首页> 外国专利> Stress wire wedge anchorage - is positioned inside serrated ring segment stress wire wedge anchor and has narrow end areas not fitting closely against conical hole

Stress wire wedge anchorage - is positioned inside serrated ring segment stress wire wedge anchor and has narrow end areas not fitting closely against conical hole

机译:应力线楔形锚固-位于锯齿形环段的应力线楔形锚固中,并且末端区域狭窄,无法紧密贴合锥形孔

摘要

In concrete stressing, and similar, the wedge-type anchorage is for stress wires or strands, with a wire or strand held by ring segment wedges fitting against the walling of a conical hole in an anchoring unit. The insides of the wedges are serated, or similarly profiled, for improved engagement with the stressing steel. Here there are end parts at the thin ends of the ring segment wedges (1) which do not fit against the walling of the hole (5, 6). These parts pref. extend over at least 10% of wedge length, while the hole is pref. shorter than the wedges. In this area the walling of the hole may form an angle with the end parts, opening towards the ends of the wedges. This provides min. mutual displacement between steel and wedges, and gentle transfer of stressing force from steel to wedges.
机译:在混凝土受力及类似情况下,楔形锚固用于应力线或绞线,而由环段楔形物固定的线或绞线固定在锚固单元中锥形孔的壁上。楔形件的内部呈锯齿状或类似轮廓,以改善与压力钢的接合。在此,在环形节块楔形件(1)的细端处有不与孔(5、6)壁相配合的端部。这些零件最好。延伸孔的长度至少为楔形长度的10%。比楔子短。在该区域中,孔的壁可与端部形成一定角度,朝向楔子的端部敞开。这提供了分钟。钢和楔块之间的相互位移,以及应力从钢到楔块的平缓传递。

著录项

  • 公开/公告号DE2720788A1

    专利类型

  • 公开/公告日1978-11-23

    原文格式PDF

  • 申请/专利权人 PHILIPP HOLZMANN AG;

    申请/专利号DE19772720788

  • 发明设计人

    申请日1977-05-09

  • 分类号E04C5/12;

  • 国家 DE

  • 入库时间 2022-08-22 19:50:50

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