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Structural concrete - arrangement of bar structure null

机译:结构混凝土-钢筋结构的布置null

摘要

PURPOSE:To correct the warpage of rebar arrangement with simple structure and increase its strength against bending and shearing force by a structure wherein both mesh rebars, which are fixed to both sides of main rebars containing at least one pair of frame members arranged oppositely by the predetermined distance apart from each other, and a plurality of connecting members, each of which is spanned between a pair of the frame members consisting of the main rebars are equipped. CONSTITUTION:Between frame members 1A and 1B consisting of main rebars 3, Three connecting members 11, 12 and 13 are spanned at the predetermined intervals. Each of respective connecting members 11, 12 and 13 consists of a pair of bar members 21 and 22 and a turnbuckle 23, which connects between a pair of the bar members 21 and 22. Under the condition that rebar arrangement 6 is formed by welding mesh rebars 4 and 5 on both sides of the main rebars 3, which are formed by welding both ends of frame members 2A and 2B to the frame members 1A and 1B, the warpage of the rebar arrangement can be corrected by controlling the turnbuckles 23 so as to shorten the lengths of the three connecting members 11, 12 and 13.
机译:目的:通过一种结构来校正钢筋布置的翘曲,并通过一种结构将两个钢筋网固定在主钢筋的两侧,钢筋网中至少包含一对由钢筋混凝土相对布置的框架构件,从而提高钢筋抵抗弯曲和剪切力的强度。彼此隔开预定的距离,并且装备有多个连接构件,每个连接构件跨越在由主钢筋组成的一对框架构件之间。构成:在由主钢筋3组成的框架构件1A和1B之间,三个连接构件11、12和13以预定的间隔跨度。各个连接构件11、12和13中的每一个包括一对杆构件21和22以及螺丝扣23,其在一对杆构件21和22之间进行连接。在这种情况下,钢筋布置6通过焊接网形成。通过将框架构件2A和2B的两端焊接到框架构件1A和1B而形成的主钢筋3的两侧上的钢筋4和5,可以通过控制螺丝扣23来校正钢筋布置的翘曲,使得以缩短三个连接构件11、12和13的长度。

著录项

  • 公开/公告号JP2532724B2

    专利类型

  • 公开/公告日1996-09-11

    原文格式PDF

  • 申请/专利权人 MISAWA HOMES CO;

    申请/专利号JP19900185747

  • 发明设计人 ENDO MITSUYOSHI;

    申请日1990-07-13

  • 分类号B28B23/02;E04G21/12;

  • 国家 JP

  • 入库时间 2022-08-22 03:59:46

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