首页> 外国专利> Multi-span prestressed concrete bridge superstructure - has longitudinal stress members only in chord slabs, with stage joint anchorage

Multi-span prestressed concrete bridge superstructure - has longitudinal stress members only in chord slabs, with stage joint anchorage

机译:多跨度预应力混凝土桥梁上部结构-仅在弦板上具有纵向应力构件,且具有阶段节锚固

摘要

A stationary formwork unit is used for making sections to be monolithically joined to the part already concreted, comprising roadway slab, cross arms and base slab. The system is used in a multi-span bridge superstructure made of prestressed concrete. All the stress members for lengthways prestressing are located exclusively in the chord slabs. They are completely built in, in the course of superstructure building. They are anchored in a stage join, and stressed on the end phase of the last stage before the next stage span is concreted on. They may be pressed immediately, or after the stage has been moved along.
机译:固定的模板单元用于将各部分整体地连接到已经混凝土的零件上,包括巷道板,横臂和基础板。该系统用于由预应力混凝土制成的多跨度桥梁上部结构。用于纵向预应力的所有应力构件仅位于弦板中。在上层建筑的建造过程中,它们是完全内置的。它们锚固在一个阶段联接中,并在确定下一个阶段跨度之前着重于最后阶段的结束阶段。可以立即按下它们,也可以在移动舞台之后按下它们。

著录项

  • 公开/公告号DE2936836A1

    专利类型

  • 公开/公告日1981-04-02

    原文格式PDF

  • 申请/专利权人 ED. ZUEBLIN AG;

    申请/专利号DE19792936836

  • 发明设计人 NICHTNENNUNG ANTRAG AUF;

    申请日1979-09-12

  • 分类号E01D21/04;

  • 国家 DE

  • 入库时间 2022-08-22 15:14:46

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