JPH0225623U - - Google Patents
Info
- Publication number
- JPH0225623U JPH0225623U JP10358088U JP10358088U JPH0225623U JP H0225623 U JPH0225623 U JP H0225623U JP 10358088 U JP10358088 U JP 10358088U JP 10358088 U JP10358088 U JP 10358088U JP H0225623 U JPH0225623 U JP H0225623U
- Authority
- JP
- Japan
- Prior art keywords
- main reinforcements
- reinforcement
- intermediate main
- reinforcements
- reinforced concrete
- 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.)
- Pending
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
第1図は中間主筋が隣接する他の中間主筋に向
つて斜めに配筋されている鉄筋コンクリート柱の
配筋構造を示す横断面図、第2図は同じく縦断面
図、第3図は中間主筋が隣接する中間主筋を除い
た他の中間主筋に向つて斜めに配筋されている鉄
筋コンクリート柱の配筋構造を示す横断面図、第
4図は同じく縦断面図、第5図は中間主筋が隣接
する中間主筋を除いた他の中間主筋に向つて斜め
に配筋されている鉄筋コンクリート柱の配筋構造
の他の態様を示す横断面図である。
1:矩形断面柱、2:主筋、3:中間主筋、4
:帯筋、5:コンクリート、6:梁、7:梁主筋
、8:中間主筋。
Figure 1 is a cross-sectional view showing the reinforcement structure of a reinforced concrete column in which intermediate main reinforcements are arranged diagonally toward other intermediate main reinforcements, Figure 2 is a longitudinal sectional view of the same, and Figure 3 is an intermediate main reinforcement. is a cross-sectional view showing the reinforcement structure of a reinforced concrete column in which reinforcement is arranged diagonally toward other intermediate main reinforcements excluding the adjacent intermediate main reinforcements, Fig. 4 is a longitudinal sectional view of the same, and Fig. 5 is a cross-sectional view showing the reinforcement structure of a reinforced concrete column where FIG. 7 is a cross-sectional view showing another aspect of the reinforcement structure of a reinforced concrete column in which reinforcement is arranged diagonally toward intermediate main reinforcements other than adjacent intermediate main reinforcements. 1: Rectangular cross-section column, 2: Main reinforcement, 3: Intermediate main reinforcement, 4
: Stirrup, 5: Concrete, 6: Beam, 7: Beam main reinforcement, 8: Intermediate main reinforcement.
Claims (1)
々に複数本の中間主筋を有する鉄筋コンクリート
構造物の矩形断面柱において、前記中間主筋の全
部又はその一部の各々が隣接する他の中間主筋に
向つて斜めに配筋されていると共に、該斜め中間
主筋の内、柱芯を介して対向する斜め中間主筋同
士が平面視した際に略平行に且つ側面視した際に
X形に交差して配筋されていることを特徴とする
鉄筋コンクリート柱の配筋構造。 2 四隅に配筋された主筋の他に該各主筋間の夫
々に複数本の中間主筋を有する鉄筋コンクリート
構造物の矩形断面柱において、前記中間主筋の全
部又はその一部の各々が隣接する中間主筋を除い
た他の中間主筋に向つて斜めに配筋されていると
共に、該斜め中間主筋の内、柱芯を介して対向す
る斜め中間主筋同士が平面視した際に略平行に且
つ側面視した際にX形に交差して配筋されている
ことを特徴とする鉄筋コンクリート柱の配筋構造
。[Claims for Utility Model Registration] 1. In a rectangular cross-section column of a reinforced concrete structure that has a plurality of intermediate main reinforcements between each of the main reinforcements in addition to the main reinforcement arranged at the four corners, all or one of the intermediate main reinforcements Each of the sections is arranged diagonally toward another adjacent intermediate main reinforcement, and among the diagonal intermediate main reinforcements, the diagonal intermediate main reinforcements that face each other via the column core are substantially parallel to each other when viewed from above. A reinforced concrete column reinforcement structure characterized by reinforcement arranged in an X-shape when viewed from the side. 2 In a rectangular cross-section column of a reinforced concrete structure that has a plurality of intermediate main reinforcements between each of the main reinforcements in addition to the main reinforcement arranged at the four corners, all or part of the intermediate main reinforcements are adjacent to each other. The reinforcement is arranged diagonally toward the other intermediate main reinforcements, and among the diagonal intermediate main reinforcements, the diagonal intermediate main reinforcements that face each other via the column core are approximately parallel when viewed from above and when viewed from the side. A reinforced concrete column reinforcement structure characterized by the reinforcement being laid out in an X-shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10358088U JPH0225623U (en) | 1988-08-04 | 1988-08-04 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10358088U JPH0225623U (en) | 1988-08-04 | 1988-08-04 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0225623U true JPH0225623U (en) | 1990-02-20 |
Family
ID=31334543
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10358088U Pending JPH0225623U (en) | 1988-08-04 | 1988-08-04 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0225623U (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6375244A (en) * | 1986-09-17 | 1988-04-05 | 株式会社長谷工コーポレーション | Confined concrete pillar by x-shaped wire arrangement |
-
1988
- 1988-08-04 JP JP10358088U patent/JPH0225623U/ja active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6375244A (en) * | 1986-09-17 | 1988-04-05 | 株式会社長谷工コーポレーション | Confined concrete pillar by x-shaped wire arrangement |
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