JPH03125105U - - Google Patents
Info
- Publication number
- JPH03125105U JPH03125105U JP3521990U JP3521990U JPH03125105U JP H03125105 U JPH03125105 U JP H03125105U JP 3521990 U JP3521990 U JP 3521990U JP 3521990 U JP3521990 U JP 3521990U JP H03125105 U JPH03125105 U JP H03125105U
- Authority
- JP
- Japan
- Prior art keywords
- column
- stiffener
- intersection
- joint structure
- steel
- 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 5
- 239000010959 steel Substances 0.000 claims description 5
- 239000003351 stiffener Substances 0.000 claims description 3
- 239000004567 concrete Substances 0.000 claims description 2
- 239000011150 reinforced concrete Substances 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 claims description 2
Description
第１図は本考案に係る鉄筋コンクリート柱と鉄
骨梁との接合部構造の実施例を示す一部切欠横断
面図、第２図は同じく縦断面図、第３図及び第４
図は各々本考案の他の実施例を示す横断面図であ
る。
１……柱、２……柱主筋、３……コンクリート
、４……鉄骨梁、５……交差部、６……ウエブ、
７……フランジ、８……帯筋、９……スチフナー
、Ａ，Ｂ，Ｃ，Ｄ……ゾーン。
Fig. 1 is a partially cutaway cross-sectional view showing an embodiment of the joint structure between a reinforced concrete column and a steel beam according to the present invention, Fig. 2 is a longitudinal sectional view, and Figs.
The figures are cross-sectional views showing other embodiments of the present invention. 1... Column, 2... Column main reinforcement, 3... Concrete, 4... Steel beam, 5... Intersection, 6... Web,
7...Flange, 8...Stirrup, 9...Stiffener, A, B, C, D...Zone.
Claims (1)
せた鉄骨梁の交差部を配設した柱梁接合部構造に
おいて、前記梁端部にスチフナーが、前記柱のコ
ンクリート表面に対し略々面一状態に埋設するよ
うに取付けてあり、且つ柱主筋が、前記交差部の
鉄骨梁ウエブによつて分断された梁接合部の各ゾ
ーン毎に帯筋により拘束してあることを特徴とす
る鉄筋コンクリート柱と鉄骨梁との接合部構造。 In a column-beam joint structure in which an intersection of steel beams that are integrated in an intersecting state is arranged at the column head, which is a beam joint, a stiffener is provided at the end of the beam, and the stiffener is approximately flush with the concrete surface of the column. Reinforced concrete is installed so as to be buried in one state, and the main column reinforcement is restrained by tie bars in each zone of the beam joint section divided by the steel beam web at the intersection. Joint structure between columns and steel beams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3521990U JPH0738485Y2 (en) | 1990-03-30 | 1990-03-30 | Joint structure between reinforced concrete column and steel beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3521990U JPH0738485Y2 (en) | 1990-03-30 | 1990-03-30 | Joint structure between reinforced concrete column and steel beam |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03125105U true JPH03125105U (en) | 1991-12-18 |
| JPH0738485Y2 JPH0738485Y2 (en) | 1995-09-06 |
Family
ID=31540388
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3521990U Expired - Lifetime JPH0738485Y2 (en) | 1990-03-30 | 1990-03-30 | Joint structure between reinforced concrete column and steel beam |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0738485Y2 (en) |
-
1990
- 1990-03-30 JP JP3521990U patent/JPH0738485Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0738485Y2 (en) | 1995-09-06 |
Similar Documents
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EXPY | Cancellation because of completion of term |