首页> 外国专利> GROUND REINFORCING PILE WITH IMPROVED END BEARING CAPACITY

GROUND REINFORCING PILE WITH IMPROVED END BEARING CAPACITY

机译:端部承载能力提高的地基桩

摘要

The present invention relates to a ground reinforcing pile with an improved end bearing capacity. The purpose of the present invention is to maximize stability of the ground by being easily installed, preventing a rupture of a pile hole, and obtaining a large end bearing capacity. According to the present invention, the ground reinforcing pile with an improved end bearing capacity comprises: a pile body (10) composed of a concrete body and a steel reinforcement to be embedded inside the concrete body; and a front end mounting means formed on a front end of the pile body, securing an end bearing capacity by being inserted and mounted in the ground around the pile body while protruding towards a circumference of the pile body in case of an installation of the pile body. The front end mounting means is composed of upper and lower finishing plates (50, 40) joined to an upper and a lower end of the pile body respectively, having nuts; a lifting rod screw-coupled to the nuts of the upper and lower finishing plates, and lifted by rotation; and an expandable mounting unit (20) of which the circumference is not exposed to the outside of the pile body, and formed into a streamlined shape convex toward a bottom connected to the lower part of the lifting rod to rotate the lifting rod on the spot, and securing a front end bearing capacity by being inserted and mounted in the ground around the underground pile hole as the circumference is projected to the outside of the pile body when a central part moves upwards due to an upward movement of the lifting rod.;COPYRIGHT KIPO 2016
机译:具有增强的端部承载能力的地基增强桩技术领域本发明涉及一种具有增强的端部承载能力的地基增强桩。本发明的目的是通过易于安装,防止桩孔破裂以及获得大的端部承载能力来最大化地面的稳定性。根据本发明,具有增强的端部承载能力的地基增强桩包括:桩体(10),其由混凝土主体和嵌入在混凝土主体内部的钢制加强件组成;前端形成装置,其形成在桩主体的前端,在安装桩的情况下,通过向桩主体的周围突出而插入并安装在桩主体周围的地面上来确保端部承载能力。身体。前端安装装置由分别连接到桩体的上端和下端并带有螺母的上,下精加工板(50、40)组成。升降杆螺纹连接到上,下装饰板的螺母上,并通过旋转升降。膨胀式安装单元(20),其圆周不暴露于桩体的外部,并且形成为向与连接于升降杆下部的底部的底部凸起的流线形状,以使升降杆在现场旋转;以及当由于升降杆的向上移动而使中心部分向上移动时,由于圆周向桩体的外侧突出,因此通过将其插入并安装在地下桩孔周围的地面中来确保前端的承载能力。版权KIPO 2016

著录项

  • 公开/公告号KR101585539B1

    专利类型

  • 公开/公告日2016-01-14

    原文格式PDF

  • 申请/专利权人 DAE-MYUNG GEOTECHNICAL ENGINEERING;

    申请/专利号KR20150129737

  • 发明设计人 YOO WON RYALKR;

    申请日2015-09-14

  • 分类号E02D5/80;

  • 国家 KR

  • 入库时间 2022-08-21 14:13:07

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