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    • 6. 发明申请
    • Construction Configurations and Construction Methods of Steel Houses
    • 钢结构房屋施工结构及施工方法
    • US20080047225A1
    • 2008-02-28
    • US10565431
    • 2005-07-21
    • Yoshimichi KawaiKazunori FujihashiShigeaki Tohnai
    • Yoshimichi KawaiKazunori FujihashiShigeaki Tohnai
    • E04C3/32E04C2/00
    • E04B1/08E04B1/24E04B1/2403E04B2001/2481E04B2001/2484
    • The present invention provides construction configurations and a construction method for steel houses that eliminate the shortcoming of the conventional platform construction method for steel houses that complicates the structure because of the need to use metal reinforcements without losing the advantage of the conventional method that facilitates the construction work by using wall panels.After constructing the ground story wall (lower story wall) 22 by attaching wall panels 21 for the ground story to through vertical frame studs 20 extending to upper floors, the second story wall (upper story wall) 23 is constructed by attaching wall panels 21 for the upper story to the through vertical frame studs 20. Of the wall panels 21 disposed along the four sides of the lower story, the top ends 29 of the two opposite wall panels 21b are positioned lower than the top ends 29a of the lower story wall panels 21a on the other two opposite sides. Both ends of the floor panel 24 are mounted on the lower top ends 29 of the wall panels 21b.
    • 本发明提供了钢结构房屋的结构构造和施工方法,其消除了由于需要使用金属增强材料而使结构复杂化的钢结构的常规平台施工方法的缺点,而不失去有利于施工的常规方法的优点 使用墙板工作。 在通过将地面故事的墙板21附接到延伸到上层的垂直框架柱20来构造地面墙壁(下层墙壁)22之后,通过将壁板21连接到第二层壁 上层故事通过垂直框架柱20。 在沿着下层四面设置的壁板21中,两个相对的壁板21b的顶端29位于低层壁板21a的顶端29a的另一个相对两侧 。 地板面板24的两端安装在壁板21b的下部顶端29上。
    • 8. 发明授权
    • Construction configurations and construction methods of steel houses
    • 钢结构房屋施工结构及施工方法
    • US07882665B2
    • 2011-02-08
    • US10565431
    • 2005-07-21
    • Yoshimichi KawaiKazunori FujihashiShigeaki Tohnai
    • Yoshimichi KawaiKazunori FujihashiShigeaki Tohnai
    • E04H1/02E04B5/02E04C3/02
    • E04B1/08E04B1/24E04B1/2403E04B2001/2481E04B2001/2484
    • The present invention provides construction configurations and a construction method for steel houses that eliminate the shortcoming of the conventional platform construction method for steel houses that complicates the structure because of the need to use metal reinforcements without losing the advantage of the conventional method that facilitates the construction work by using wall panels. After constructing the ground story wall (lower story wall) 22 by attaching wall panels 21 for the ground story to through vertical frame studs 20 extending to upper floors, the second story wall (upper story wall) 23 is constructed by attaching wall panels 21 for the upper Story to the through vertical frame studs 20. Of the wall panels 21 disposed along the four sides of the lower story, the top ends 29 of the two opposite wall panels 21b are positioned lower than the top ends 29a of the lower story wall panels 21a on the other two opposite sides. Both ends of the floor panel 24 are mounted on the lower top ends 29 of the wall panels 21b.
    • 本发明提供了钢结构房屋的结构构造和施工方法,其消除了由于需要使用金属增强材料而使结构复杂化的钢结构的常规平台施工方法的缺点,而不失去有利于施工的常规方法的优点 使用墙板工作。 在通过将地面故事的墙板21附接到延伸到上层的垂直框架柱20来构造地面墙壁(下层墙壁)22之后,通过将壁板21连接到第二层壁21 在通过垂直框架柱20的上层故事中,沿着下层的四个侧面设置的壁板21中,两个相对的壁板21b的顶端29定位成比下层壁的顶端29a低 在其他两个相对侧上的面板21a。 地板面板24的两端安装在壁板21b的下部顶端29上。
    • 10. 发明申请
    • Joint fitting between members, joint structure of upper and lower floor vertical frame members, and method of joining
    • 构件之间的接头配合,上下层立体框架构件的接头结构和接合方法
    • US20070125034A1
    • 2007-06-07
    • US10559246
    • 2005-09-05
    • Yoshimichi KawaiKazunori FujihashiShigeaki TohnaiHiroshi Tanaka
    • Yoshimichi KawaiKazunori FujihashiShigeaki TohnaiHiroshi Tanaka
    • E04C2/38
    • E04B1/2403E04B2001/2448E04B2001/2484
    • The present invention provides a joint fitting between members of a simple structure with few parts and able to transmit stress of both compressive force and tensile force and a joint structure and method of joining using that joint fitting, that is, a joint fitting 1 between members connecting an upper floor vertical frame members 11 and lower floor vertical frame members 11 and transmitting compressive force and tensile force, the joint fitting 1 between members provided with a metal connection member body having a length enabling it to be arranged bridging the upper floor vertical frame member 11 and lower floor vertical frame member 11 in a vertical orientation and joint parts 3 for directly joining with these vertical frame members at its two ends, the joint parts 3 of the joint fitting 1 arranged at the upper and lower floors being brought into contact with the vertical side surfaces of the different floor vertical frame members 11 and fastened by drill screws 24 screwed in bridging the joint parts 3 and the vertical frame members 11 in a horizontal orientation. Further, a method of joining members using the joint fitting 1 between members.
    • 本发明提供了一种具有少量零件并且能够传递压缩力和拉力两者的应力的构件之间的接头配合,以及使用该接头配件的连接结构和接合方法,即,构件之间的接头配件1 连接上部立柱框架构件11和下部底板垂直框架构件11并且传递压缩力和张力,该接头配件1设置在具有一定长度的金属连接构件主体之间,该金属连接构件主体能够布置成桥接上部立面框架 构件11和下层垂直框架构件11处于垂直方向,并且在其两端直接与这些垂直框架构件接合的接合部3,布置在上下楼层处的接头配件1的接合部3被接触 与不同地板垂直框架构件11的垂直侧表面并通过钻螺丝24紧固在桥接件上 接合部件3和垂直框架部件11处于水平方向。 此外,使用构件之间的接头配件1连接构件的方法。