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BINDING METHOD FOR POST-PLACING CONCRETE AND POST-PLACING CONCRETE BINDER

机译:后置混凝土的粘结方法及后置混凝土粘结剂

摘要

PROBLEM TO BE SOLVED: To improve the efficiency of the construction and reinforce the integrity by sticking a spiral carbon fiber bar to an established structural body via a carbon fiber belt, by arranging reinforcement thereon so as to place the concrete, and by eliminating any necessity of a stud dowel, etc. ;SOLUTION: A spiral carbon fiber bar 3 formed by twisting a number of yarns into a spiral shape is stuck and fixed on a structural body 15 constituted of concrete, metal, and a stone material by a carbon fiber belt 4, which is formed of the same materials into a sheet shape, at fixed intervals per each roll. The reinforcement 6 is arranged thereon and post-placing concrete is placed. The structural body 15 may be either of a concrete slab, a steel beam, a deck plate, etc., and epoxy-based adhesive is used for the adhesion. The spiral carbon fiber bar 3 is employed as a connecting material substitute for a stud dowel or a beard reinforcement for the integration so that a superior binding state can be held for a long time. This constitution can easily provide the post-placing concrete having high shear strength.;COPYRIGHT: (C)1999,JPO
机译:解决的问题:通过将螺旋碳纤维棒通过碳纤维带粘贴到既定的结构体上,在其上布置钢筋以放置混凝土,以及消除任何必要性,从而提高施工效率并增强整体性SOLUTION:通过将多根纱线捻成螺旋状而形成的螺旋碳纤维棒3通过碳纤维粘贴并固定在由混凝土,金属和石材构成的结构体15上皮带4,由相同的材料制成片状,每卷固定间隔。加强件6布置在其上并且放置后置混凝土。结构体15可以是混凝土板,钢梁,盖板等中的任一种,并且使用基于环氧的粘合剂进行粘合。螺旋碳纤维棒3被用作代替销钉或胡须加强件的连接材料,以进行一体化,从而可以长时间保持优异的结合状态。这种结构可以容易地提供具有高剪切强度的后置混凝土。版权所有:(C)1999,日本特许厅

著录项

  • 公开/公告号JPH11107529A

    专利类型

  • 公开/公告日1999-04-20

    原文格式PDF

  • 申请/专利权人 SENDAI KATAYUKI;

    申请/专利号JP19970269744

  • 发明设计人 SENDAI KATAYUKI;

    申请日1997-10-02

  • 分类号E04G21/02;E04B1/16;E04C5/07;

  • 国家 JP

  • 入库时间 2022-08-22 02:34:13

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