首页> 外国专利> TEMPORARY ANCHORAGE DEVICE FOR PRETENSIONED HOLLOW GIRDER TRANSVERSELY FASTENING PRESTRESSING STEEL, AND ANCHORING METHOD FOR THE SAME

TEMPORARY ANCHORAGE DEVICE FOR PRETENSIONED HOLLOW GIRDER TRANSVERSELY FASTENING PRESTRESSING STEEL, AND ANCHORING METHOD FOR THE SAME

机译:预应力空心梁横向预应力预应力钢临时锚固装置及锚固方法

摘要

PROBLEM TO BE SOLVED: To provide a temporary anchorage device which facilitates removal of an anchorage grip after placing and hardening of inter-girder concrete even if sufficient tensioning force is applied to a transversely fastening prestressing steel before placing the inter-girder concrete at the time of construction of a pretensioned hollow girder bridge.;SOLUTION: According to the structure of the hollow girder bridge in which the transversely fastening prestressing steel 7 is arranged in a manner penetrating a filled cross sectional area (transverse girder) of the hollow girder 2 at right angles to a bridge girder, a temporary fastening fixture 15 is fitted in a gap between an anchor plate 10 and the anchorage grip 14 arranged on the transversely fastening prestressing steel 7 passed through a hole 11 formed in the anchor plate 10 and withdrawn from the girder. The temporary fastening fixture 15 is formed by screwing an internal threaded sleeve 21 onto an external threaded sleeve 19 with a nut 16 to advance and retreat.;COPYRIGHT: (C)2006,JPO&NCIPI
机译:要解决的问题:提供一种临时锚固装置,即使在放置梁间混凝土之前在横向紧固的预应力钢上施加了足够的拉力,也可以在放置和硬化梁间混凝土后方便拆除锚固夹具。解决方案:根据中空梁桥的结构,其中横向紧固的预应力钢7以穿透中空梁2的填充横截面(横向梁)的方式布置在与桥梁成直角的是,临时紧固装置15安装在锚板10和布置在横向紧固预应力钢7上的锚固夹具14之间的间隙中,该间隙穿过锚板10上形成的孔11并从锚固板10中撤出。梁。临时固定装置15是通过用螺母16将内螺纹套筒21拧到外螺纹套筒19上来进退而形成的。版权所有:(C)2006,JPO&NCIPI

著录项

  • 公开/公告号JP2006169731A

    专利类型

  • 公开/公告日2006-06-29

    原文格式PDF

  • 申请/专利权人 ORIENTAL CONSTRUCTION CO LTD;

    申请/专利号JP20040359806

  • 发明设计人 KIKAWA HIROYUKI;TANAKA KEITA;

    申请日2004-12-13

  • 分类号E01D1/00;E01D2/04;

  • 国家 JP

  • 入库时间 2022-08-21 21:53:36

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