JPS61194019U - - Google Patents
Info
- Publication number
- JPS61194019U JPS61194019U JP7780185U JP7780185U JPS61194019U JP S61194019 U JPS61194019 U JP S61194019U JP 7780185 U JP7780185 U JP 7780185U JP 7780185 U JP7780185 U JP 7780185U JP S61194019 U JPS61194019 U JP S61194019U
- Authority
- JP
- Japan
- Prior art keywords
- column
- concrete
- reinforcement
- reinforcements
- main
- 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
- 230000002787 reinforcement Effects 0.000 claims description 11
- 239000004567 concrete Substances 0.000 claims 3
- 238000010276 construction Methods 0.000 claims 1
- 239000011150 reinforced concrete Substances 0.000 claims 1
- 238000003466 welding Methods 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
第1図ないし第4図はこの考案の一実施例を示
すものであつて、第1図はこの考案の配筋構造を
有するプレキヤストコンクリートの柱梁ユニツト
の一部を示す縦断側面図、第2図はその横断平面
図、第3図は添え筋付き通し主筋の拡大断面図、
第4図は前記柱梁ユニツトの全体を示す斜視図で
ある。第5図は前記実施例の配筋構造を有する下
位の柱梁ユニツトと上位の柱梁ユニツトの柱との
接合部を示す縦断側面図である。
図において、1は柱、2は梁、3は通し主筋、
4は添え筋、5は添え筋付き通し主筋、6は柱梁
ユニツト、7は柱主筋、8は鋼製接続スリーブ、
9はフープ筋である。
Figures 1 to 4 show one embodiment of this invention, in which Figure 1 is a longitudinal sectional side view showing a part of a precast concrete column and beam unit having the reinforcement structure of this invention; Figure 2 is a cross-sectional plan view of the same, Figure 3 is an enlarged cross-sectional view of the main reinforcement with support reinforcement,
FIG. 4 is a perspective view showing the entire column-beam unit. FIG. 5 is a longitudinal sectional side view showing a joint between a lower column-beam unit and a column of an upper column-beam unit having the reinforcement structure of the embodiment described above. In the figure, 1 is a column, 2 is a beam, 3 is a through main reinforcement,
4 is a splint reinforcement, 5 is a main through-bar with a splice reinforcement, 6 is a column-beam unit, 7 is a main column reinforcement, 8 is a steel connection sleeve,
9 is a hoop muscle.
Claims (1)
されるコンクリート造の梁2とにわたつて延長す
るように埋設される多数の通し主筋3に、柱梁接
合部において通し主筋3に沿つて延長する添え筋
4が溶接により結合されていることを特徴とする
鉄筋コンクリート造の柱梁接合部における配筋構
造。 A large number of through main reinforcements 3 are buried so as to extend across the concrete pillar 1 and the concrete beams 2 which are integrally connected on both sides of the concrete pillar 1. A reinforcement structure in a column-beam joint of reinforced concrete construction, characterized in that splice reinforcements 4 are connected by welding.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7780185U JPH0423138Y2 (en) | 1985-05-27 | 1985-05-27 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7780185U JPH0423138Y2 (en) | 1985-05-27 | 1985-05-27 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61194019U true JPS61194019U (en) | 1986-12-03 |
JPH0423138Y2 JPH0423138Y2 (en) | 1992-05-28 |
Family
ID=30621202
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7780185U Expired JPH0423138Y2 (en) | 1985-05-27 | 1985-05-27 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0423138Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01142716U (en) * | 1988-03-24 | 1989-09-29 |
-
1985
- 1985-05-27 JP JP7780185U patent/JPH0423138Y2/ja not_active Expired
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01142716U (en) * | 1988-03-24 | 1989-09-29 |
Also Published As
Publication number | Publication date |
---|---|
JPH0423138Y2 (en) | 1992-05-28 |