JPH0161305U - - Google Patents
Info
- Publication number
- JPH0161305U JPH0161305U JP15435287U JP15435287U JPH0161305U JP H0161305 U JPH0161305 U JP H0161305U JP 15435287 U JP15435287 U JP 15435287U JP 15435287 U JP15435287 U JP 15435287U JP H0161305 U JPH0161305 U JP H0161305U
- Authority
- JP
- Japan
- Prior art keywords
- joint
- former
- cross
- steel
- steel frames
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 238000005452 bending Methods 0.000 claims 1
- 239000002184 metal Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
図面は、本考案の実施例で、第１図は、側面図
、第２図は、第１図―線の拡大断面図、第３
図は、要部の拡大縦断側面図、第４図は、要部部
材の斜視図である。
１…円形鋼、２…クロスＨ形鋼、３…溶接継手
、４…梁鉄骨、１１，２１…接合部、１２，２２
…仕口部、２３…フランジ、２４…ウエブ、２５
…切欠、３１…リング状プレート、３２，３３…
裏当金、３４，３５…溶接、１１１，２３１…接
合端、２４１…突出部。
The drawings show an embodiment of the present invention; FIG. 1 is a side view, FIG. 2 is an enlarged sectional view taken along the line of FIG. 1, and FIG.
The figure is an enlarged longitudinal sectional side view of the main part, and FIG. 4 is a perspective view of the main part. 1...Circular steel, 2...Cross H-shaped steel, 3...Welded joint, 4...Beam steel frame, 11, 21...Joint part, 12, 22
... joint part, 23 ... flange, 24 ... web, 25
...Notch, 31...Ring plate, 32, 33...
Backing metal, 34, 35...Welding, 111, 231...Joint end, 241...Protrusion part.
Claims (1)
あつて、前者の直径と後者の幅を同等に設定し、
後者の接合部における各フランジを前者の接合部
に対応させて屈曲させ、その屈曲を接合端にて前
者の接合端の円弧に適合させると共に、接合端か
ら遠くなるに従がい次第に緩和させたことを特徴
とする断面形状を異にする柱鉄骨相互の接合構造
。 When joining column steel frames of circular steel and cross H-shaped steel, the diameter of the former and the width of the latter are set to be equal,
Each flange at the latter joint is bent to correspond to the former joint, and the bending is adapted to the arc of the former joint at the joint end, and is gradually relaxed as it gets farther away from the joint end. A joint structure between column steel frames with different cross-sectional shapes, characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15435287U JPH0442402Y2 (en) | 1987-10-08 | 1987-10-08 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15435287U JPH0442402Y2 (en) | 1987-10-08 | 1987-10-08 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0161305U true JPH0161305U (en) | 1989-04-19 |
| JPH0442402Y2 JPH0442402Y2 (en) | 1992-10-07 |
Family
ID=31431006
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15435287U Expired JPH0442402Y2 (en) | 1987-10-08 | 1987-10-08 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0442402Y2 (en) |
-
1987
- 1987-10-08 JP JP15435287U patent/JPH0442402Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0442402Y2 (en) | 1992-10-07 |