首页> 外国专利> Reinforced Method of Head in a Prestressed Spun High Strength Concrete Pile

Reinforced Method of Head in a Prestressed Spun High Strength Concrete Pile

机译:预应力高强混凝土桩中桩的加固方法

摘要

PURPOSE: A reinforcing method for a head of a prestressed concrete pile is provided to obtain high-quality pile foundation and to reduce the construction expenses by increasing the use of PHC piles. CONSTITUTION: The reinforcing method for a head of a prestressed concrete pile comprises the steps of: installing a ready-made PHC pile(10) to the solid bearing layer of the ground by prestressing with PC steel wires(11); cutting out the concrete of a head of the PHC pile(10) by leaving the PC steel wires(11) of the PHC pile(10) untouched; putting pre-manufactured head stiffeners(20) to the exposed PC steel wires(11) to the head of the PHC pile(10), then placing over the head of the PHC pile(10); and inducing prestress by fitting an anchorage(40) to each PC steel wire(11) exposed to the head stiffener(20), tensioning the PC steel wires(11) and fixing the anchorage(40) to the upper part of the head stiffener(20).
机译:目的:提供一种预应力混凝土桩头的加固方法,以获得高质量的桩基,并通过增加PHC桩的使用量来减少施工费用。组成:预应力混凝土桩头部的加固方法包括以下步骤:通过预应力PC钢丝(11)将现成的PHC桩(10)安装到地面的实心承载层上;使PHC桩(10)的PC钢丝(11)保持不接触的状态,切出PHC桩(10)的头部的混凝土;将预制的头部加强筋(20)放在裸露的PC钢丝(11)上的PHC桩(10)的头部,然后放在PHC桩(10)的头部上;并通过将锚固件(40)安装到暴露于头部加强筋(20)的每根PC钢丝(11)上,张紧PC钢丝(11)并将锚固(40)固定到头部加强筋的上部来产生预应力(20)。

著录项

  • 公开/公告号KR100444555B1

    专利类型

  • 公开/公告日2004-08-18

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20010028146

  • 发明设计人 이윤주;

    申请日2001-05-22

  • 分类号E02D5/58;

  • 国家 KR

  • 入库时间 2022-08-21 22:46:50

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