JPH02141003U - - Google Patents
Info
- Publication number
- JPH02141003U JPH02141003U JP4854890U JP4854890U JPH02141003U JP H02141003 U JPH02141003 U JP H02141003U JP 4854890 U JP4854890 U JP 4854890U JP 4854890 U JP4854890 U JP 4854890U JP H02141003 U JPH02141003 U JP H02141003U
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- gusset plate
- diameter
- pipe brace
- joint
- 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
- 239000000463 material Substances 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000003247 decreasing effect Effects 0.000 claims 1
- 238000003466 welding Methods 0.000 claims 1
- 239000002023 wood Substances 0.000 claims 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
第１図は本考案の継手構造を壁ブレース材に用
いた実施例を示す正面図、第２図は第１図−
線に沿つた縦断面図、第３図は第２図−線に
沿つた横断面図、第４図は従来例による継手構造
を示す正面図である。
符号の説明、１，９…はり材、２，８…柱材、
３，７…鋼管ブレース材、４，１０…ガセツトプ
レート、５，１０…半球キヤツプ、６，１１…切
り込み、１２…応力作用線。
Fig. 1 is a front view showing an example in which the joint structure of the present invention is used for a wall brace material, and Fig. 2 is a front view showing an example in which the joint structure of the present invention is used as a wall brace material.
FIG. 3 is a cross-sectional view taken along the line of FIG. 2, and FIG. 4 is a front view showing a conventional joint structure. Explanation of symbols, 1, 9... Beam material, 2, 8... Pillar material,
3, 7... Steel pipe brace material, 4, 10... Gusset plate, 5, 10... Hemisphere cap, 6, 11... Notch, 12... Stress action line.
Claims (1)
レース材を接合する継手構造であつて、前記鋼管
ブレース材の接合端部は円筒形状の鋼管を圧潰さ
せて端面が長方形状になるように変形され、当該
変形状態は端面の長手方向に平行する横断面の形
状が先端へ向けて順次拡径するテーパー状で、端
面の短手方向に平行する横断面の形状が先端へ向
けて順次縮径するテーパー状の角筒に形成されて
いると共に、開口する長方形端面の短手方向の内
径寸法が前記ガセツトプレートの板厚と等しくな
るように縮径されており、当該接合端部には端面
の長手方向に平行してガセツトプレートを差し込
むための切り込みが、順次拡径する壁側に沿つて
円筒断面の手前までガセツトプレートの板厚に適
合する一定の幅で設けられ、前記鋼管ブレース材
は接合端部の切り込みを柱材およびはり材と各々
応力作用線が一点で交差する角度でガセツトプレ
ートに差し込み、両者が接する周囲を溶接して一
体結合させたことを特徴とする鋼管ブレース材の
継手構造。 A joint structure in which a steel pipe brace material is joined to a flat plate part integrally projecting from a column beam material, and the joint end of the steel pipe brace material is deformed so that the cylindrical steel pipe is crushed so that the end surface becomes a rectangular shape. The deformed state is such that the shape of the cross section parallel to the longitudinal direction of the end surface is tapered in diameter gradually increasing toward the tip, and the shape of the cross section parallel to the short direction of the end surface is gradually decreasing in diameter toward the tip. The gusset plate is formed into a tapered rectangular tube with an open rectangular end face reduced in diameter so that the inner diameter in the short direction is equal to the thickness of the gusset plate, and the joint end has an end face. A notch for inserting the gusset plate parallel to the longitudinal direction of the steel pipe brace is provided with a constant width that matches the thickness of the gusset plate along the wall side whose diameter gradually increases up to this side of the cylindrical cross section. A steel pipe brace characterized by inserting the cut at the joint end into the gusset plate at an angle where the line of stress intersects the column material and beam material at one point, and welding the periphery where the two meet to integrally connect them. Joint structure of wood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4854890U JPH0335762Y2 (en) | 1990-05-11 | 1990-05-11 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4854890U JPH0335762Y2 (en) | 1990-05-11 | 1990-05-11 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02141003U true JPH02141003U (en) | 1990-11-27 |
| JPH0335762Y2 JPH0335762Y2 (en) | 1991-07-30 |
Family
ID=31565454
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4854890U Expired JPH0335762Y2 (en) | 1990-05-11 | 1990-05-11 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0335762Y2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000081085A (en) * | 1998-09-04 | 2000-03-21 | Mitsubishi Heavy Ind Ltd | Structural member with hysteresis damper |
| JP2007016447A (en) * | 2005-07-06 | 2007-01-25 | Tokai Rubber Ind Ltd | Mounting structure of brace type viscoelastic damper |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101432490A (en) * | 2006-04-27 | 2009-05-13 | 杰弗里·艾伦·帕克 | Cast structural connectors |
| CN101827983B (en) * | 2007-05-15 | 2013-12-04 | 康斯坦丁·赫里斯托普洛斯 | Cast structural yielding fuse |
-
1990
- 1990-05-11 JP JP4854890U patent/JPH0335762Y2/ja not_active Expired
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000081085A (en) * | 1998-09-04 | 2000-03-21 | Mitsubishi Heavy Ind Ltd | Structural member with hysteresis damper |
| JP2007016447A (en) * | 2005-07-06 | 2007-01-25 | Tokai Rubber Ind Ltd | Mounting structure of brace type viscoelastic damper |
| JP4699115B2 (en) * | 2005-07-06 | 2011-06-08 | 東海ゴム工業株式会社 | Brace-type viscoelastic damper mounting structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0335762Y2 (en) | 1991-07-30 |
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