JPH0413763U - - Google Patents
Info
- Publication number
- JPH0413763U JPH0413763U JP5454090U JP5454090U JPH0413763U JP H0413763 U JPH0413763 U JP H0413763U JP 5454090 U JP5454090 U JP 5454090U JP 5454090 U JP5454090 U JP 5454090U JP H0413763 U JPH0413763 U JP H0413763U
- Authority
- JP
- Japan
- Prior art keywords
- view
- showing
- vibration damping
- damping
- rise building
- 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
- 238000013016 damping Methods 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000003491 array Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000003190 viscoelastic substance Substances 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
第１図ないし第１４図はこの考案の第１実施例
を示すものであつて、第１図は制振装置を有する
高層建築物の骨組構造を示す概略正面図、第２図
は制振パネルの取付状態を示す正面図、第３図は
第２図のＡ−Ａ線拡大断面図、第４図は第２図の
Ｂ−Ｂ線拡大断面図である。第５図は制振筋かい
の取付状態を示す正面図、第６図は制振筋かいの
縦断平面図、第７図は第６図のＣ−Ｃ線拡大断面
図である。第８図は耐震パネルの取付状態を示す
正面図、第９図は第８図のＤ−Ｄ線拡大断面図で
ある。第１０図は耐震筋かいの取付状態を示す正
面図、第１１図は耐震筋かいの正面図、第１２図
は第１１図のＥ−Ｅ線拡大断面図、第１３図は第
１１図のＦ−Ｆ線拡大断面図、第１４図は耐震筋
かいの端部の拡大断面図である。第１５図はこの
考案の第２実施例に係る制振装置を有する高層建
築物の骨組構造を示す概略正面図、第１６図は制
振パネルおよび耐震筋かいの配置の変形例を示す
正面図、第１７図は制振筋かいおよび耐震筋かい
の配置の変形例を示す正面図である。第１８図は
従来の揺れ防止装置を有する高層建築物の骨組構
造を示す概略斜視図である。
図において、１は骨組、２は連層制振要素列、
３は連層耐震要素列、９はパネル、１０は下部取
付金具、１１は梁、１２は支持金具、１３はボル
ト、１４および１５は鋼板、１６は粘弾性材、１
７は制振装置、１９は上部取付金具、２０はボル
ト、２１は制振パネル、２３は支持金具、２４は
ボルト、３２は外側筋かい構成材、３３は内側筋
かい構成材、３６は粘弾性材層、３７は伸縮許容
間隙、３８は制振筋かい、３９は柱、４０は支持
板、４１はボルト、４２は取付板、４３は耐震パ
ネル、４４は連結板、４５はボルト、４６は中心
軸力部材、４７は鋼管、５０は付着防止被膜、５
１はコンクリート、５２は耐震筋かい、５４は支
持金具、５５は継手板、５６はボルトである。
Figures 1 to 14 show the first embodiment of this invention, in which Figure 1 is a schematic front view showing the frame structure of a high-rise building equipped with a vibration damping device, and Figure 2 is a vibration damping panel. 3 is an enlarged sectional view taken along the line AA in FIG. 2, and FIG. 4 is an enlarged sectional view taken along the line BB in FIG. 2. FIG. 5 is a front view showing the installed state of the damping brace, FIG. 6 is a longitudinal sectional plan view of the damping brace, and FIG. 7 is an enlarged cross-sectional view taken along the line CC in FIG. 6. FIG. 8 is a front view showing the attached state of the seismic panel, and FIG. 9 is an enlarged sectional view taken along the line D-D in FIG. 8. Fig. 10 is a front view showing the installed state of seismic braces, Fig. 11 is a front view of seismic braces, Fig. 12 is an enlarged sectional view taken along the line E-E in Fig. 11, and Fig. 13 is the same as in Fig. 11. FIG. 14 is an enlarged sectional view taken along the line FF and an enlarged sectional view of the end of the seismic bracing. Fig. 15 is a schematic front view showing the frame structure of a high-rise building having a damping device according to the second embodiment of this invention, and Fig. 16 is a front view showing a modification of the arrangement of damping panels and seismic braces. , FIG. 17 is a front view showing a modification of the arrangement of damping braces and earthquake-proofing braces. FIG. 18 is a schematic perspective view showing the frame structure of a high-rise building having a conventional anti-sway device. In the figure, 1 is a frame, 2 is a series of layered damping element arrays,
