JPH01118054U - - Google Patents
Info
- Publication number
- JPH01118054U JPH01118054U JP1270988U JP1270988U JPH01118054U JP H01118054 U JPH01118054 U JP H01118054U JP 1270988 U JP1270988 U JP 1270988U JP 1270988 U JP1270988 U JP 1270988U JP H01118054 U JPH01118054 U JP H01118054U
- Authority
- JP
- Japan
- Prior art keywords
- steel plate
- parts
- belt
- width
- attached
- 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 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000013016 damping Methods 0.000 claims description 3
- 239000011178 precast concrete Substances 0.000 claims description 2
- 238000010586 diagram Methods 0.000 description 5
- 238000006073 displacement reaction Methods 0.000 description 3
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Description
第１図ないし第４図はこの考案の実施例を示す
図である。第１図および第２図は第１実施例を示
すもので、第１図は第１実施例における鋼板の正
面図、第２図はこの鋼板に加えられる外力と変位
量の関係を表す図である。第３図および第４図は
第２実施例を示すもので、第３図は第２実施例に
おける鋼板の正面図、第４図はこの鋼板に加えら
れる外力と変位量との関係を表す図である。第５
図ないし第９図はこの考案の基本となる制振壁の
構造を示すもので、第５図は壁体の概略構成を示
す正面図、第６図はその側断面図、第７図はこの
壁体における鋼板が変形した状態を示す正面図、
第８図は鋼板の変形を模式的に表した図、第９図
は鋼板に加えられる外力との変位量との関係を表
す図である。
１，２……柱、３，４……梁、５……壁体、７
……プレキヤストコンクリート版（ＰＣ版）、２
０……鋼板、２１……スリツト、２２，２３……
帯状部、ｂ１，ｂ２……帯状部の幅寸法、３０…
…鋼板、３１……スリツト、３２，３３，３４…
…帯状部、ｂ３，ｂ４，ｂ５……帯状部の幅寸法
。
1 to 4 are diagrams showing embodiments of this invention. Figures 1 and 2 show the first embodiment. Figure 1 is a front view of the steel plate in the first embodiment, and Figure 2 is a diagram showing the relationship between the external force applied to the steel plate and the amount of displacement. be. 3 and 4 show the second embodiment, FIG. 3 is a front view of the steel plate in the second embodiment, and FIG. 4 is a diagram showing the relationship between the external force applied to the steel plate and the amount of displacement. It is. Fifth
Figures 9 to 9 show the structure of the vibration damping wall that is the basis of this invention. Figure 5 is a front view showing the general structure of the wall, Figure 6 is a side sectional view, and Figure 7 is this wall. A front view showing a state in which the steel plate in the wall is deformed,
FIG. 8 is a diagram schematically showing the deformation of the steel plate, and FIG. 9 is a diagram showing the relationship between the external force applied to the steel plate and the amount of displacement. 1, 2...Column, 3, 4...Beam, 5...Wall, 7
...Precast concrete version (PC version), 2
0... Steel plate, 21... Slit, 22, 23...
Band-shaped part, b 1 , b 2 ... Width dimension of the band-shaped part, 30...
...Steel plate, 31...Slit, 32, 33, 34...
...Band-shaped portion, b 3 , b 4 , b 5 ... Width dimension of the band-shaped portion.
Claims (1)
壁を構成するとともにこの構造物の振動を制御す
るための制振壁の構造であつて、平板状の鋼板と
、その鋼板の両面に相対変位可能な状態で取り付
けられてその鋼板を覆うプレキヤストコンクリー
ト版とから構成されてなる壁体を、前記鋼板の上
部および下部をそれぞれ前記梁に対して固定する
ことによつて前記柱、梁間に取り付けてなり、前
記鋼板には、上下方向に沿う互いに平行な複数の
スリツトを設けることによつて、それらスリツト
相互間および鋼板の側縁部にそれぞれ帯状部を形
成し、かつ、それら帯状部のうちの少なくとも一
部のものの幅寸法を他の帯状部の幅寸法と異なる
ものとしたことを特徴とする制振壁の構造。 This vibration damping wall structure is installed between the columns and beams of a structure to form the walls of the structure and to control the vibrations of the structure. By fixing the upper and lower parts of the steel plate to the beam, respectively, a wall consisting of a precast concrete plate that is attached so as to be relatively displaceable and covers the steel plate will be able to move between the column and the beam. The steel plate is provided with a plurality of slits parallel to each other along the vertical direction, thereby forming strips between the slits and on the side edges of the steel plate, and the strips are attached to the steel plate. A structure of a damping wall characterized in that the width of at least a part of the belt-like parts is different from the width of other belt-like parts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1270988U JPH0425500Y2 (en) | 1988-02-02 | 1988-02-02 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1270988U JPH0425500Y2 (en) | 1988-02-02 | 1988-02-02 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01118054U true JPH01118054U (en) | 1989-08-09 |
| JPH0425500Y2 JPH0425500Y2 (en) | 1992-06-18 |
Family
ID=31222395
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1270988U Expired JPH0425500Y2 (en) | 1988-02-02 | 1988-02-02 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0425500Y2 (en) |
-
1988
- 1988-02-02 JP JP1270988U patent/JPH0425500Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0425500Y2 (en) | 1992-06-18 |
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