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Steel-frame type anti-seismic structure null

机译:钢框架式抗震结构null

摘要

PURPOSE:To improve earthquake resisting performance by engaging a square steel frame member with the inner peripheral surface of the square opening of reinforced concrete construction by contact and connecting steel braces raised from both ends of the one side of the frame member to the steel bundle protrusively provided on the other side. CONSTITUTION:A square opening 3 is formed of columns 1 and beams 2 of reinforced concrete construction. 'H' formed steel is also disposed along the inner peripheral surface of the opening 3 so as to form a frame member 5. A shear panel 7 is hangingly fixed at the center part of the upper side frame of the frame member 5, and braces 8 raised diagonally upward from both end parts of the lower side frame are rigidly bonded at the hanging end part of the panel 7.
机译:目的:通过使方形钢制框架构件与钢筋混凝土结构的方形开口的内周表面接触,并使从框架构件一侧的两端伸出的钢制支撑件与突出的钢制束连接,从而提高抗震性能。在另一侧提供。组成:方孔3由钢筋混凝土结构的立柱1和梁2组成。还沿着开口3的内周表面布置“ H”型钢,以形成框架构件5。剪切面板7悬挂地固定在框架构件5的上侧框架的中央部分,并撑杆。从下侧框架的两个端部向斜上方突出的图8中的一个被牢固地结合在面板7的悬挂端部。

著录项

  • 公开/公告号JPH0833023B2

    专利类型

  • 公开/公告日1996-03-29

    原文格式PDF

  • 申请/专利权人 株式会社大林組;

    申请/专利号JP19880274453

  • 发明设计人 関 松太郎;勝俣 英雄;

    申请日1988-11-01

  • 分类号E04B1/20;

  • 国家 JP

  • 入库时间 2022-08-22 04:00:37

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