JPS622037A - Device for absorbing vibration energy - Google Patents
Device for absorbing vibration energyInfo
- Publication number
- JPS622037A JPS622037A JP13893485A JP13893485A JPS622037A JP S622037 A JPS622037 A JP S622037A JP 13893485 A JP13893485 A JP 13893485A JP 13893485 A JP13893485 A JP 13893485A JP S622037 A JPS622037 A JP S622037A
- Authority
- JP
- Japan
- Prior art keywords
- plastic material
- elastic plastic
- vibration
- members
- vibration energy
- 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
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F7/00—Vibration-dampers; Shock-absorbers
- F16F7/12—Vibration-dampers; Shock-absorbers using plastic deformation of members
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
【発明の詳細な説明】
〔発明の技術分野〕
本発明は構造物の防振あるいは免震にかかわり、構造物
の振動時あるいは地震時の振動応答を減少するために材
料の脂性特性を利用した摂動エネルギ吸収装置に関する
。[Detailed Description of the Invention] [Technical Field of the Invention] The present invention relates to vibration isolation or seismic isolation of structures, and utilizes the oily properties of materials to reduce the vibration response of structures during vibrations or earthquakes. The present invention relates to a perturbation energy absorption device.
地震などによって構造物が破壊されるのを防止するため
に、従来より各種の振動エネルギ吸収装置が考えられて
いた。これらの振動エネルギ吸収装置は大別すると、流
体あるいは粘弾性体の粘性を利用した粘性ダンパ、材料
同じの摩擦を利用した摩擦ダンパ及び材料の型性変形を
利用した型性ダンパなどがある。In order to prevent structures from being destroyed by earthquakes, various vibration energy absorbing devices have been considered. These vibration energy absorbing devices can be broadly classified into viscous dampers that utilize the viscosity of a fluid or viscoelastic body, friction dampers that utilize the friction of the same material, and moldable dampers that utilize the shape deformation of a material.
これらのダンパにおいて、層性ダンパは金属材料の塑性
変形を利用したものが多く、他のダンパに比べ構造的に
簡素化されつるためコストは小さくなると考えられてい
る。層性ダンパに使用される金属材料としては、鉄材、
鉛あるいは鉛系合金などが用いられているが、特に鉛系
の材料は耳型性に勝れており、大変位を伴なう振動にお
いても十分な追随性を有しており、有力な塑性ダンパ部
材である。Among these dampers, many layered dampers utilize plastic deformation of metal materials, and are thought to be structurally simpler and more durable than other dampers, resulting in lower costs. Metal materials used for layered dampers include iron,
Lead or lead-based alloys are used, but lead-based materials in particular have excellent ear shape properties, have sufficient followability even in vibrations that involve large displacements, and have a strong plasticity. It is a damper member.
塑性ダンパにおいて鉛系の材料のせん断変形による外型
性特性を利用したものの基本構造は第3図(a)に示す
様な部材間に固定した各固定板に接合連結したものなど
がある。The basic structure of a plastic damper that utilizes the external shape characteristics of a lead-based material due to shear deformation is as shown in FIG. 3(a), in which the damper is joined and connected to each fixed plate fixed between members.
これらの層性ダンパは地震などにより構造物が振動し構
造物のある部材間に相対変位が生じると、部材間に取り
付けられた塑性ダンパが強性変位を受けることになる。In these layered dampers, when a structure vibrates due to an earthquake or the like and relative displacement occurs between certain members of the structure, the plastic damper attached between the members undergoes strong displacement.
