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Steel and concrete composite girder thrust anchor - is fitted with chord-connected steel bar shaped for force transfer into concrete

机译:钢和混凝土复合梁推力锚栓-配有弦形钢筋,可将力传递到混凝土中

摘要

The thrust anchor for a composite girder is firmly connected to the steel girder chord on the concrete side, whence it protrudes into the concrete. The anchor incorporates a single profiled or round steel bar (5), or more than one such bar, running continuously, parallel to the chord on on the concrete side, at an interval from it but firmly connected to it. The bar surface is profiled, to effect transfer of thrust forces from the steel girder (2) into the concrete structure (1). The configuration for this may consist of ribs, grooves, protuberances, depressions, or similar variations. Thrust forces are continuously and directly transferred, and the anchor is effective in both directions, becoming a load-sharing constituent.
机译:复合梁的推力锚牢固地连接到混凝土侧的钢梁弦上,并由此伸入混凝土中。锚杆包括一根异型或圆形钢筋(5),或多于一根的此类钢筋,与混凝土侧的弦杆平行,连续开行,且间隔一定但与之牢固连接。杆表面经过异型加工,以实现将推力从钢梁(2)传递到混凝土结构(1)中。为此的构造可以包括肋,凹槽,突起,凹陷或类似的变化。推力连续不断地直接传递,锚在两个方向上都有效,成为负载分担的组成部分。

著录项

  • 公开/公告号DE2535486A1

    专利类型

  • 公开/公告日1977-02-24

    原文格式PDF

  • 申请/专利权人 KOSSKURTDIPL.-ING.DR.;

    申请/专利号DE19752535486

  • 发明设计人 KOSSKURTDIPL.-ING.DR.;

    申请日1975-08-08

  • 分类号E04C3/294;

  • 国家 DE

  • 入库时间 2022-08-23 00:05:09

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