3 is a continuous seismic element row, 9 is a panel, 10 is a lower mounting bracket, 11 is a beam, 12 is a support bracket, 13 is a bolt, 14 and 15 are steel plates, 16 is a viscoelastic material, 1
7 is a vibration damping device, 19 is an upper mounting bracket, 20 is a bolt, 21 is a vibration damping panel, 23 is a support metal fitting, 24 is a bolt, 32 is an outer bracing component, 33 is an inner bracing component, and 36 is a sticky material. Elastic material layer, 37 is an expansion/contraction allowable gap, 38 is a damping brace, 39 is a column, 40 is a support plate, 41 is a bolt, 42 is a mounting plate, 43 is an earthquake-resistant panel, 44 is a connecting plate, 45 is a bolt, 46 is a central axial force member, 47 is a steel pipe, 50 is an anti-adhesion coating, 5
1 is concrete, 52 is an earthquake reinforcement, 54 is a supporting metal fitting, 55 is a joint plate, and 56 is a bolt.
Claims (1)
要素列２と連層耐震要素列３とが並列に設けられ
ている制振装置を有する高層建築物の骨組構造。 A frame structure of a high-rise building having a vibration damping device in which a multi-layer vibration damping element row 2 and a multi-layer seismic resistance element row 3 are provided in parallel on a structural surface of a frame 1 of the high-rise building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5454090U JPH0413763U (en) | 1990-05-28 | 1990-05-28 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5454090U JPH0413763U (en) | 1990-05-28 | 1990-05-28 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0413763U true JPH0413763U (en) | 1992-02-04 |
Family
ID=31576692
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5454090U Pending JPH0413763U (en) | 1990-05-28 | 1990-05-28 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0413763U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10238159A (en) * | 1997-02-26 | 1998-09-08 | Taisei Corp | Vibration-damping construction and vibration-damping structure |
| JPH10292664A (en) * | 1997-04-14 | 1998-11-04 | Shimizu Corp | Multistory building |
| JPH10331477A (en) * | 1997-05-30 | 1998-12-15 | Shimizu Corp | Vibration control frame |
| JP2018131753A (en) * | 2017-02-14 | 2018-08-23 | オイレス工業株式会社 | Vibration damping device |
| JP2019031855A (en) * | 2017-08-09 | 2019-02-28 | 株式会社竹中工務店 | Vibration control structure |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61176774A (en) * | 1985-02-01 | 1986-08-08 | 株式会社フジタ | Connected span earthquake-proof wall |
-
1990
- 1990-05-28 JP JP5454090U patent/JPH0413763U/ja active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61176774A (en) * | 1985-02-01 | 1986-08-08 | 株式会社フジタ | Connected span earthquake-proof wall |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10238159A (en) * | 1997-02-26 | 1998-09-08 | Taisei Corp | Vibration-damping construction and vibration-damping structure |
| JPH10292664A (en) * | 1997-04-14 | 1998-11-04 | Shimizu Corp | Multistory building |
| JPH10331477A (en) * | 1997-05-30 | 1998-12-15 | Shimizu Corp | Vibration control frame |
| JP2018131753A (en) * | 2017-02-14 | 2018-08-23 | オイレス工業株式会社 | Vibration damping device |
| WO2018150915A1 (en) * | 2017-02-14 | 2018-08-23 | オイレス工業株式会社 | Vibration damping device |
| TWI749163B (en) * | 2017-02-14 | 2021-12-11 | 日商翁令司工業股份有限公司 | Vibration damping device |
| JP2019031855A (en) * | 2017-08-09 | 2019-02-28 | 株式会社竹中工務店 | Vibration control structure |
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