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Concrete structure repair method, concrete structure repair structure, concrete structure repair system

机译:混凝土结构修复方法,混凝土结构修复结构,混凝土结构修复系统

摘要

PROBLEM TO BE SOLVED: To provide a concrete structure repair system, a concrete structure repair method and a concrete structure repair structure, capable of repairing a concrete structure without chipping off a filling defective place of the concrete structure.SOLUTION: The concrete structure repair method comprises a step of determining whether or not there is a defect in a state of a concrete structure surface, a step of determining a hole drilling position of a confirmation hole for confirming a state in the concrete structure so as not to cross with a reinforcement position by grasping the reinforcement position in the concrete structure when there is a defect in the state of the concrete structure surface, a step of drilling the confirmation hole in the concrete structure, a step of fixing a repair range of the concrete structure, a step of grasping a void in the repair range of the concrete structure, a step of injecting a filler by determining an injection hole and a discharge hole from the confirmation hole, a step of drilling an inspection hole different from the confirmation hole, a step of determining whether or not the filling defective place or the void exists in the inspection hole, and a step of filling the inspection hole later when the filling defective place or the void does not exist in the inspection hole.
机译:要解决的问题:提供一种混凝土结构修复系统,混凝土结构修复方法和混凝土结构修复结构,能够在不剥落混凝土结构填充缺陷的情况下修复混凝土结构。解决方案:混凝土结构修复方法包括确定混凝土结构表面的状态是否存在缺陷的步骤,确定用于确认混凝土结构中的状态的确认孔的钻孔位置以不与加强位置交叉的步骤。当混凝土结构表面的状态存在缺陷时,通过抓住混凝土结构中的加固位置,在混凝土结构中钻出确认孔的步骤,固定混凝土结构的修补范围的步骤,把握混凝土结构修复范围内的空隙,通过确定注入孔和排放量来注入填料的步骤从确认孔开始的孔,在不同于确认孔的位置钻一个检查孔的步骤,确定检查孔中是否存在填充缺陷位置或空隙的步骤以及稍后在检查孔中填充检查孔的步骤填充缺陷的地方或检查孔中不存在空隙。

著录项

  • 公开/公告号JP6108603B2

    专利类型

  • 公开/公告日2017-04-05

    原文格式PDF

  • 申请/专利权人 東日本旅客鉄道株式会社;

    申请/专利号JP20130018408

  • 发明设计人 佐々木 尚美;小林 薫;

    申请日2013-02-01

  • 分类号E04G23/02;

  • 国家 JP

  • 入库时间 2022-08-21 13:54:40

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