首页> 外国专利> METHOD OF REINFORCING ROOF PANEL OR FLOOR PANEL, REINFORCING STRUCTURE, AND BEARING FITTING FOR REINFORCEMENT

METHOD OF REINFORCING ROOF PANEL OR FLOOR PANEL, REINFORCING STRUCTURE, AND BEARING FITTING FOR REINFORCEMENT

机译:屋顶板或地板的加固方法,结构的加固以及承重的支座安装方法

摘要

PROBLEM TO BE SOLVED: To provide a reinforcing method which is implemented when an existing roof panel or a floor panel undergoes strength deterioration or increased deflection due to aged deterioration or damage, dispenses with removal of upper finish, use of heavy equipment, and working on an existing beam, is carried out from below without welding, insusceptible to building applications, requires only relatively simple work, and exerts reliable strength.;SOLUTION: According to the reinforcing method, an inside of a notch formed in a first vertical piece and an inside of a notch formed in a second vertical piece of a bearing fitting for reinforcement, abutted on an upper surface of an upper flange (2a) of an H-shaped steel beam (2), and a first bolt (5) abutted on a lower surface of the upper flange (2a) cooperatively pinch the upper flange (2a), and the first bolt (5) is turned and fastened. Then a second bolt (6) is turned and fastened such that a reinforcing steel (7) horizontally inserted into the bearing fitting from the side where the second bolt (6) is located, retains a lower surface of the roof panel or the floor panel (1).;COPYRIGHT: (C)2007,JPO&INPIT
机译:要解决的问题:提供一种加固方法,该方法在现有的屋顶面板或地板面板由于老化或损坏而遭受强度恶化或挠曲增加,免除去除上部饰面,使用重型设备并在现有的梁是从下面进行焊接而无需焊接的,对于建筑应用是不敏感的,仅需相对简单的工作即可发挥出可靠的强度。解决方案:根据加固方法,在第一垂直构件中形成一个缺口的内部,在用于加强的轴承配件的第二个垂直部分中形成的槽口的内部,紧靠在H形钢梁(2)的上凸缘(2a)的上表面上,而第一螺栓(5)靠在一个上凸缘(2a)的下表面共同挤压上凸缘(2a),然后转动并拧紧第一螺栓(5)。然后,转动并拧紧第二个螺栓(6),以使从第二个螺栓(6)所在的一侧水平插入轴承配件中的钢筋(7)保持车顶板或地板的下表面(1).;版权:(C)2007,日本特许厅&INPIT

著录项

  • 公开/公告号JP2007070867A

    专利类型

  • 公开/公告日2007-03-22

    原文格式PDF

  • 申请/专利权人 SUMITOMO KINZOKU KOZAN SIPOREX KK;

    申请/专利号JP20050258324

  • 发明设计人 SHIODE YUZO;

    申请日2005-09-06

  • 分类号E04B5/02;E04B1/38;

  • 国家 JP

  • 入库时间 2022-08-21 21:13:31

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