组合销组合梁创新设计
作者:
作者单位:

上海市政工程设计研究总院(集团)有限公司,上海市 200092

作者简介:

陈亮(1975—), 男, 博士, 正高级工程师, 从事组合结构桥梁的设计工作。

通讯作者:

中图分类号:

U443.3;TU997

基金项目:

上海市科委科技计划项目(23DZ1202305)


Innovative Design of Combined Pin Composite Beam
Author:
Affiliation:

Shanghai Municipal Engineering Design Institute (Group) Co., Ltd., Shanghai 200092, China

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    摘要:

    组合销组合梁取消了常规组合梁的钢顶板及其上焊钉,钢腹板按照一定形状切割后嵌入混凝土中,使得钢与混凝土形成组合销连接件。该新型预制组合梁结构有利于提升桥梁工业化水平,因此,首先总结了组合销组合梁在国外的技术发展,然后介绍了泉州中环城匝道桥组合销组合梁的创新设计。泉州中环城匝道桥标准跨径30 m,结构简支,桥面板连续,4跨1联;桥梁总宽8.5 m,采用4主梁结构,组合梁高1.6 m;钢梁采用Q345C,桥面板采用C50;横桥向桥面板与2片钢纵梁在现场先形成π形预制组合梁,分别吊装至墩顶后再采用宽0.25 m UHPC纵向湿接缝连接。由于取消了中横梁和腹板加劲设置,组合梁用钢量仅148 kg/m2,既降低了工程成本,又便于施工及后期管养。

    Abstract:

    The combined pin composite beam eliminates the steel top plate and the welding nails on it of the conventional composite beam. The steel web is cut into a certain shape and then embedded in the concrete, which makes the steel and concrete form a combined pin connection. This new precast composite beam structure is conducive to enhancing the industrialization level of bridges. Therefore, the technical development of combined pin composite beams at home and abroad is summarized firstly. And then the innovative design of combined pin composite beams for the ramp bridges in Zhonghuan Town of Quanzhou is introduced. The standard span of the ramp bridges in Zhonghuan Town of Quanzhou is 30 m, the structures are simply supported, the bridge deck is continuous, and the four-span per unit is adopted. The total bridge width is 8.5 m. The four-girder structure is used. The composite beam is 1.6 m high. The steel girders are made of Q345C, and the deck slabs are made of C50. The transverse deck slabs and two steel longitudinal girders are firstly formed into the π-shaped prefabricated composite beams on site, which are respectively hoisted onto the pier top, and then connected by a 0.25 m wide UHPC longitudinal wet joint. Due to the elimination of the middle crossbeam and web stiffening settings, the steel consumption of the composite beam is only 148 kg/m2, which not only reduces the engineering cost, but also facilitates the construction and later maintenance.

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引用本文

陈亮.组合销组合梁创新设计[J].城市道桥与防洪,2026,(1):1-4.

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  • 收稿日期:2025-10-15
  • 最后修改日期:2025-10-15
  • 录用日期:2025-10-30
  • 在线发布日期: 2026-01-18
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