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Assembly of reinforced concrete slabs - has concrete topping entering spiral wire over hooked reinforcements at joints

机译:钢筋混凝土楼板的组装-混凝土浇头在连接处的钩形钢筋上进入螺旋线

摘要

Two identical slabs (1, 2) have lengthwise counter-braces and transverse bars (6), each of the bars ending in a protruding hook (7, 7a) bent upwards and turned towards the inside of the slab. The hooks belonging to two adjacent slabs are therefore back to back. Concrete (14) is poured onto these slabs. A wire (8) twisted into a spiral with its axis parallel to the joint (10) and its turns vertical is placed on the slabs in such a way that a part of each turn is in contact with the two adjacent slabs along the joint line, while the opposite part of the turn is above the hooks, this spiral binding above the joint a cylinder (9) of the concrete poured in situ.
机译:两个相同的平板(1、2)具有纵向的反撑杆和横向杆(6),每个杆的末端是向上弯曲并朝向平板内部的突出钩(7、7a)。因此,属于两个相邻平板的吊钩背对背。将混凝土(14)倒在这些板上。将线(8)扭曲成螺旋形,使其轴线平行于接头(10),并且线匝垂直,以使每匝的一部分沿接合线与两个相邻的板接触的方式放置在板上,而转弯的相对部分在钩子上方,则该螺旋将接合处上方的螺旋约束在原地浇注混凝土的圆柱体(9)。

著录项

  • 公开/公告号FR2282515A1

    专利类型

  • 公开/公告日1976-03-19

    原文格式PDF

  • 申请/专利权人 DAVUM;

    申请/专利号FR19740028741

  • 发明设计人

    申请日1974-08-21

  • 分类号E04B5/00;

  • 国家 FR

  • 入库时间 2022-08-23 01:50:20

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