JPS5878348U - Earthquake-resistant structure of buildings - Google Patents
Earthquake-resistant structure of buildingsInfo
- Publication number
- JPS5878348U JPS5878348U JP17195981U JP17195981U JPS5878348U JP S5878348 U JPS5878348 U JP S5878348U JP 17195981 U JP17195981 U JP 17195981U JP 17195981 U JP17195981 U JP 17195981U JP S5878348 U JPS5878348 U JP S5878348U
- Authority
- JP
- Japan
- Prior art keywords
- earthquake
- resistant structure
- buildings
- chevron
- parallel
- 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
- Load-Bearing And Curtain Walls (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図乃至第3図はそれぞれ従来の建物の耐震構造の一
例を示す正面図、第4図は本考案実施例の正面図、第5
図はその作用説明図、第6図乃至第8図は本考案の別の
実施例の正面図、A−A断面図及び要部の平面図である
。
1、la:柱、2. 2a:梁、5a:接合部材、6:
山形架構、7:水平部、8. 8a:斜材、9:支持部
。
補正 昭56.12−22
実用新案登録請求の範囲を次のように補正する。
O実用新案登録請求の範囲
梁に平行な水平部を有する山形架構を柱と梁で囲まれた
面内または核部と平行に配置し、該面内の水平方向に対
して弱軸を有する型鋼材からなる接合部材を介して前記
山形架構の水平部と梁とをボルト結合してなる建物の耐
震構造。Figures 1 to 3 are front views showing an example of the earthquake-resistant structure of a conventional building, Figure 4 is a front view of an embodiment of the present invention, and Figure 5 is a front view of an example of the earthquake-resistant structure of a conventional building.
The figure is an explanatory view of its operation, and FIGS. 6 to 8 are a front view, an AA sectional view, and a plan view of essential parts of another embodiment of the present invention. 1, la: pillar, 2. 2a: beam, 5a: joining member, 6:
Yamagata frame, 7: Horizontal part, 8. 8a: Diagonal member, 9: Support part. Amendment December 22, 1980 The scope of claims for utility model registration is amended as follows. O Utility Model Registration Claims A type in which a chevron-shaped frame having a horizontal part parallel to the beam is arranged in a plane surrounded by columns and beams or parallel to the core part, and has a weak axis with respect to the horizontal direction in the plane An earthquake-resistant structure for a building in which the horizontal part of the chevron-shaped frame and the beam are bolted together via a joint member made of steel.
Claims (1)
面内又は核部と平行に配置し、水平方向に対して弱軸を
有する型鋼材からなる接合部材を介して前記山形架構の
水平部と粱とをボルト結合してなる建物の耐震構造。A chevron-shaped frame having a horizontal part parallel to the pole is arranged in a plane surrounded by columns and beams or parallel to the core part, and the chevron-shaped frame is connected through a joining member made of a shaped steel material having a weak axis in the horizontal direction. The earthquake-resistant structure of a building is made by bolting together the horizontal part of the roof and the roof.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17195981U JPS5878348U (en) | 1981-11-20 | 1981-11-20 | Earthquake-resistant structure of buildings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17195981U JPS5878348U (en) | 1981-11-20 | 1981-11-20 | Earthquake-resistant structure of buildings |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5878348U true JPS5878348U (en) | 1983-05-27 |
Family
ID=29963870
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP17195981U Pending JPS5878348U (en) | 1981-11-20 | 1981-11-20 | Earthquake-resistant structure of buildings |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5878348U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103397718A (en) * | 2013-07-23 | 2013-11-20 | 广州大学 | Buckling-restrained stiffened steel plate shear wall |
CN105735526A (en) * | 2016-04-29 | 2016-07-06 | 中国地震局工程力学研究所 | Fabricated double-layer steel plate swinging wall with ductility energy consumption connecting pieces |
JP2017057660A (en) * | 2015-09-17 | 2017-03-23 | 株式会社エム・テック | Earthquake-resistant and seismic-control structure |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5122738A (en) * | 1974-08-20 | 1976-02-23 | Nitsutore Kk | |
JPS5249903A (en) * | 1975-10-14 | 1977-04-21 | Gardner Denver Co | Water pressure rock drilling device |
-
1981
- 1981-11-20 JP JP17195981U patent/JPS5878348U/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5122738A (en) * | 1974-08-20 | 1976-02-23 | Nitsutore Kk | |
JPS5249903A (en) * | 1975-10-14 | 1977-04-21 | Gardner Denver Co | Water pressure rock drilling device |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103397718A (en) * | 2013-07-23 | 2013-11-20 | 广州大学 | Buckling-restrained stiffened steel plate shear wall |
JP2017057660A (en) * | 2015-09-17 | 2017-03-23 | 株式会社エム・テック | Earthquake-resistant and seismic-control structure |
CN105735526A (en) * | 2016-04-29 | 2016-07-06 | 中国地震局工程力学研究所 | Fabricated double-layer steel plate swinging wall with ductility energy consumption connecting pieces |
CN105735526B (en) * | 2016-04-29 | 2018-05-01 | 中国地震局工程力学研究所 | Mountable double-deck steel plate with ductility energy consumption connector waves wall |
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