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Reinforcements for bending-moment and shear in the part of reinforced concrete footings and construction method of its using

机译:钢筋混凝土基础部分的弯矩和剪力钢筋及其使用方法

摘要

PURPOSE: A bending and shearing stiffener and a constructing method thereof are provided to easily conduct a bar arrangement, to reduce footing thickness in case of the lower footing of a bearing wall and to apply an angle, a flat bar and a wire mesh as well as a reinforcement without an additional welding process. CONSTITUTION: A bending and shearing stiffener consists of; a bending stiffener(1) arranged in the lower portion; a position fixing material(2) arranged in the upper portion; a shearing stiffener(3) connecting the latticed points of the bending stiffener and the latticed points of the position fixing material; a shear connector(4) extended from the shearing stiffener under the bending stiffener at the cross point between the shearing stiffener and the bending stiffener; and a connecting bar arrangement material(5) connecting a bar arrangement around a footing and bar arrangement of an upper structure. Then, a footing lower bar(6) is arranged and the bending and shearing stiffener is put on the footing lower bar. Finally, a footing upper bar(7) is placed on the bending and shearing stiffener to be a reinforced concrete footing.
机译:目的:提供一种弯曲和剪切加劲肋及其构造方法,以易于进行钢筋布置,在承重墙下部立足的情况下减小立足厚度并施加角钢,扁钢和金属丝网作为增强材料,无需额外的焊接过程。组成:弯曲和剪切加劲件包括:在下部设置有弯曲加劲件(1)。布置在上部的位置固定材料(2);剪切加强筋(3),其连接弯曲加强筋的格点和位置固定材料的格点;在剪切加强件和弯曲加强件的交叉点处,从剪切加强件在弯曲加强件下方延伸的剪切连接器(4);以及连接杆布置材料(5),该连接杆布置材料(5)围绕上部结构的基础和杆布置布置杆布置。然后,布置一个下脚下部杆(6),并将弯曲和剪切加劲肋放在该下脚下部杆上。最后,在弯曲和剪切加劲肋上放置一个基脚上杆(7),以作为钢筋混凝土基脚。

著录项

  • 公开/公告号KR100403835B1

    专利类型

  • 公开/公告日2003-10-30

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20010007368

  • 发明设计人 이재호;

    申请日2001-02-02

  • 分类号E02D27/08;

  • 国家 KR

  • 入库时间 2022-08-21 23:44:57

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