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Reinforcing elements to build the tension zone stand-bam construction of reinforced concrete.

机译:增强元件来构建钢筋混凝土的受拉区立柱结构。

摘要

1. reinforcement element to arm the tension zone of components of steel reinforced concrete, applied bending, with at least two reinforcing rods running parallel, whose lengths and the arrangement of which are adapted to the course of time, touching each rod shorter directly at least one rod longest armor over the entire length and being connected, preferably welded to it, transmitting forces, at least in segments or sections, characterized in armor because the surface of overall cross-section of the unions in each case between two reinforcing rods it has a magnitude at least sufficient for the complete transmission of forces from the rod shorter armor, which must be discharged. 2. armor element according to claim 1, wherein each connection between the reinforcing rods is a welded joint, existing between the tractive force Zv of the joints on both sides delas ordinates maximum moment and all tensile forces {sg} transmitted from Z / or shorter armor rods, the following relationship: Zv / {sg} 0. 3. armor element according to one of claims 1 or 2, characterized in that the overall cross section surface of the joints, in each case between two reinforcing elements, is proportional to the cross-sectional area which is to be discharged. 4. armor element according to one of claims 1 to 3, wherein each other alternate segments connecting each of equal length and unbound segments each of equal length. 5. armor element according to one of claims 1 to 4, characterized by each connecting segment solidifies at least one weld bead, which has been melted from a wire inserted between the reinforcement bars before welding wire whose diameter is below the dearmadura rods. 6. reinforcement element to build the tension zone of reinforced concrete structural components.
机译:1.加固元件,用于武装钢筋混凝土构件的受拉区域,施加弯曲,至少有两个平行延伸的钢筋,钢筋的长度和排列方式随时间变化,至少直接与每个钢筋短接一个杆在整个长度上最长的铠装,并且至少在各个段或段中被连接,最好是焊接到其上,以铠装为特征传递力,因为在每种情况下,两根加强杆之间的接头总横截面的表面具有至少足以完全从短杆装甲传递力的大小,必须将其释放。 2.根据权利要求1所述的装甲元件,其中,所述加强杆之间的每个连接是焊接接头,所述焊接接头存在于两侧的接头的牵引力Zv之间,最大纵矩与从Z /或更短传递的所有拉力{sg}之间。 3.根据权利要求1或2之一所述的装甲元件,其特征在于,在每种情况下,在两个加强元件之间,所述接头的总横截面成比例。到要排出的横截面。 4.根据权利要求1至3中的一项所述的装甲元件,其中,彼此交替的段连接每个相等长度的段和未束缚的段每个相等的长度。 5.根据权利要求1至4中任一项所述的铠装元件,其特征在于,每个连接段使至少一个焊道凝固,所述焊道在焊接直径低于所述脱金属棒之前的焊丝之前已经从插入在所述钢筋之间的焊丝熔化。 6.钢筋构件,用于建立钢筋混凝土结构构件的受拉区。

著录项

  • 公开/公告号ES248874Y

    专利类型

  • 公开/公告日1981-05-16

    原文格式PDF

  • 申请/专利权人

    申请/专利号ES19800248874U

  • 发明设计人

    申请日1980-02-25

  • 分类号E04C5/01;

  • 国家 ES

  • 入库时间 2022-08-22 15:53:19

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