首页> 外国专利> JUNCTION METHOD OF REINFORCED CONCRETE EARTHQUAKE RESISTING WALL AND IT'S PERIPHERAL FRAMEWORK

JUNCTION METHOD OF REINFORCED CONCRETE EARTHQUAKE RESISTING WALL AND IT'S PERIPHERAL FRAMEWORK

机译:钢筋混凝土抗震墙的连接方法及其周边框架

摘要

PURPOSE:To simplify a field execution by inserting projections from hoops of different shapes of steel bar studs secured to an iron frame at an appropriate distance, placing concrete and forming an earthquake resisting wall and peripheral framework. CONSTITUTION:Deformed steel bar studs 7 secured to an iron frame 2 by means of arc stud welding project outside from hoops wound and loaded on the periphery of the iron frame 2, and these projections 3 are inserted between wall bars 8A which are the constituent parts of a reinforced concrete earthquake resisting wall 8 at an appropriate distance. After that, concrete 4 is placed to form the peripheral frame work 1 and the earthquake resisting wall 8. According to the constitution, a bar arrangement work can be executed without crossing the peripheral framework 1 with reinforcements of the earthquake resisting wall 8, so that the simplification of a field execution and the improvement of accuracy can be attained.
机译:目的:通过插入固定在铁框架上的不同形状的不同形状的钢钉环的凸出物,以简化现场执行,放置混凝土并形成抗震墙和外围框架。组成:通过弧形螺柱焊接将变形的钢筋螺柱7固定在铁框架2上,并从箍上向外伸出并装入铁框架2的外围,并将这些突起3插入作为组成部分的壁条8A之间钢筋混凝土抗震壁8在适当距离处的角度。之后,放置混凝土4以形成外围框架1和抗震壁8。根据该构造,可以在不使外围框架1与抗震壁8的增强物交叉的情况下进行钢筋布置工作。可以简化现场执行并提高精度。

著录项

  • 公开/公告号JPH01203539A

    专利类型

  • 公开/公告日1989-08-16

    原文格式PDF

  • 申请/专利权人 NIPPON SUTATSUDOUERUDEINGU KK;

    申请/专利号JP19880028464

  • 发明设计人 OMICHI KUNIO;

    申请日1988-02-09

  • 分类号E04B1/30;E04B2/64;

  • 国家 JP

  • 入库时间 2022-08-22 06:46:18

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