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COLUMN REINFORCING STRUCTURE, COLUMN REINFORCING FORM AND CONSTRUCTION METHOD FOR REINFORCING COLUMN

机译:柱加固结构,柱加固形式及柱加固方法

摘要

PROBLEM TO BE SOLVED: To provide a construction method for reinforcement, which makes workability proper, reduces costs, dispenses with maintenance after execution of work, and is applied to the reinforcement for a deteriorated column.;SOLUTION: First, a column reinforcing form 3 is made according to a shape of an outer periphery of the column 2 to be reinforced in a factory, etc. The forms 3 made in this way are conveyed to a job site and arranged by two in such a manner as to cover an outer peripheral surface of a leg part of the column 2. In this case, one of the two forms 3 is arranged in such a manner as to be turned upside down. In the arrangement of the forms 3, a concrete form, not shown in a figure, is installed in a clearance lap joint formed by ends 6a of tie hoops 6, which protrude from end faces 5a of the forms 3, and the concrete form and the clearance lap joint are fixed by placing fiber reinforced mortar 4, so as to couple the two forms 3 together. Afterward, a curing agent 7 is injected and infilled into a void when the void is created between the column 2 and the forms 3.;COPYRIGHT: (C)2003,JPO
机译:要解决的问题:提供一种钢筋的构造方法,该方法使适当的可加工性,降低成本,省去工作后的维护工作,并应用于劣化的柱的钢筋。;解决方案:首先,采用柱加强模板3根据要在工厂中加固的立柱2的外周的形状来制造。以这种方式制成的模板3被传送到作业现场并以覆盖外周的方式一分为二地布置。在这种情况下,两个模板3中的一个以倒置的方式布置。在模板3的布置中,未示出的混凝土模板安装在由搭接箍6的从模板3的端面5a突出的端部6a形成的间隙搭接中,该混凝土模板和通过放置纤维增强砂浆4来固定间隙搭接,以将两个模板3耦合在一起。之后,当在柱2和模板3之间产生空隙时,将固化剂7注入并填充到空隙中。版权所有:(C)2003,JPO

著录项

  • 公开/公告号JP2003003673A

    专利类型

  • 公开/公告日2003-01-08

    原文格式PDF

  • 申请/专利权人 SHIMIZU CORP;

    申请/专利号JP20010187030

  • 发明设计人 YOSHITAKE KENJI;

    申请日2001-06-20

  • 分类号E04G23/02;

  • 国家 JP

  • 入库时间 2022-08-22 00:12:40

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