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CRACKING PREVENTING METHOD OF REMAINING FORMWORK PANEL, AND REMAINING FORMWORK PANEL

机译:剩余模板的裂缝预防方法和剩余模板

摘要

PROBLEM TO BE SOLVED: To provide a cracking preventing method of a remaining formwork panel and a remaining formwork panel used in the preventing method which prevents cracking generated in a remaining formwork panel by shrinkage force of concrete.;SOLUTION: In a cracking preventing method of a remaining formwork panel, a connected metal fitting 3 covered with an elastic resin cover material 4 is provided in a panel body 2 at a range which is at least 10 mm from a back face of the panel body 2 in a remaining formwork panel 1. After constructing a remaining formwork 10, concrete 12 is installed and cured. A part covered with the elastic resin cover material 4 of the connected metal fitting 3 is not compacted by the concrete 12. A cracking displacement generated by shrinkage of the concrete 12 and a cracking displacement generated by external force in the concrete 12 are not hardly transferred to the panel body 2 by elastic displacement follow-up function and the like of the elastic resin cover material 4. Thus, generation of cracking in the remaining formwork panel 1 after construction is prevented.;SELECTED DRAWING: Figure 1;COPYRIGHT: (C)2019,JPO&INPIT
机译:解决的问题:提供一种防止剩余模板的开裂的方法,以及一种用于防止该模板的剩余模板的开裂的方法,该方法防止混凝土的收缩力在剩余模板中产生的开裂。在剩余的模板面板中,在面板主体2中以与剩余的模板面板1中的面板主体2的背面相距至少10mm的范围设置有覆盖有弹性树脂覆盖材料4的连接金属配件3。在构造剩余的模板10之后,安装并固化混凝土12。被连接金属配件3的被弹性树脂覆盖材料4覆盖的部分不会被混凝土12压实。几乎不会传递由混凝土12的收缩产生的裂纹位移和由外力在混凝土12中产生的裂纹位移。通过弹性树脂覆盖材料4的弹性位移跟踪功能等作用到面板主体2上。因此,防止了在构造之后在剩余的模板面板1中产生龟裂。;所选择的附图:图1;版权:(C )2019,日本特许厅&INPIT

著录项

  • 公开/公告号JP2019073897A

    专利类型

  • 公开/公告日2019-05-16

    原文格式PDF

  • 申请/专利权人 YAMASHITA JOJI;

    申请/专利号JP20170200246

  • 发明设计人 YAMASHITA JOJI;

    申请日2017-10-16

  • 分类号E02D29/02;E02D27/01;

  • 国家 JP

  • 入库时间 2022-08-21 12:24:47

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