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method of prestressing and bending in steel and concrete composite beams.

机译:钢和混凝土组合梁的预应力和弯曲方法。

摘要

A method of producing a prestressed beam of steel or steel and concrete having at least one flange in which a plurality of spaced apart transmission elements arranged symmetrically with respect to the center of the span of the beam are secured to the flange, tensioning wires are attached to each two symmetrically disposed transmission elements with the wires extending at predetermined distances from the flange, tensioning the wires to apply to the beam, via the transmission elements, on the one hand solely compressive forces and, on the other hand, in positions corresponding to each transmission element, a bending moment which is opposite to that of the loads to be applied in use, and applying a stress to the beam during the tensioning of the wires substantially to counteract the bending moments. At least one guide element for the wires may be disposed between two symmetrically disposed transmission elements to prevent lateral buckling of the beam during tensioning of the wires. After tensioning the wires, the transmission elements and optionally the flange of the beam are encased in concrete.
机译:一种生产具有至少一个凸缘的钢或钢和混凝土的预应力梁的方法,其中,相对于梁的跨度中心对称布置的多个间隔开的传动元件固定在凸缘上,并附有张紧线在两个对称设置的传输元件上,导线从法兰伸出预定距离,张紧导线以通过传输元件施加到梁上,一方面施加唯一的压力,另一方面施加在与每个传输元件具有与使用中要施加的载荷相反的弯矩,并且在拉紧线材期间在梁上施加应力以基本上抵消弯矩。用于导线的至少一个引导元件可以设置在两个对称设置的传输元件之间,以防止在导线张紧期间梁的侧向屈曲。在拉紧导线后,传输元件和梁的凸缘(可选)都用混凝土包裹。

著录项

  • 公开/公告号FR2258503B1

    专利类型

  • 公开/公告日1979-02-09

    原文格式PDF

  • 申请/专利权人 MAUQUOY JEAN BAPTISTE;

    申请/专利号FR19750001726

  • 发明设计人

    申请日1975-01-21

  • 分类号E04C5/08;

  • 国家 FR

  • 入库时间 2022-08-22 19:39:23

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