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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