精轧螺纹吊底平台在大体积高桩墩台中的应用与创新
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Application and innovation of precision rolled threaded hanging bottom platform in large volume high pile piers and abutments
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    摘要:

    从工程实际出发,对墩台施工水上作业平台工艺进行对比分析,介绍精轧螺纹吊底平台的工艺特点、原理、流程及操作要点。结合全直桩基墩台结构特点,对桩基与上部结构连接方式的设计进行创新,在钢管桩外侧设置4块扇形钢板,并围焊成环形,与精轧螺纹吊底平台共同形成一种新型组合支承结构,提高吊底和底模的周转率,加快工程进度,确保大体积高桩墩台施工的安全和质量,经济和技术效益明显。可为类似墩台施工、钢管桩与上部结构连接方式设计提供参考。

    Abstract:

    Based on the engineering practice,the paper compares and analyzes the process of the water operation platform for pier construction,and introduces the process characteristics,principles,flow and operation points of the precision rolled rolling threaded hanging bottom platform.Combined with the structural characteristics of the fully straight pile,the design of the connection between the pile foundation and the upper structure is innovated.Four fan-shaped steel plates are installed on outer side of the steel pipe piles and welded into circular shape,forming a new type of composite support structure together with the precision rolled threaded hanging bottom and bottom mold,accelerates the project progress,ensures the safety and quality of the construction of large volume high pile piers and technical benefits.This can provide reference for similar pier and abutment construction,as well as the design of connection methods between steel pipe piles and upper structures.

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姚 迪,陈明伟,张福亮.精轧螺纹吊底平台在大体积高桩墩台中的应用与创新[J].水运工程,2024(6):234-238.

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  • 在线发布日期: 2024-06-17
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