预制嵌入式桩帽结构设计及施工技术研究
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Design and construction technology of prefabricated embedded pile cap structure
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    摘要:

    针对高桩码头桩顶长期淹没情况下,桩帽采用传统现浇方式施工周期长、质量难控等问题,依托某工程进行装配式桩帽预制结构及施工技术研究。通过桩帽内预埋工字钢设计,利用桩身自承重解决了桩帽施工对底模板及临时支撑体系的依赖,简化施工流程;通过“钢筋+型钢”的桩芯钢筋笼设计,实现斜桩顶部桩芯钢筋笼垂直伸入预制桩帽的空腔内,加强了连接强度;通过钢抱箍封底兜浆与预留注浆、排水孔设计,实现水下的高效密封灌浆,增强了结构整体性。应用结果表明,该结构及施工技术有效克服了潮汐水位的影响,显著降低水下施工难度与质量风险,缩短施工工期约65%,节省人力约25%。

    Abstract:

    In response to the long-term submergence of the pile top in a pile supported wharf,the traditional cast-in-place method for pile caps has long construction periods and difficult quality control.On the basis of a certain project,the research on prefabricated structures and construction technologies for prefabricated pile caps is conducted.Through the design of pre-embedded I-beam in the pile cap,the self bearing capacity of the pile body is utilized to solve the dependence of pile cap construction on the bottom formwork and temporary support system,simplifying the construction process.By designing the pile core reinforcement cage with “steel bars+section steel”,the vertical extension of the top pile core reinforcement cage of the inclined pile into the cavity of the prefabricated pile cap is achieved,strengthening the connection strength.By using steel clamps to seal the bottom of the grouting and designing reserved grouting and drainage holes,efficient sealing grouting underwater is achieved,enhancing the overall structural integrity.The application results show that the structure and construction technology effectively overcome the influence of tidal water level,significantly reduce the difficulty and quality risks of underwater construction,shorten the construction period by about 65%,and save about 25% of manpower.

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王千星,姜利清,马顺顺.预制嵌入式桩帽结构设计及施工技术研究[J].水运工程,2026(3):212-217.

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  • 在线发布日期: 2026-03-24
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