首页> 外国专利> TRAPEZOIDAL COLUMN COLLAPSE PREVENTION BASE DEVICE FOR WOODEN FRAMEWORK AND CONSTRUCTION METHOD THEREOF

TRAPEZOIDAL COLUMN COLLAPSE PREVENTION BASE DEVICE FOR WOODEN FRAMEWORK AND CONSTRUCTION METHOD THEREOF

机译:木框架梯形柱塌方预防基础装置及其施工方法

摘要

PROBLEM TO BE SOLVED: To provide a trapezoidal column collapse prevention base device and a construction method thereof for preventing the collapse of a first floor column, in order to solve the problem that all metallic reinforcing joints of a wooden framework have a destiny to rotate due to the large horizontal seismic force, etc., there is no technique to prevent a rotation, especially the metallic reinforcing joints between a column capital of a first floor column and a girt tend to excessive deformation in position, leading to the collapse of the first floor column.SOLUTION: A lower side member 6, an upper side member 7, and a hypotenuse member 9 of the scantling lumber are joined to form a trapezoidal base table A, structural plywood is stuck as a reinforcing plate 10 on both side faces of the trapezoidal base table A, a height adjusting plate tool 11 is fixed on the upper side member 7 of the trapezoidal base table A while the upper surface thereof is brought closer to the lower surface of the girt, the slope of a deformation adjuster 12 is fixed to the inclined plane of the hypotenuse member 9 along a shear deformation angle hypotenuse line of a first floor columns 4 so that a trapezoidal column collapse prevention base device B can be formed, and the trapezoidal column collapse prevention base device B is inserted into all spaces 5 between the first floor columns 4 so as to be isolated from a girth 2, an adjacent column 4 and a large wall bearing wall 3 independently of each other and screwed them to a base 1.SELECTED DRAWING: Figure 3
机译:解决的问题:提供一种防止梯形柱倒塌的底座装置及其施工方法,以防止第一层楼柱的倒塌,以解决木制框架的所有金属加强接头都有因旋转而致死的问题。对于较大的水平地震力等,目前还没有防止旋转的技术,特别是第一层楼柱的柱头和环架之间的金属加强接头往往会在位置上过度变形,从而导致第一层倒塌。解决方案:将尺寸较小的木材的下侧构件6,上侧构件7和斜边构件9连接起来以形成梯形基台A,结构胶合板作为加强板10粘贴在地板的两个侧面上。在梯形基台A上,高度调节板工具11固定在梯形基台A的上侧构件7上,同时其上表面靠近下侧。在吊梁的表面上,将变形调节器12的斜度沿着第一地板柱4的剪切变形角斜边线固定在斜边构件9的斜面上,从而可以形成梯形防止柱倒塌的基础装置B,梯形柱防倒塌底座装置B被插入到第一地板柱4之间的所有空间5中,以与周长2,相邻的柱4和大壁承重壁3彼此独立地并且被拧紧到基本1.SELECTED DRAWING:图3

著录项

  • 公开/公告号JP2018066132A

    专利类型

  • 公开/公告日2018-04-26

    原文格式PDF

  • 申请/专利权人 MANTANI ATSUYOSHI;

    申请/专利号JP20160203989

  • 发明设计人 MANTANI ATSUYOSHI;

    申请日2016-10-18

  • 分类号E04B1/26;

  • 国家 JP

  • 入库时间 2022-08-21 13:12:02

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