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Fixed member and the concrete tensioning frame structure of seismic slit material

机译:地震缝隙材料的固定构件和混凝土张紧框架结构

摘要

PROBLEM TO BE SOLVED: To provide a fixing member for strongly restraining deviation of an earthquake resistant slit material from a burying expected position by lateral pressure applied when placing concrete to the earthquake resistant slit material buried in a concrete building wall structure.;SOLUTION: This concrete placing frame structure has a run-out preventing reinforcement, the earthquake resistant slit material, a form arranged by penetrating through a slit surface of the earthquake resistant slit material, and the fixing member for fixing the earthquake resistant slit material and the run-out preventing reinforcement by using the fixing member of a structure having a plurality of mutually communicating groove-shaped space parts radially arranged from an optional position of a plate-like base, forming a plurality of tongue piece-like position fixing parts projecting toward a mutually communicating part between the adjacent groove-shaped space parts, and forming an inserting part in the mutually communicating part by the respective groove-shaped space parts and the respective tongue piece-like position fixing parts, and restrains dislocation of the earthquake resistant slit material when placing the concrete by strongly fixing the earthquake resistant slit material and the run-out preventing reinforcement.;COPYRIGHT: (C)2005,JPO&NCIPI
机译:解决的问题:提供一种固定构件,该固定构件用于通过将混凝土放置到埋在混凝土建筑物墙壁结构中的抗震缝隙材料上时施加的侧向压力,来强力抑制抗震缝隙材料与埋入预期位置的偏离。混凝土放置框架结构具有防跳动加强件,抗震缝隙材料,通过穿透抗震缝隙材料的缝隙表面布置的形式以及用于固定抗震缝隙材料和跳动的固定构件通过使用具有从板状基体的任意位置沿径向布置的多个相互连通的槽状空间部分的结构的固定构件来防止加固,从而形成多个朝相互连通的方向突出的舌片状位置固定部分相邻的槽形空间部分之间的部分,并形成插入面t通过相互对应的槽形空间部分和相应的舌片状位置固定部分在相互连通的部分中,并且通过牢固地固定抗震缝隙材料和滑行来抑制混凝土浇筑时抗震缝隙材料的错位。防止加固。;版权所有:(C)2005,JPO&NCIPI

著录项

  • 公开/公告号JP3897721B2

    专利类型

  • 公开/公告日2007-03-28

    原文格式PDF

  • 申请/专利权人 株式会社ジェイエスピー;

    申请/专利号JP20030088376

  • 发明设计人 橋場 正博;高橋 誠治;

    申请日2003-03-27

  • 分类号E04G9/10;

  • 国家 JP

  • 入库时间 2022-08-21 21:08:09

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