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Foundation piling system - uses square section reinforced concrete pile accommodating shoe with inclined blades

机译:地基打桩系统-使用带有倾斜叶片的方形截面钢筋混凝土桩容纳靴

摘要

The foundation-piling system screws the pipe into the ground under thrust load, there being a shoe at the bottom end protruding beyond the pile periphery. Inclined blades protrude beyond the shoe. Hardening material, e.g. grout, is delivered in the liquid state during the entire operation, typically via the hollow pile, to the bottom end so as to enclose the blades at top and bottom at all times and at a width equal to the horizontal dimension of the shoe. The shoe (4) with blades (7, 8) is mounted on a prefabricated reinforced-concrete pile (2) of square section, and which contains a feed passage (3) extending over its full length. This connects to transverse passages in the shoe.
机译:地基打桩系统在推力作用下将管子拧入地面,底端有一个靴子伸出桩的外围。倾斜的刀片伸出鞋子。硬化材料,例如在整个操作过程中,通常以空心桩的形式将水泥浆以液态输送到底端,以便始终在顶部和底部封闭叶片,其宽度等于鞋的水平尺寸。带有刀片(7、8)的靴(4)安装在方形截面的预制钢筋混凝土桩(2)上,并包含在其整个长度上延伸的进料通道(3)。这连接到鞋中的横向通道。

著录项

  • 公开/公告号NL8802526A

    专利类型

  • 公开/公告日1990-05-01

    原文格式PDF

  • 申请/专利号NL19880002526

  • 发明设计人

    申请日1988-10-13

  • 分类号E02D5/32;E02D5/56;E02D5/62;E02D5/72;

  • 国家 NL

  • 入库时间 2022-08-22 06:18:26

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