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Method to make a rupture zone in a tension member for a prestressed ground anchor

机译:在用于预应力地面锚的受拉构件中形成断裂区域的方法

摘要

In order to expand the free steel length of a tension member for a compression anchor (1) from a work hardened steel, the tension member (2) is subjected to controlled heating, e.g. by means of induction. This makes it possible to create a predetermined breaking point (6) before the tension member (2) is installed, without reducing its cross-section, at which the tension member (2) is reliable at the original breaking load or between the elastic limit and breaking load when a tensile force that exceeds the working load is applied tears. IMAGE
机译:为了使压缩锚定件(1)的抗拉构件的自由钢长度从加工硬化钢上扩展,对受拉构件(2)进行受控加热,例如加热至120℃。通过归纳法这使得可以在安装张力构件(2)之前产生预定的断裂点(6),而不会减小其横截面,在该横截面处,张力构件(2)在原始断裂载荷下或在弹性极限之间是可靠的。当施加超过工作负荷的拉力时,会破裂。 <图像>

著录项

  • 公开/公告号EP0721030A1

    专利类型

  • 公开/公告日1996-07-10

    原文格式PDF

  • 申请/专利权人 DYCKERHOFF & WIDMANN AG;

    申请/专利号EP19950120645

  • 发明设计人

    申请日1995-12-28

  • 分类号E02D5/76;

  • 国家 EP

  • 入库时间 2022-08-22 03:46:43

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