首页> 外国专利> METHOD OF WORKING CONNECTION END OF DEFORMED BAR FOR REINFORCING CONCRETE, DEFORMED BAR WORKED BY THE METHOD AND STRUCTURE OF CONNECTING DEFORMED BAR

METHOD OF WORKING CONNECTION END OF DEFORMED BAR FOR REINFORCING CONCRETE, DEFORMED BAR WORKED BY THE METHOD AND STRUCTURE OF CONNECTING DEFORMED BAR

机译:钢筋混凝土变形钢筋连接端的工作方法,变形钢筋的连接方法及结构

摘要

With an object of providing a method of working a connection end portion ofdeformed bar for reinforcing concrete considerably reducing working expense byenhancing easiness of working by promoting mechanical strength of a connection portionby being able to work the connection portion without destructing a steel skeletonstructure of a connection portion between pieces of steel bar, deformed bar worked bythe method and a connection structure of deformed bar, the invention provides a methodof working a connection end portion of deformed bar for reinforcing concrete featured incomprising a swaging step in which in deformed bar for reinforcing concrete featured inswaging at least a connection end portion at normal temperature and forming a rolledthread portion at an outer peripheral face of the connection end portion of the deformedbar subjected to the swaging step in which at least one connection end portion is swagedat a normal temperature such that a maximum diameter of the connection end portion isequal to or slightly larger than a diameter of a cylindrical body of the deformed bar orslightly smaller than a diameter of the deformed bar depending on a degree of working;anda rolling step of forming a thread portion having a diameter substantially equal toa swaging diameter at an outer peripheral face of the connection end portion of thedeformed bar which has been subjected to the swaging step.
机译:本发明的目的是提供一种加工连接件的连接端部的方法用于钢筋混凝土的变形钢筋大大降低了工作成本通过提高连接部分的机械强度来提高工作的简易性通过能够在不破坏钢骨架的情况下加工连接部分钢筋之间的连接部分的结构,变形钢筋变形钢筋的方法及连接结构,本发明提供了一种方法变形钢筋连接端部的工作以增强混凝土的特征包括型锻步骤,其中变形钢筋用于加固混凝土在常温下至少锻压连接端部并形成卷变形部的连接端部的外周面的螺纹部经受锻造步骤的杆,其中至少一个连接端部被锻造在常温下,连接端部的最大直径为等于或略大于变形棒的圆柱体的直径或根据加工程度,其直径略小于变形钢筋的直径;和形成直径基本上等于所述连接端部的外周面的型锻直径变形的棒已经过模锻步骤。

著录项

  • 公开/公告号SG112795A1

    专利类型

  • 公开/公告日2005-07-28

    原文格式PDF

  • 申请/专利权人 CHUNG GYENG OK;

    申请/专利号SG19990001578

  • 发明设计人 YOO CHUNG KI;CHUNG GYENG OK;

    申请日1999-03-31

  • 分类号E04C5/16;5/03;B21B1/16;

  • 国家 SG

  • 入库时间 2022-08-21 22:15:57

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