一种连接装配式横梁的新型桩顶结构设计
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Design of a new type pile top structure for connecting prefabricated beam
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    摘要:

    装配式高桩码头采用整体预制横梁与桩基直接连接时, 桩顶结构设计是技术方案的重难点, 在确保横梁、桩芯与桩基三者可靠连接的同时, 还要保证桩芯结构有足够的承载力。依托实际工程, 提出一种适用于整体装配式横梁的新型桩顶结构, 并对其进行计算分析。结果表明:整体预制装配式开孔横梁预留空腔内模可采用免拆除的波纹钢管提高新老混凝土的结合能力;桩芯结构采用型钢组替代钢筋笼是可行的技术方案;鉴于型钢与混凝土的黏结力不同于钢筋与混凝土的黏结力, 型钢结构桩芯应进行在装配式横梁预留空腔内的锚固计算。

    Abstract:

    When the prefabricated beam of high-piled wharf is directly connected with pile foundation, the pile top structure design is the key and difficult point of the technical scheme.It is to ensure that the beam, pile core and pile foundation are connected reliably, meanwhile the pile core structure has enough bearing capacity.Based on an actual project, we put forward a new pile top structure which is suitable for the fully prefabricated beam, and carry out calculation and analysis on it.The results show that the combined capacity of new and old concrete can be improved by using corrugated steel pipe without removal for the mold of reserved cavity of the fully prefabricated beam.It is feasible to use profile steel group instead of steel bar cage in pile core structure.Considering that the bonding force between profile steel and concrete is different from that between steel bar and concrete, the anchoring calculation of the pile core using profile steel in the reserved cavity of the prefabricated beam should be carried out.

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狄小乐,吴 宇,陈海峰.一种连接装配式横梁的新型桩顶结构设计[J].水运工程,2023(5):48-54.

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  • 在线发布日期: 2023-05-10
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