首页> 外国专利> REINFORCEMENT CONSTRUCTION METHOD OF CAISSON TYPE PILE, AND REINFORCEMENT UNIT BODY FOR THE SAME

REINFORCEMENT CONSTRUCTION METHOD OF CAISSON TYPE PILE, AND REINFORCEMENT UNIT BODY FOR THE SAME

机译:沉箱式桩的加固施工方法及相同的加固单元体

摘要

PROBLEM TO BE SOLVED: To construct a reinforcement assembly that requires time, as a reinforcement unit body on the ground to attain safe and easy assembly while shortening a construction period.;SOLUTION: A reinforcement construction method for constructing the reinforcement assembly in a caisson type shaft comprises: connecting hoops annularly and arranging shear reinforcing bars radially in grated shape at the hoops to form a reinforcement block body, and supporting a plurality of stages of the reinforcement block bodies by ladder reinforcements to form and arrange the reinforcement unit body 1; transferring and lowering the reinforcement unit body 1 along guide bodies and binding or welding the reinforcement unit body 1 to the guide bodies; carrying out superimposed fixing to the respective ladder reinforcements of the reinforcement unit body 1 by the transfer and constructing a working scaffolding in sequence by following; arranging vertical main reinforcements after the reinforcement unit body 1 is constructed in the caisson type shaft; and binding or welding the vertical main reinforcements to the reinforcement unit body 1 to construct the reinforcement assembly. The reinforcement unit body 1 is transferred by a suspension support body 3 with a transfer tool body having support fittings for supporting the reinforcements, disposed at a hanging frame body 3a.;COPYRIGHT: (C)2010,JPO&INPIT
机译:解决的问题:作为地面上的加固单元主体,建造需要时间的加固组件,以在缩短建造工期的同时获得安全,容易的组装;解决方案:一种采用沉箱型建造加固组件的加固施工方法轴包括:环形地连接箍,并且在箍上径向地以磨碎状布置抗剪钢筋以形成加强块体,并且通过梯形加强件支撑多级加强块体,以形成并布置加强单元体1;沿着引导体传送和降低增强单元体1,并将增强单元体1结合或焊接到引导体上;通过转移对加强单元本体1的各个梯形加强件进行叠加固定,并依次进行施工脚手架的施工;在用沉箱式竖井构造加强单元主体1之后,布置垂直的主加强件。然后,将垂直的主加强件捆绑或焊接到加强件主体1上,以构成加强件组件。加固单元主体1通过悬架支撑主体3进行传输,悬挂工具主体3带有一个悬挂工具,该工具主体具有安装在悬挂框架主体3a上的用于支撑加固物的支撑配件。版权所有:(C)2010,JPO&INPIT

著录项

  • 公开/公告号JP2010168879A

    专利类型

  • 公开/公告日2010-08-05

    原文格式PDF

  • 申请/专利权人 MUNEKIYO MASAYUKI;

    申请/专利号JP20090034505

  • 发明设计人 MUNEKIYO MASAYUKI;

    申请日2009-01-24

  • 分类号E02D5/34;E04G21/12;E02D27/12;

  • 国家 JP

  • 入库时间 2022-08-21 19:03:44

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