JPS62648U - - Google Patents
Info
- Publication number
- JPS62648U JPS62648U JP2340885U JP2340885U JPS62648U JP S62648 U JPS62648 U JP S62648U JP 2340885 U JP2340885 U JP 2340885U JP 2340885 U JP2340885 U JP 2340885U JP S62648 U JPS62648 U JP S62648U
- Authority
- JP
- Japan
- Prior art keywords
- seismic isolation
- isolation device
- building structure
- rod
- view
- 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
- 238000002955 isolation Methods 0.000 claims description 15
- 230000005489 elastic deformation Effects 0.000 claims description 4
- 238000010586 diagram Methods 0.000 description 7
- 230000002265 prevention Effects 0.000 description 3
Landscapes
- Foundations (AREA)
- Vibration Prevention Devices (AREA)
Description
第1図は本考案の免震装置の一実施例を示す全
体構成図、第2図A,Bは第1図の要部拡大図、
同図Cは棒状ダンパーの挙動を示す説明図、第3
図は同ダンパーの履歴曲線、第4図は免震装置の
全体の履歴曲線である。第5図はこの考案の他の
実施例を示す要部断面図である。
10……建築構造物、12……基礎、14……
弾性体、16……棒状ダンパー。
Figure 1 is an overall configuration diagram showing one embodiment of the seismic isolation device of the present invention, Figures 2A and B are enlarged views of the main parts of Figure 1,
Figure C is an explanatory diagram showing the behavior of the rod-shaped damper;
The figure shows the history curve of the same damper, and Figure 4 shows the history curve of the entire seismic isolation device. FIG. 5 is a sectional view of a main part showing another embodiment of this invention. 10... Building structure, 12... Foundation, 14...
Elastic body, 16... rod-shaped damper.
補正 昭60.5.13
図面の簡単な説明を次のように補正する。
明細書の第10頁第9行目の「図である。」の
後に「第6図は回転防止手段の一例を示しており
、同図Aは概略側面図、同図Bは平面図である。
」の文言を挿入する。
補正 昭60.8.12
考案の名称を次のように補正する。
考案の名称 免震装置
実用新案登録請求の範囲、図面の簡単な説明を
次のように補正する。Amendment May 13, 1980 The brief description of the drawing is amended as follows. In the 9th line of page 10 of the specification, after ``It is a diagram.'' ``Figure 6 shows an example of a rotation prevention means, and Figure A is a schematic side view and Figure B is a plan view.'' .
” is inserted. Amendment August 12, 1980 The name of the invention is amended as follows. Title of the invention: Seismic isolation device The scope of the claims for utility model registration and the brief description of the drawings are amended as follows.
【実用新案登録請求の範囲】
(1) 建築構造物と基礎との間に介装される免震
装置において、該建築構造物の鉛直荷重を支持し
水平荷重に対して弾性変形を有する弾性体と、該
基礎と該建築構造物の両端部の複数個所を回動可
能に挾持され水平荷重に対して所定の弾性変形を
経て塑性変形をする棒状ダンパーとからなること
を特徴とする免震装置。
(2) 上記棒状ダンバーの挾持部分に球面軸受を
介在させたことを特徴とする実用新案登録請求の
範囲第1項記載の免震装置。[Scope of claim for utility model registration] (1) In a seismic isolation device interposed between a building structure and a foundation , an elastic body that supports the vertical load of the building structure and has elastic deformation in response to horizontal loads. and a rod-shaped damper that is rotatably sandwiched between the foundation and the building structure at a plurality of locations at both ends thereof and undergoes a predetermined elastic deformation and plastic deformation in response to a horizontal load. . (2) The seismic isolation device according to claim 1, which is a utility model registration, characterized in that a spherical bearing is interposed in the clamping portion of the rod-shaped damper.
【図面の簡単な説明】
第1図は本考案の免震装置の一実施例を示す全
体構成図、第2図A,Bは第1図の要部拡大図、
同図Cは棒状ダンパーの挙動を示す説明図、第3
図は同ダンパーの履歴曲線、第4図は免震装置の
全体の履歴曲線である。第5図はこの考案の他の
実施例を示す要部断面図である。第6図は回転防
止手段の一例を示しており、同図Aは概略側面図
、同図Bは平面図である。
10……建築構造物、12……基礎、14……
弾性体、16……棒状ダンパー。
補正 昭61.5.21
図面の簡単な説明を次のように補正する。
昭和60年8月12日付提出の補正明細書の第
11頁第11行目から同頁第12行目までの「平
面図である。」とある後に、「第7図から第9図
はさらに別の実施例を示しており、第7図はその
全体側面図、第8図はその平面図、第9図はその
要部側面図である。」の文言を挿入する。
補正 昭61.7.7
考案の名称を次のように補正する。
考案の名称 免震装置
実用新案登録請求の範囲、図面の簡単な説明を
次のように補正する。[Brief Description of the Drawings] Figure 1 is an overall configuration diagram showing one embodiment of the seismic isolation device of the present invention, Figures 2A and B are enlarged views of the main parts of Figure 1,
Figure C is an explanatory diagram showing the behavior of the rod-shaped damper;
The figure shows the history curve of the same damper, and Figure 4 shows the history curve of the entire seismic isolation device. FIG. 5 is a sectional view of a main part showing another embodiment of this invention. FIG. 6 shows an example of the rotation prevention means, with FIG. 6A being a schematic side view and FIG. 6B being a plan view. 10... Building structure, 12... Foundation, 14...
