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Construction manner null of reinforced tupple and subterranean beam for subterranean beam

机译:地下连续梁加筋地下室梁的施工方式为零

摘要

PURPOSE: To provide prefabricated and preassembled reinforcing bars which enhance the efficiency of construction work of underground beams. ;CONSTITUTION: A post-like reinforcement cage A is formed with a rectangular hoop 1 arranged in parallel and a continuous length main reinforcing bar 2 which connects the rectangular hoop and leg reinforcing bars 3 are further placed in for a proper spacing in the longitudinal direction. In addition, insertable connecting main bars are placed to the end of the post-like reinforcing bar cage A as a reinforcement arrangement. This reinforcement arrangement is made in a series on the foundation B, thereby forming underground beam construction reinforcing bars.;COPYRIGHT: (C)1996,JPO
机译:目的:提供预制和预组装的钢筋,以提高地下梁的施工效率。组成:柱状钢筋笼A由平行排列的矩形箍1形成,连接矩形箍的连续长度的主钢筋2和腿部钢筋3在纵向上以适当的间距放置。另外,可插入的连接主杆作为加强装置放置在柱状钢筋笼A的端部。这种加固布置是在地基B上进行的一系列布置,从而形成了地下梁结构加固钢筋。;版权所有:(C)1996,JPO

著录项

  • 公开/公告号JP2737099B2

    专利类型

  • 公开/公告日1998-04-08

    原文格式PDF

  • 申请/专利权人 ASUTETSUKU KK;

    申请/专利号JP19950150935

  • 发明设计人 ITO HIROSHI;

    申请日1995-05-24

  • 分类号E04C5/06;E02D27/00;

  • 国家 JP

  • 入库时间 2022-08-22 02:59:21

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