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Construction Method of Complex Pile Consisting Prestressed spun High strength Concrete Pile and Steel Pipe Pile

机译:预应力高强混凝土桩与钢管桩复合桩的施工方法

摘要

PURPOSE: A piling method by combining a prestressed concrete pile and a steel pipe pile is provided to obtain a high-quality pile with effective expenses and to improve the bearing force and structural stiffness of a pile. CONSTITUTION: The piling method by combining a prestressed concrete pile and a steel pipe pile comprises the steps of: constructing the lower part of a pile supported to the solid bearing layer of the ground using a PHC pile(11); and constructing the upper part of the pile affected by moment, compressive force and shear force by a steel pipe pile(12) jointed and connected vertically to a head steel cover part(11a) of the PHC pile(11).
机译:目的:提供一种将预应力混凝土桩和钢管桩相结合的打桩方法,以得到具有有效费用的高质量桩,并提高桩的承载力和结构刚度。组成:将预应力混凝土桩和钢管桩结合在一起的打桩方法包括以下步骤:使用PHC桩(11)构造支撑在地面实心承载层上的桩的下部;并通过垂直连接并连接到PHC桩(11)的头部钢盖部分(11a)的钢管桩(12)构造受力矩,压缩力和剪切力影响的桩的上部。

著录项

  • 公开/公告号KR20020089033A

    专利类型

  • 公开/公告日2002-11-29

    原文格式PDF

  • 申请/专利权人 LEE YUN JU;

    申请/专利号KR20010028150

  • 发明设计人 LEE YUN JU;

    申请日2001-05-22

  • 分类号E02D5/30;

  • 国家 KR

  • 入库时间 2022-08-21 23:48:37

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