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Improvements to the methods and devices for constructing prestressed-concrete trusses and to the trusses thus constructed

机译:改进预应力混凝土桁架的建造方法和设备以及由此构造的桁架

摘要

In order to erect a prestressed-concrete truss made up of two beams 1,3; 2,4, these two beams are juxtaposed horizontally end to end, they are mounted in a pivoting manner on a first horizontal axis A defining the top of an opening E, in the shape of an upside-down V, maintained between these two beams, a portion of one of the two beams is mounted so that it may pivot about a second fixed axis B, the other beam is left to move freely horizontally and a tension force is exerted on the prestressing reinforcement 8, 9 of the assembly, which reinforcement passes through the opening E, which successively closes this opening while raising the first axis A until the truss is formed and then provides the prestressing. IMAGE
机译:为了架设由两个梁1,3组成的预应力混凝土桁架;在图2,4中,这两个梁在水平方向上首尾相连,并以可枢转的方式安装在第一水平轴线A上,该第一水平轴线A限定了开口E的顶部,呈倒置的V形,并保持在这两个梁之间,两根梁中的一根梁的一部分被安装成可以绕第二根固定轴B枢轴转动,另一根梁在水平方向上自由移动,并且在组件的预应力加强件8、9上施加了拉力,加强件穿过开口E,该开口E在升高第一轴线A的同时连续关闭该开口,直到形成桁架,然后提供预应力。 <图像>

著录项

  • 公开/公告号FR2574452A1

    专利类型

  • 公开/公告日1986-06-13

    原文格式PDF

  • 申请/专利权人 FREYSSINET INTERNATIONAL STUP;

    申请/专利号FR19840018912

  • 发明设计人 GILLES ARNAL;

    申请日1984-12-11

  • 分类号E04C3/44;E04C3/26;

  • 国家 FR

  • 入库时间 2022-08-22 07:31:11

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