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Hollow concrete slab reinforcement layout - has non-displaceable filler pieces mounted between distributor rods and hooked stirrups

机译:空心混凝土楼板的钢筋布局-在分配杆和带钩的箍筋之间安装了不可移位的填充件

摘要

A bend-stressed hollow reinforced-concrete slab has flat reinforcing units lying in the continuous layers of concrete. There are hooked loop shackles in the cross arms between the filler units, serving as thrust reinforcement. The hooks on these grip the distributor rods (4a) lying at right angles to the longitudinal axis of the filler units. The distributor rods lie closer to the external surface of the concrete than the rods of the tension reinforcement. The filler units, sited between distributor rods and hooked stirrups lie in a non-displaceable setting, so that the reinforcement rods are firmly joined to the formwork, with the concrete covering maintained in position. The interval between filler units and formwork is maintained by spacer units.
机译:弯曲受力的空心钢筋混凝土板在混凝土连续层中具有平坦的钢筋单元。加注单元之间的横臂上有钩形钩环,用作推力加强件。这些钩子钩住与填充单元纵轴成直角的分配杆(4a)。分配杆比抗拉钢筋的杆更靠近混凝土的外表面。位于分配杆和带钩的箍筋之间的填充单元处于不可移动的位置,因此加固杆牢固地连接到模板上,同时混凝土覆盖层保持在适当的位置。填充单元和模板之间的间隔由间隔单元保持。

著录项

  • 公开/公告号DE2652096A1

    专利类型

  • 公开/公告日1978-05-18

    原文格式PDF

  • 申请/专利权人 SIMONSFRANZDR.-ING.;

    申请/专利号DE19762652096

  • 发明设计人 SIMONSFRANZDR.-ING.;

    申请日1976-11-16

  • 分类号E04B5/16;E04C5/00;

  • 国家 DE

  • 入库时间 2022-08-22 21:59:46

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