JPS60135417U - steel concrete structure - Google Patents
steel concrete structureInfo
- Publication number
- JPS60135417U JPS60135417U JP2320484U JP2320484U JPS60135417U JP S60135417 U JPS60135417 U JP S60135417U JP 2320484 U JP2320484 U JP 2320484U JP 2320484 U JP2320484 U JP 2320484U JP S60135417 U JPS60135417 U JP S60135417U
- Authority
- JP
- Japan
- Prior art keywords
- view
- concrete
- concrete structure
- steel
- steel 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)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
第１図〜第６図は従来のＳＣ構造の例で、第１図ははり
の縦断面図、第２図および第３図はコンクリートを省い
たはりの正面図、第４図は柱の横断面図、第５図および
第６図はコンクリートを省いた柱の横面図、第７図〜第
１１図は従来のＳＲＣ構造の例で、第７図ははりの縦断
面図、第８図はコンクリートを省いたはりの正面図、第
９図は柱の横断面図、第１０図はコンクリートを省いた
柱の正面図、第１１図はパネルゾーンにおける配筋用の
穴を示す正面図、第１２〜第１７図はこの考案のＳＣ構
造の実施例を示したもので、第１２図ははりの縦断面図
、第１３図および第１４図はそれぞれ異なる態様におい
てコンクリートを省いた正面図、第１５図は柱の横断面
図、第１６図および第１７図はそれぞれ異なる態様にお
いてコンクリートを省いた正面図、第１８図は従来のＳ
ＲＣ構造におけるパネルゾーンのコンクリートを省いた
正面図、第１９図は同じくこの考案におけるパネルゾー
ンの正面図、第２０図は従来のＳＲＣ構造におけるパネ
ルゾーンでせん断補強筋の配筋方法の例を示す横断面図
、第２１図は位置決め筋とせん断補強筋からなる鉄筋部
ピースの斜視図、第２２区および第２３図は圧縮実験結
果を示すグラフ、第２４図および第２５図は曲げ実験結
果を示すグラフ、第２６図および第２７図は接合部パネ
ルゾーンの実験結果を示すグラフ、第２８図はそのとき
のパネルモーメント一部材角関係を示す説明図である。
１・・・・・・鉄骨、２・・・・・・コンクリート、３
・・・・・・位置決め筋、４・・・・・・ひび割れ防止
筋、５・・・・・・ワイヤーメツシュ、６・・・・・・
主筋、７・・・・・・せん断補強筋、８・・・・・・配
筋用穴。Figures 1 to 6 are examples of conventional SC structures, with Figure 1 being a vertical cross-sectional view of a beam, Figures 2 and 3 being a front view of a beam without concrete, and Figure 4 being a cross-sectional view of a column. The top view, Figures 5 and 6 are side views of columns without concrete, Figures 7 to 11 are examples of conventional SRC structures, Figure 7 is a vertical cross-sectional view of a beam, and Figure 8 is a cross-sectional view of a column without concrete. is a front view of the beam without concrete, Figure 9 is a cross-sectional view of the column, Figure 10 is a front view of the column without concrete, Figure 11 is a front view showing holes for reinforcing in the panel zone, Figures 12 to 17 show examples of the SC structure of this invention, with Figure 12 being a longitudinal sectional view of the beam, Figures 13 and 14 being front views of different embodiments without concrete; Fig. 15 is a cross-sectional view of the column, Figs. 16 and 17 are front views of different embodiments without concrete, and Fig. 18 is a conventional S
Figure 19 is a front view of the panel zone in an RC structure with concrete omitted, Figure 19 is a front view of the panel zone in this invention, and Figure 20 is an example of how to arrange shear reinforcement in the panel zone of a conventional SRC structure. 21 is a perspective view of a reinforcing bar piece consisting of positioning bars and shear reinforcing bars, 22nd and 23rd sections are graphs showing compression test results, and 24th and 25th are bending test results. 26 and 27 are graphs showing the experimental results of the joint panel zone, and FIG. 28 is an explanatory diagram showing the relationship between panel moment and member angle at that time. 1...Steel frame, 2...Concrete, 3
...Positioning bar, 4...Crack prevention bar, 5...Wire mesh, 6...
Main reinforcement, 7... Shear reinforcing bar, 8... Hole for reinforcement.
Claims (2)
ンクリート構造において、鉄骨長手方向に所要のピッチ
でコンクリート拘束用のせん断補強筋を配筋しであるこ
とを特徴とする鉄骨コンクリート構造。(1) A steel-framed concrete structure in which the periphery of a steel frame is covered with concrete, characterized in that shear reinforcing bars for restraining the concrete are arranged at a required pitch in the longitudinal direction of the steel frame.
第１項記載の鉄骨コンクリート構造。(2) The steel-framed concrete structure according to claim 1, wherein the steel frame is made of high-tensile steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2320484U JPS60135417U (en) | 1984-02-21 | 1984-02-21 | steel concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2320484U JPS60135417U (en) | 1984-02-21 | 1984-02-21 | steel concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS60135417U true JPS60135417U (en) | 1985-09-09 |
Family
ID=30516228
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2320484U Pending JPS60135417U (en) | 1984-02-21 | 1984-02-21 | steel concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60135417U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017014706A (en) * | 2015-06-27 | 2017-01-19 | 株式会社安藤・間 | Steel frame concrete structure |
-
1984
- 1984-02-21 JP JP2320484U patent/JPS60135417U/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017014706A (en) * | 2015-06-27 | 2017-01-19 | 株式会社安藤・間 | Steel frame concrete structure |
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