この時、弾■性材料が塑性変形をすると、その塑性変形
に必要な仕事量に等しいエネルギ損失が生じるため、結
果みして、部材間の振動エネルギを吸収し、構造物全体
の振動応答を減少させる。At this time, when the elastic material undergoes plastic deformation, an energy loss equal to the amount of work required for the plastic deformation occurs, so as a result, it absorbs the vibration energy between the members and reduces the vibration response of the entire structure. reduce
しかし、第3図および第4図に示したものにあっては、
部材15.16の図中横方向の相対変位によって弾塑性
部材19が繰り返し横方向の変形を受けると、固定板1
7.18と弾塑性部材19との間の局部的拘束に伴う固
定板17.18に近い部分と中央部分との間の曲げ力、
引張り力の相違により、弾塑性部材19は比較的短時間
に第5図に示すように固定板17.18に近い部分Xが
くびれ、中央部分Yが膨出した形状となる。このため、
塑性変形に要する抵抗力が次第に小さくなり、エネルギ
吸収能力が減少する。そして、最終的にはくびれ部分で
外層性部材19が破断して、エネルギ吸収装置としての
機能を喪失する問題があった。この様な場合にはエネル
ギ吸収装置は機能を失い、構造物の振動応答は再び増加
し、ひいては構造物の破損につながり構造物の振動時の
安全性に問題が生じる。However, in the case shown in Figures 3 and 4,
When the elastic-plastic member 19 is repeatedly deformed in the lateral direction due to the relative displacement of the members 15 and 16 in the lateral direction in the figure, the fixed plate 1
7.Bending force between the part near the fixed plate 17.18 and the central part due to local restraint between 18 and the elastic-plastic member 19,
Due to the difference in the tensile forces, the elastic-plastic member 19 assumes a shape in which the portion X near the fixing plate 17, 18 is constricted and the central portion Y is bulged, as shown in FIG. 5, in a relatively short period of time. For this reason,
The resistance force required for plastic deformation becomes smaller and the energy absorption capacity decreases. Then, there is a problem in that the outer layer member 19 eventually breaks at the constricted portion and loses its function as an energy absorbing device. In such a case, the energy absorbing device loses its function, and the vibration response of the structure increases again, leading to damage to the structure and creating problems in the safety of the structure during vibration.
本発明は、このような事情に鑑みてなされたもので、弾
塑性材料のねじり変形を利用することにより従来型層性
ダンパの欠点を取り除き、より長時間安定した機能を持
続することができる振動吸収エネルギ装置を提供するこ
とにある。The present invention was made in view of these circumstances, and eliminates the drawbacks of conventional layered dampers by utilizing torsional deformation of elastoplastic materials, and provides vibration dampers that can maintain stable function for a longer period of time. An object of the present invention is to provide an absorbing energy device.
本発明によれば、中心部に孔を有する弾塑性材が両端面
を中心部に孔を有する2枚の固定板に密着され孔部はピ
ンで結合されており、前記の2枚の固定板には先端近傍
に孔部又は凸部を有するアームが設置された構造となっ
ており、これらは振動する2つの部材に別途設置した凸
部あるいは凹部に前記のアーム先端近傍の孔部又は凸部
をはめ込むことによりピン結合されて設置されている。According to the present invention, an elastoplastic material having a hole in the center is closely attached on both end surfaces to two fixing plates having a hole in the center, and the holes are connected with pins, and the two fixing plates has a structure in which an arm having a hole or a convex part near the tip is installed, and these have a hole or a convex part near the tip of the arm in a convex or concave part separately installed on two vibrating members. They are connected by pins and installed by fitting them.
上記構成によると、地震時に構造物が振動し、相対変位
が生じる構造部材間に取りつけた本発明のエネルギ吸収
装置は、部材間の相対変位置に応じて繰り返し塑性ねじ
り変形を受ける。弾塑性材の繰り返し変形がねじり変形
であるため、従来型のせん断変形を利用した構造の欠点
である弾塑性材のくびれ現象が発生しないため、従来構
造に比較して長時間安定した機能を持続できる。According to the above configuration, the energy absorbing device of the present invention, which is attached between structural members that cause relative displacement when the structure vibrates during an earthquake, undergoes repeated plastic torsional deformation in accordance with the relative displacement between the members. Since the repeated deformation of the elasto-plastic material is torsional deformation, the constriction phenomenon of the elasto-plastic material, which is a drawback of conventional structures that utilize shear deformation, does not occur, so it maintains stable function for a longer period of time compared to conventional structures. can.
以下、本発明の詳細な説明する。 The present invention will be explained in detail below.
第1図伸)は本発明における一実施例の断面図、第1図
(b)は平面図である。中心部に孔を有する弾1性材5
が中心部に孔を有する固定板3と固定板4の間に密着さ
れ、孔部にはピン6が差し込まれ。FIG. 1(b) is a sectional view of one embodiment of the present invention, and FIG. 1(b) is a plan view. Elastic material 5 with a hole in the center
is closely attached between fixing plates 3 and 4 having a hole in the center, and a pin 6 is inserted into the hole.
