基本信息:
- 专利标题: Step structure of truss-rod attached deck floor
- 申请号:JP2002338211 申请日:2002-11-21
- 公开(公告)号:JP2004169468A 公开(公告)日:2004-06-17
- 发明人: ARITA YASUMASA , MASAFUJI MICHIHIRO , YOSHIDA MAMORU , YAMAMURA TOSHIHISA , YONEYAMA TADAMASA , HARADA NOBORU
- 申请人: San Matekku:Kk , Shimizu Corp , 株式会社 サン・マテック , 清水建設株式会社
- 专利权人: San Matekku:Kk,Shimizu Corp,株式会社 サン・マテック,清水建設株式会社
- 当前专利权人: San Matekku:Kk,Shimizu Corp,株式会社 サン・マテック,清水建設株式会社
- 优先权: JP2002338211 2002-11-21
- 主分类号: E04B5/38
- IPC分类号: E04B5/38 ; E04B5/40 ; E04C5/16
摘要:
PROBLEM TO BE SOLVED: To provide a step structure of a truss-rod attached deck floor making use of a truss-rod attached floor panel with high working efficiency by a simplified constitution.
SOLUTION: When a first floor panel 3 and a second floor panel 8 horizontally adjacent to each other after making a different height arrange so as to make both end sides 3c and 8c vertically coaxial, a first truss rod 4 and a second truss rod 9 form a clearance lap joint in a plan view. The lap length of the first truss rod 4 and the second truss rod 9 is made as a member length and the different height of the first truss rod 4 is made as a height to arrange a square-shaped reinforcing bar 16 between them, and a connecting bar equipped with a vertical member 14a having the member length for connecting the first upper end bar 5 and the first lower end bar 6 is placed to the ends of the first truss rod 4 and the second truss rod 9. Concrete 18 is placed to such a step 15 after subsidiary reinforcing bars 17 have been separately arranged so as to connect the second neighboring truss rods 9 to each other.
COPYRIGHT: (C)2004,JPO
SOLUTION: When a first floor panel 3 and a second floor panel 8 horizontally adjacent to each other after making a different height arrange so as to make both end sides 3c and 8c vertically coaxial, a first truss rod 4 and a second truss rod 9 form a clearance lap joint in a plan view. The lap length of the first truss rod 4 and the second truss rod 9 is made as a member length and the different height of the first truss rod 4 is made as a height to arrange a square-shaped reinforcing bar 16 between them, and a connecting bar equipped with a vertical member 14a having the member length for connecting the first upper end bar 5 and the first lower end bar 6 is placed to the ends of the first truss rod 4 and the second truss rod 9. Concrete 18 is placed to such a step 15 after subsidiary reinforcing bars 17 have been separately arranged so as to connect the second neighboring truss rods 9 to each other.
COPYRIGHT: (C)2004,JPO
信息查询:
EspacenetIPC结构图谱:
E | 固定建筑物 |
--E04 | 建筑物 |
----E04B | 一般建筑物构造;墙,例如,间壁墙;屋顶;楼板;顶棚;建筑物的隔绝或其他防护 |
------E04B5/00 | 楼板;用于隔绝的楼板结构;其专用连接件 |
--------E04B5/02 | .基本上用预制件构成的承重楼板结构 |
----------E04B5/17 | ..部分在现场成型的楼板结构 |
------------E04B5/36 | ...具有作为楼板一部分的模壳件 |
--------------E04B5/38 | ....具有同时起加强作用的平板式模壳件;具有横向向外伸展加强件的模壳板 |