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Pile foundation girdling device and girdling method
The invention relates to the technical field of bridge pier construction, in particular to a pile foundation girdling device and a girdling method. Comprising a moving mechanism and an annular cutting mechanism, the moving mechanism comprises an adjusting assembly, the annular cutting mechanism is connected to the adjusting assembly, and the adjusting assembly is used for adjusting the distance between the annular cutting mechanism and a pile foundation; meanwhile, the adjusting assembly comprises a vertical telescopic rod and a horizontal telescopic rod, the horizontal telescopic rod is connected between the girdling mechanism and the vertical telescopic rod, the girdling mechanism comprises a connecting column, and the connecting column is connected with the end, away from the vertical telescopic rod, of the horizontal telescopic rod; according to the pile foundation girdling device, the technical problems that in the prior art, redundant cement concrete is subjected to girdling treatment in a manual girdling mode, the working intensity is large, the girdling precision cannot be guaranteed, and the engineering construction efficiency is reduced are solved, and the technical effects of reducing the working intensity and improving the engineering construction efficiency are achieved.
本发明涉及桥墩建设技术领域,尤其是涉及一种桩基环切装置及环切方法;包括移动机构和环切机构,移动机构包括调节组件,环切机构连接于调节组件,且调节组件用于调节环切机构与桩基的距离;同时,调节组件包括竖直伸缩杆和水平伸缩杆,环切机构和竖直伸缩杆之间连接有水平伸缩杆,环切机构包括连接柱,连接柱与水平伸缩杆背离竖直伸缩杆的端部连接;该桩基环切装置解决了现有技术中通过人工环切的方式对多余的水泥砼进行环切处理,工作强度较大,环切精度无法保障,降低工程施工效率的技术问题,达到了降低工作强度,提升工程施工效率的技术效果。
Pile foundation girdling device and girdling method
The invention relates to the technical field of bridge pier construction, in particular to a pile foundation girdling device and a girdling method. Comprising a moving mechanism and an annular cutting mechanism, the moving mechanism comprises an adjusting assembly, the annular cutting mechanism is connected to the adjusting assembly, and the adjusting assembly is used for adjusting the distance between the annular cutting mechanism and a pile foundation; meanwhile, the adjusting assembly comprises a vertical telescopic rod and a horizontal telescopic rod, the horizontal telescopic rod is connected between the girdling mechanism and the vertical telescopic rod, the girdling mechanism comprises a connecting column, and the connecting column is connected with the end, away from the vertical telescopic rod, of the horizontal telescopic rod; according to the pile foundation girdling device, the technical problems that in the prior art, redundant cement concrete is subjected to girdling treatment in a manual girdling mode, the working intensity is large, the girdling precision cannot be guaranteed, and the engineering construction efficiency is reduced are solved, and the technical effects of reducing the working intensity and improving the engineering construction efficiency are achieved.
本发明涉及桥墩建设技术领域,尤其是涉及一种桩基环切装置及环切方法;包括移动机构和环切机构,移动机构包括调节组件,环切机构连接于调节组件,且调节组件用于调节环切机构与桩基的距离;同时,调节组件包括竖直伸缩杆和水平伸缩杆,环切机构和竖直伸缩杆之间连接有水平伸缩杆,环切机构包括连接柱,连接柱与水平伸缩杆背离竖直伸缩杆的端部连接;该桩基环切装置解决了现有技术中通过人工环切的方式对多余的水泥砼进行环切处理,工作强度较大,环切精度无法保障,降低工程施工效率的技术问题,达到了降低工作强度,提升工程施工效率的技术效果。
Pile foundation girdling device and girdling method
桩基环切装置及环切方法
XU JIANGUO (author) / ZHANG TAO (author) / ZHAO ZHENHUA (author) / CHEN YIWEN (author) / SUN JUN (author) / CHEN MENGCHAO (author) / ZHOU LEI (author) / GUO BINRUI (author) / JIN XUEWEN (author) / ZHANG JINWEI (author)
2022-07-29
Patent
Electronic Resource
Chinese
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