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Precast concrete building skeleton - has beams formed with longitudinal and transverse channels receiving cables stressed by jacks pressing on spans

机译:预制混凝土建筑骨架-具有由纵向和横向通道形成的横梁,用于接收由千斤顶压在跨度上而承受的电缆

摘要

Each beam of the structure is divided into two channel-forming parts, thus providing ample space for the free threading of steel cables to effect prestressing. The linear cables run through the channels, while in the locations for columns they are pulled through holes previously prepared for this purpose in the columns. In the first prestressing stage, once the concrete has hardened on the joints, the linear cables are tensioned so as to avoid the occurrence of friction. The next stage of prestressing is effected, while the cables are still free and accessible in each channel, by means of a jack which vertically presses along any other location in each span.
机译:结构的每个梁都分为两个通道形成部分,因此为钢缆的自由穿线提供了足够的空间以实现预应力。线性电缆穿过通道,而在色谱柱的位置,它们被拉过先前为此目的在色谱柱中准备的孔。在第一个预应力阶段,一旦混凝土在接缝上硬化,就将线性电缆拉紧,以免发生摩擦。进行下一阶段的预应力,同时电缆仍然是自由的,并且可以通过千斤顶沿每个跨度中的任何其他位置垂直挤压,从而在每个通道中都可以使用电缆。

著录项

  • 公开/公告号IT1093616B

    专利类型

  • 公开/公告日1985-07-19

    原文格式PDF

  • 申请/专利权人 BRANKO ZEZELJ;

    申请/专利号IT19780021555

  • 发明设计人

    申请日1978-03-23

  • 分类号E04B;

  • 国家 IT

  • 入库时间 2022-08-22 08:09:30

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