JPS6190910U - - Google Patents
Info
- Publication number
- JPS6190910U JPS6190910U JP17493484U JP17493484U JPS6190910U JP S6190910 U JPS6190910 U JP S6190910U JP 17493484 U JP17493484 U JP 17493484U JP 17493484 U JP17493484 U JP 17493484U JP S6190910 U JPS6190910 U JP S6190910U
- Authority
- JP
- Japan
- Prior art keywords
- steel frame
- flange
- load
- bearing wall
- 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 10
- 239000010959 steel Substances 0.000 claims description 10
- 238000010586 diagram Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Description
第１図は本考案装置の立断面図、第２図はその
側面図、第３図ａはその耐力壁の部分側面図、第
３図ｂはその断面図、第４図は耐力壁の全体図、
第５図〜第７図は建物の耐力と変形量との関係を
示す特性図である。
１……鉄骨フレーム（Ｈ型鋼）、１ａ……フラ
ンジ、１ｂ……ウエブ、３……耐力壁、３ａ……
鉄筋、４……Ｔ型鋼、４ａ……ウエブ、４ｂ……
フランジ、５……鋼板、６……連結板、７……高
力ボルト、１０……デイスタンスピース、１１…
…高力ボルト、１４……後詰めコンクリート、１
５……フレキシブルボード、１６……気泡体、１
７……床板。
Fig. 1 is an elevational sectional view of the device of the present invention, Fig. 2 is a side view thereof, Fig. 3a is a partial side view of the load-bearing wall, Fig. 3b is a sectional view thereof, and Fig. 4 is the entire load-bearing wall. figure,
FIGS. 5 to 7 are characteristic diagrams showing the relationship between the proof stress and the amount of deformation of a building. 1... Steel frame (H type steel), 1a... Flange, 1b... Web, 3... Load-bearing wall, 3a...
Rebar, 4...T-shaped steel, 4a...web, 4b...
Flange, 5... Steel plate, 6... Connection plate, 7... High strength bolt, 10... Distance piece, 11...
...High-strength bolt, 14... Back-packed concrete, 1
5... Flexible board, 16... Foam, 1
7...Floorboard.
Claims (1)
それぞれＴ型鋼のウエブを埋設してそのフランジ
を外側へ向けて突設し、このＴ型鋼のフランジ外
表面が鉄骨フレームのフランジ外表面と適当な間
隔をおいて対向するように設定すると共に、Ｔ型
鋼のフランジの両側外縁部と鉄骨フレームのフラ
ンジの両側外縁部とをデイスタンスピースを介し
てボルト接合してなる建物の鉄骨フレームと耐力
壁との接合装置。 A web of T-shaped steel is buried at the joint position of the outer edge of the load-bearing wall with the steel frame, and its flange is protruded outward, so that the outer surface of the flange of the T-shaped steel is aligned with the outer surface of the steel frame flange. The steel frame and load-bearing wall of a building are constructed by bolting the outer edges of the flanges of the T-beam and the outer edges of the flanges of the steel frame through distance pieces. joining equipment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1984174934U JPH0332165Y2 (en) | 1984-11-20 | 1984-11-20 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1984174934U JPH0332165Y2 (en) | 1984-11-20 | 1984-11-20 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6190910U true JPS6190910U (en) | 1986-06-13 |
| JPH0332165Y2 JPH0332165Y2 (en) | 1991-07-09 |
Family
ID=30732540
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1984174934U Expired JPH0332165Y2 (en) | 1984-11-20 | 1984-11-20 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0332165Y2 (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS504836A (en) * | 1973-05-17 | 1975-01-18 | ||
| JPS5351708U (en) * | 1976-10-06 | 1978-05-02 |
-
1984
- 1984-11-20 JP JP1984174934U patent/JPH0332165Y2/ja not_active Expired
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS504836A (en) * | 1973-05-17 | 1975-01-18 | ||
| JPS5351708U (en) * | 1976-10-06 | 1978-05-02 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0332165Y2 (en) | 1991-07-09 |
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