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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

A method of producing an intended breaking point at a predetermined location of a tension member for a soil anchor of a strain-hardened steel or a steel which is not which is not in a thermodynamic equilibrium, for example, a wire or a steel wire strand, to enable removal of the free steel length after use by applying a tensile force which exceeds the working load. The predetermined breaking point is obtained by heating the tension member at a predetermined location in a controlled manner to a temperature at which the state of strain-hardening or the state of being not in a thermodynamic equilibrium is at least partially cancelled, wherein the predetermined breaking point has a breaking load which is equal to or smaller than the breaking load of the untreated tension member, but greater than the yield point of the untreated tension member.
机译:一种在拉力构件的预定位置产生预定断裂点的方法,该拉力构件用于应变硬化钢或非热力学平衡不佳的钢(例如,金属丝或钢绞线)的土壤锚固件,以便在使用后通过施加超过工作负荷的拉力来去除自由钢段。预定断裂点是通过以受控方式将张力构件在预定位置加热至至少部分地消除应变硬化状态或不处于热力学平衡状态的温度而获得的,其中预定断裂该点的断裂载荷等于或小于未处理的抗拉构件的断裂载荷,但大于未处理的抗拉构件的屈服点。

著录项

  • 公开/公告号EP0721030B1

    专利类型

  • 公开/公告日1998-04-29

    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 02:50:15

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