.The transverse bridge direction is parallel with the double pylons and double cable planes.Each pylon is V shape in elevation.The inclination angle of the main pylon is 40° and the inclination angle of the sub-pylon is 35°.The bridge pylons are solidified with the main girder.The supports are set at the bottom of the pylons.The stay cables are arranged in three sections.The parallel steel wire stayed cables are used.The seismic isolation design is used for the whole bridge.The friction pendulum bearing is used to reduce the structural seismic response.The west side of the bridge is adjacent to Suzhou Metro Line 8 under construction.The cast-in place pile foundation is used for the bridge.The steel casing is used during construction to avoid any impact on the subway shield.The construction scheme of support assembly is used for this bridge.The results of the finite element analysis indicate that all mechanical properties of the bridge meet the specification requirements,and the design is safe and reliable.

cable stayed bridgeV-shaped pyloncomposite beamseismic isolation systemfinite element

张智然

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上海市政工程设计研究总院(集团)有限公司,上海市 200092

斜拉桥 V形桥塔 混合梁 减隔震体系 有限元

2024

城市道桥与防洪
上海市政工程设计研究院

城市道桥与防洪

影响因子:0.477
ISSN:1009-7716
年,卷(期):2024.(9)