JPH0448365U - - Google Patents
Info
- Publication number
- JPH0448365U JPH0448365U JP8943090U JP8943090U JPH0448365U JP H0448365 U JPH0448365 U JP H0448365U JP 8943090 U JP8943090 U JP 8943090U JP 8943090 U JP8943090 U JP 8943090U JP H0448365 U JPH0448365 U JP H0448365U
- Authority
- JP
- Japan
- Prior art keywords
- housing
- fixed
- concrete member
- buildings
- mounting plate
- 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
- 238000013016 damping Methods 0.000 claims description 7
- 239000003190 viscoelastic substance Substances 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 2
- 239000003566 sealing material Substances 0.000 claims description 2
- 230000002093 peripheral effect Effects 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Description
第１図はこの考案の実施例に係る建築物用制振
装置埋込コンクリート部材を示す正面図、第２図
は第１図のＡ−Ａ線拡大断面図、第３図は第１図
のＢ−Ｂ線拡大断面図である。第４図ないし第８
図はこの考案の実施例において用いられる制振装
置を示すものであつて、第４図は正面図、第５図
は平面図、第６図は第４図のＣ−Ｃ線断面図、第
７図は第４図のＤ−Ｄ線断面図、第８図は第５図
のＥ−Ｅ線断面図である。第９図および第１０図
はこの考案の実施例に係る制振装置埋込コンクリ
ート部材の取付状態を示す正面図である。第１１
図は従来の制振装置埋込コンクリート壁パネルの
一部を示す正面図、第１２図は第１１図のＦ−Ｆ
線拡大断面図、第１３図は第１１図のＧ−Ｇ線拡
大断面図である。
図において、１は金属製取付板、２は粘弾性材
層、３は突起、４および５はハウジングユニツト
、６は側板、７はハウジング、８は空間、９はシ
ール材、１０は制振装置、１１は建築物用コンク
リート部材、１４はボルト、１８は鋼製連結板、
１９は制振装置埋込コンクリート部材、２０は上
部水平部材、２１はガセツトプレート、２２は下
部水平部材、２３はガセツトプレート、２４は上
部継手板、２５はボルト、２６は下部継手板、２
７はボルトである。
Fig. 1 is a front view showing a concrete member embedded in a vibration damping device for buildings according to an embodiment of this invention, Fig. 2 is an enlarged sectional view taken along the line A-A in Fig. 1, and Fig. 3 is an enlarged sectional view of Fig. 1. It is a BB line enlarged sectional view. Figures 4 to 8
The figures show a vibration damping device used in an embodiment of this invention, in which Fig. 4 is a front view, Fig. 5 is a plan view, Fig. 6 is a sectional view taken along the line C--C of Fig. 4, and Fig. 7 is a sectional view taken along the line D--D in FIG. 4, and FIG. 8 is a sectional view taken along the line E--E in FIG. 5. FIGS. 9 and 10 are front views showing the installed state of the damping device embedded concrete member according to the embodiment of this invention. 11th
The figure is a front view showing a part of a conventional vibration damping device embedded concrete wall panel, and Figure 12 is F-F of Figure 11.
13 is an enlarged sectional view taken along the line GG in FIG. 11. In the figure, 1 is a metal mounting plate, 2 is a viscoelastic material layer, 3 is a protrusion, 4 and 5 are housing units, 6 is a side plate, 7 is a housing, 8 is a space, 9 is a sealing material, and 10 is a vibration damping device , 11 is a concrete member for a building, 14 is a bolt, 18 is a steel connecting plate,
19 is a damping device embedded concrete member, 20 is an upper horizontal member, 21 is a gusset plate, 22 is a lower horizontal member, 23 is a gusset plate, 24 is an upper joint plate, 25 is a bolt, 26 is a lower joint plate, 2
7 is a bolt.
Claims (1)
固着され、外面に突起３を備えている一対のハウ
ジングユニツト４，５における側板６の内面が、
各粘弾性材層２の外面に固着され、前記各ハウジ
ングユニツト４，５における一端部および巾方向
の両側にある周縁突出部２８が相互に接合された
状態で、各ハウジングユニツト４，５がボルト１
４により締付結合されて、ハウジング７が構成さ
れ、ハウジング７とその中に収容された取付板１
の周縁との間に空間８が設けられ、前記ハウジン
グ７の開口部にシール材９が嵌合固定され、前記
取付板１と粘弾性材層２とハウジング７とシール
材９とからなる制振装置１０におけるハウジング
７が建築物用コンクリート部材１１に埋込まれて
いる建築物用制振装置埋込コンクリート部材。 The inner surfaces of the viscoelastic material layers 2 are fixed to both surfaces of the metal mounting plate 1, and the inner surfaces of the side plates 6 of the pair of housing units 4 and 5 are provided with protrusions 3 on the outer surfaces.
Each housing unit 4, 5 is fixed to the outer surface of each viscoelastic material layer 2, and each housing unit 4, 5 is bolted in a state in which peripheral protrusions 28 at one end and on both sides in the width direction of each housing unit 4, 5 are joined to each other. 1
4 to form a housing 7, and the housing 7 and the mounting plate 1 accommodated therein.
A space 8 is provided between the periphery of the housing 7 and a sealing material 9 is fitted and fixed to the opening of the housing 7. A vibration damping device embedded concrete member for buildings, in which the housing 7 of the device 10 is embedded in a concrete member 11 for buildings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8943090U JP2525988Y2 (en) | 1990-08-29 | 1990-08-29 | Concrete members embedded in vibration damping devices for buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8943090U JP2525988Y2 (en) | 1990-08-29 | 1990-08-29 | Concrete members embedded in vibration damping devices for buildings |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0448365U true JPH0448365U (en) | 1992-04-24 |
| JP2525988Y2 JP2525988Y2 (en) | 1997-02-12 |
Family
ID=31823404
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8943090U Expired - Lifetime JP2525988Y2 (en) | 1990-08-29 | 1990-08-29 | Concrete members embedded in vibration damping devices for buildings |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2525988Y2 (en) |
-
1990
- 1990-08-29 JP JP8943090U patent/JP2525988Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JP2525988Y2 (en) | 1997-02-12 |
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