Elastic body, 16... rod-shaped damper. Amendment May 21, 1980 The brief description of the drawing is amended as follows. From page 11, line 11 to line 12 of the amended specification submitted on August 12, 1985, after the phrase ``This is a plan view,'' there is a section that says, ``Figures 7 to 9 are further 7 is an overall side view thereof, FIG. 8 is a plan view thereof, and FIG. 9 is a side view of a main part thereof." Amendment July 7, 1986 The name of the invention is amended as follows. Title of the invention: Seismic isolation device The scope of the claims for utility model registration and the brief description of the drawings are amended as follows.
【実用新案登録請求の範囲】
(1) 建築構造物と基礎との間に介装される免震
装置において、該建築構造物の鉛直荷重を支持し
水平荷重に対して弾性変形をする弾性体と、該基
礎と該建築構造物に両端部の複数個所を回動可能
に挾持され水平荷重に対して所定の弾性変形を経
て塑性変形をする棒状ダンパーとからなることを
特徴とする免震装置。
(2) 上記棒状ダンパーの挾持部分に球面軸受を
介在させたことを特徴とする実用新案登録請求の
範囲第1項記載の免震装置。[Scope of claim for utility model registration] (1) In a seismic isolation device interposed between a building structure and a foundation, an elastic body that supports the vertical load of the building structure and deforms elastically in response to horizontal loads. and a rod-shaped damper that is rotatably clamped at a plurality of locations on both ends of the foundation and the building structure and deforms plastically through a predetermined elastic deformation in response to a horizontal load. . (2) The seismic isolation device according to claim 1 of the utility model registration claim, characterized in that a spherical bearing is interposed in the clamping portion of the rod-shaped damper.
【図面の簡単な説明】
第1図は本考案の免震装置の一実施例を示す全
体構成図、第2図A,Bは第1図の要部拡大図、
同図Cは棒状ダンパーの挙動を示す説明図、第3
図は同ダンパーの履歴曲線、第4図は免震装置の
全体の履歴曲線である。第5図はこの考案の他の
実施例を示す要部断面図である。第6図は回転防
止手段の一例を示しており、同図Aは概略側面図
、同図Bは平面図である。第7図から第9図はさ
らに別の実施例を示しており、第7図はその全体
側面図、第8図はその平面図、第9図はその要部
断面図である。
10……建築構造物、12……基礎、14……
弾性体、16……棒状ダンパー。[Brief Description of the Drawings] Figure 1 is an overall configuration diagram showing one embodiment of the seismic isolation device of the present invention, Figures 2A and B are enlarged views of the main parts of Figure 1,
Figure C is an explanatory diagram showing the behavior of the rod-shaped damper;
The figure shows the history curve of the same damper, and Figure 4 shows the history curve of the entire seismic isolation device. FIG. 5 is a sectional view of a main part showing another embodiment of this invention. FIG. 6 shows an example of the rotation prevention means, with FIG. 6A being a schematic side view and FIG. 6B being a plan view. 7 to 9 show still another embodiment, in which FIG. 7 is an overall side view, FIG. 8 is a plan view, and FIG. 9 is a sectional view of a main part thereof. 10... Building structure, 12... Foundation, 14...
Elastic body, 16... rod-shaped damper.
Claims (1)
おいて、該建築構造物の鉛直荷重を支持し水平荷
重に対して弾性変形をする弾性体と、該基礎と該
建築構造物に両端部の複数個所を回動可能に挾持
され水平荷重に対して所定の弾性変形を経て塑性
変形をする棒状ダンパーとからなることを特徴と
する免震装置。 (2) 上記棒状ダンパーの挾持部分に球面軸受を
介在させたことを特徴とする実用新案登録請求の
範囲第1項記載の免震装置。[Scope of claim for utility model registration] (1) In a seismic isolation device interposed between a building structure, an elastic body that supports the vertical load of the building structure and deforms elastically in response to the horizontal load; A seismic isolation device comprising a rod-shaped damper that is rotatably supported by the foundation and the building structure at a plurality of positions at both ends thereof and undergoes plastic deformation through a predetermined elastic deformation in response to a horizontal load. (2) The seismic isolation device according to claim 1 of the utility model registration claim, characterized in that a spherical bearing is interposed in the clamping portion of the rod-shaped damper.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2340885U JPH033723Y2 (en) | 1985-02-22 | 1985-02-22 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2340885U JPH033723Y2 (en) | 1985-02-22 | 1985-02-22 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS62648U true JPS62648U (en) | 1987-01-06 |
JPH033723Y2 JPH033723Y2 (en) | 1991-01-30 |
Family
ID=30516613
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2340885U Expired JPH033723Y2 (en) | 1985-02-22 | 1985-02-22 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH033723Y2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6396163U (en) * | 1986-12-15 | 1988-06-21 | ||
JPS6424970A (en) * | 1987-07-21 | 1989-01-26 | Shimizu Construction Co Ltd | Earthquakeproof building structure |
JPH01268934A (en) * | 1988-04-20 | 1989-10-26 | Kajima Corp | Damper |
JP2010084910A (en) * | 2008-10-01 | 2010-04-15 | Eisaku Hino | Rolling base isolation support device, and base isolation structure system having the base isolation support device |
-
1985
- 1985-02-22 JP JP2340885U patent/JPH033723Y2/ja not_active Expired
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6396163U (en) * | 1986-12-15 | 1988-06-21 | ||
JPS6424970A (en) * | 1987-07-21 | 1989-01-26 | Shimizu Construction Co Ltd | Earthquakeproof building structure |
JPH01268934A (en) * | 1988-04-20 | 1989-10-26 | Kajima Corp | Damper |
JP2010084910A (en) * | 2008-10-01 | 2010-04-15 | Eisaku Hino | Rolling base isolation support device, and base isolation structure system having the base isolation support device |
Also Published As
Publication number | Publication date |
---|---|
JPH033723Y2 (en) | 1991-01-30 |
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