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Constructions composed of several precast reinforced-concrete elements for use in the prestressed concrete construction method

机译:用于预应力混凝土施工方法的由多个预制钢筋混凝土构件组成的结构

摘要

The invention relates to a construction composed of several precast reinforced-concrete elements (2) and able to be connected at their joints (6) with a hardening filler, for use in the prestressed concrete construction method, in which prestressing elements in jacket tubes (4), which are encased with concrete in the individual precast reinforced-concrete elements (2), can be drawn in and braced, the jacket tubes (4) being interconnected across the region of the joints (6) between adjacent precast reinforced-concrete elements (2) to form continuous pressure-sealed channels (8) for the prestressing elements and at least one tube connection being arranged within a recess (12) on the joint boundary surface (10) of at least one precast reinforced-concrete element and being sealed with respect to the recess (12), and it being possible to fill up, in particular, the interspace between the jacket tubes (4) and the prestressing elements with injection mortar. According to the invention, provision is made for the tube connection to take the form of a flexible articulation (20) between adjoining tubes (4, 4) of the continuous pressure-sealed channels (8). IMAGE
机译:本发明涉及一种结构,该结构由多个预制的钢筋混凝土元件(2)组成,并且能够在它们的接头(6)处用硬化填料连接,用于预应力混凝土的施工方法,其中套管中的预应力元件(可以将单个混凝土预制构件(2)中的混凝土包裹在混凝土中的4)抽入并支撑,套管(4)在相邻预制混凝土之间的接缝(6)区域互连。元件(2)形成用于预应力元件的连续的压力密封通道(8),并且至少一个管接头布置在至少一个预制的钢筋混凝土元件的接合边界表面(10)上的凹口(12)内,并且密封件相对于凹部(12)被密封,并且特别是可以用注入砂浆填充套管(4)和预应力元件之间的空隙。根据本发明,使管连接采取在连续的压力密封通道(8)的相邻管(4、4)之间的挠性关节(20)的形式。 <图像>

著录项

  • 公开/公告号EP0348870A1

    专利类型

  • 公开/公告日1990-01-03

    原文格式PDF

  • 申请/专利权人 ZAPF WERNER;

    申请/专利号EP19890111620

  • 发明设计人 ZAPF WERNER;

    申请日1989-06-26

  • 分类号E04C5/10;E04H7/20;

  • 国家 EP

  • 入库时间 2022-08-22 06:14:03

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