首页> 外国专利> REMOVAL OF WATER CHANNEL AND METHOD OF NEWLY CONSTRUCTING IT ON REMOVED PART

REMOVAL OF WATER CHANNEL AND METHOD OF NEWLY CONSTRUCTING IT ON REMOVED PART

机译:水通道的拆除及其在拆除零件上的新构造方法

摘要

PROBLEM TO BE SOLVED: To provide a water channel continuing to an existing one by removing only a defective part of a water channel while leaving its normal part intact without damaging a normal water channel, and by integrating the unremoved part left in the removed section with a separately and newly constructed precast water channel subsequently installed therein.;SOLUTION: Left and right sidewall parts each stretching along inside of the corresponding outside walls of an existing defective water channel body and its base part laid thereunder are vertically cut by a predetermined length using a cutter; the water channel body and its base part constituting the underlayer part thereof are vertically cut in the traverse direction orthogonal to the longitudinal direction at predetermined intervals in the longitudinal direction from front to rear using the cutter; a concrete unit to be removed is separated from the left and right sidewall pieces and the base part pieces of the underlayer part left therein, and is removed; a new water channel having a width a little shorter than the width in the traverse direction of the removed concrete unit is installed in the space from where the concrete unit is removed, subsequent to adjusting the height of the base part; and small spaces each formed between the left and right sidewall pieces left therein and the left and right outside walls of the new water channel are filled with mortar to form a continuous and integrated body.;SELECTED DRAWING: Figure 5;COPYRIGHT: (C)2018,JPO&INPIT
机译:解决的问题:通过仅去除水道的有缺陷的部分,同时保持其正常部分完整而不损坏正常的水道,并通过将留在去除部分中的未去除的部分与解决方案:解决方案:分别使用现有的有缺陷的水通道主体及其底部放置在其相应的外壁内侧延伸的左右侧壁部分,用以下方法垂直切割预定长度:切刀使用切刀在与长度方向正交的横向上,沿前后方向以预定的间隔从前后方向垂直地切开水通道体及其构成其下层部分的基部。将要拆除的混凝土单元与留在其中的底层部分的左右侧壁块和基部块分开,并拆除。在调整基础部分的高度之后,在去除混凝土单元的空间中安装新的水通道,该新的水通道的宽度比去除的混凝土单元的横向的宽度短一些。在左侧壁和右侧壁之间以及在新水通道的左,右外壁之间分别形成小的空间,用砂浆填充,形成一个连续的整体。选定的图纸:图5;版权:(C) 2018年,JPO&INPIT

著录项

  • 公开/公告号JP2018062781A

    专利类型

  • 公开/公告日2018-04-19

    原文格式PDF

  • 申请/专利权人 NAGATA KOGYO KK;KCON KK;

    申请/专利号JP20160201431

  • 发明设计人 FUKUSHIMA HIDENORI;YAMAMOTO YOSHIAKI;

    申请日2016-10-13

  • 分类号E03F5/04;

  • 国家 JP

  • 入库时间 2022-08-21 13:12:38

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