首页> 外国专利> CONNECTING METHOD AND CONNECTING STRUCTURE BETWEEN FOOTING AND PRESTRESSED PRECAST CONCRETE PILE

CONNECTING METHOD AND CONNECTING STRUCTURE BETWEEN FOOTING AND PRESTRESSED PRECAST CONCRETE PILE

机译:桩与预应力预应力混凝土桩之间的连接方法及连接结构

摘要

PURPOSE: the construction method and an expansion foundation of connecting structure and prestressed-concrete pile are to minimize since damage does not have to form PC (a part) prestressing concrete pipe pile on reinforcing bar with pile length control unit, so that on top, stake is cut easily and quickly. ;CONSTITUTION: coupled structure prestressed-concrete pile and an expansion foundation are including one PC (1). The PC includes length control unit and tendon setting unit. Length control unit includes reinforcing bar inserting pipe. Reinforcing bar inserting pipe includes connection reinforcing bar (102). Stake is arranged in the head that connection reinforcing bar cutting a part executes task from length control unit. Connect the concrete-pile concrete that reinforcing bar forms an expansion foundation (200). Setting unit includes the tendon (101) of tendon, these tension, which have, is in pretext mode. ;The 2011 of copyright KIPO submissions
机译:目的:尽量减少连接结构和预应力混凝土桩的施工方法和扩展基础,因为不必在带有桩长控制单元的钢筋上形成PC(零件)预应力混凝土管桩,从而避免损坏,因此在顶部,赌注轻松快捷地削减。 ;组成:耦合结构预应力混凝土桩和扩展基础包括一台PC(1)。 PC包括长度控制单元和肌腱设置单元。长度控制单元包括钢筋插入管。加强筋插入管包括连接加强筋(102)。头部中布置有桩,连接钢筋切割部件执行长度控制单元的任务。连接钢筋形成膨胀基础(200)的混凝土桩混凝土。安置单元包括腱的腱(101),这些张力处于借位模式。 ; 2011年版权KIPO提交文件

著录项

  • 公开/公告号KR20110038443A

    专利类型

  • 公开/公告日2011-04-14

    原文格式PDF

  • 申请/专利权人 SMARTEC ENGINEERING CO. LTD.;

    申请/专利号KR20090095734

  • 发明设计人 OH SUNG NAM;HONG SUNG YOUNG;

    申请日2009-10-08

  • 分类号E02D5/30;

  • 国家 KR

  • 入库时间 2022-08-21 17:52:13

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