ており、また、2枚の固定板にはそれぞれ先端近傍に孔
を有するアーム7.8が設置された構造となっている。Furthermore, each of the two fixing plates has a structure in which an arm 7.8 having a hole near its tip is installed.
一方振動する構造部材1および構造部材2には凸部9お
よび凸部10が設けられており、本エネルギー吸収装置
はアーム先端の孔部をこれらの凸部にはめ込むことによ
り構造部材間に設置される。On the other hand, the vibrating structural members 1 and 2 are provided with a convex portion 9 and a convex portion 10, and the energy absorbing device is installed between the structural members by fitting the hole at the tip of the arm into these convex portions. Ru.
なお、第1図(b)には、アーム7とアーム8の開き角
度が約45度の例を示しである。開き角度が0度又は1
80度の時は構造部材の相対変位により装置全体に引張
荷重が作用する恐れが有り、又開き角度が大きい程許容
相対変位が小さくなるため、一般的な最適量゛き角度は
90〜45度程度の範囲である。しかしこの範囲外の開
き角度でも使用できるため開き角度については特に限定
はされない。また、弾塑性材としては鉛や鉛系合金が優
れているが他の材料でも良い。Note that FIG. 1(b) shows an example in which the opening angle of the arms 7 and 8 is about 45 degrees. Opening angle is 0 degrees or 1
When the opening angle is 80 degrees, there is a risk that a tensile load will be applied to the entire device due to the relative displacement of the structural members, and the larger the opening angle, the smaller the allowable relative displacement, so the general optimum angle is 90 to 45 degrees. There is a range of degrees. However, the opening angle is not particularly limited because it can be used at opening angles outside this range. Furthermore, lead and lead-based alloys are excellent as elastic-plastic materials, but other materials may also be used.
このような本発明における振動エネルギ吸収装置におい
ては、振動により構造部材1,2間に相対変位が生じる
場合に、弾塑性部材5にくり返し塑性ねじり変形が生じ
るため長時間安定して振動エネルギを吸収することがで
きる。In such a vibration energy absorbing device according to the present invention, when a relative displacement occurs between the structural members 1 and 2 due to vibration, repeated plastic torsional deformation occurs in the elastic-plastic member 5, so that vibration energy can be stably absorbed for a long time. can do.
構造部材に設置する方法として、第2図に示すように、
アーム7.8の先端近傍に凸部11 、12を設け、一
方構造部材1,2に凹部13,14を設け、これらの凸
部と凹部を利用したピン結合により本装置を構造部材間
に設置してもよい。As shown in Figure 2, as a method of installing it on a structural member,
Convex portions 11 and 12 are provided near the tip of the arm 7.8, while concave portions 13 and 14 are provided in the structural members 1 and 2, and this device is installed between the structural members by pin connection using these convex portions and concave portions. You may.
第1図及び第2図は本発明の振動エネルギ吸収装置を示
す図、第3図乃至第5図は従来のエネルギ吸収装置を説
明する断面図である。
1・・・構造部材(1)9・・・凸部(1)2・・・構
造部材(2110・・・凸部(2)3・・・固定板(1
111・・・凸部(3)4・・・固定板f2+
12・・・凸部(4)5・・・弾塑性材 13
・・・凹部(1)6・・・ピン 14・・
・凹部(2)7・・・アーム(1)
8・・・アーム(2)
代理人 弁理士 則 近 憲 佑(ほか1名)(a)
(b)
第1図
第2図
1ご
第5図1 and 2 are diagrams showing a vibration energy absorbing device of the present invention, and FIGS. 3 to 5 are sectional views explaining a conventional energy absorbing device. 1... Structural member (1) 9... Convex part (1) 2... Structural member (2110... Convex part (2) 3... Fixing plate (1)
111...Protrusion (3) 4...Fixing plate f2+
12... Convex portion (4) 5... Elastoplastic material 13
... Recess (1) 6 ... Pin 14 ...
・Concavity (2) 7...Arm (1) 8...Arm (2) Agent Patent attorney Noriyuki Chika (and 1 other person) (a) (b) Figure 1 Figure 2 Figure 1 5 figure
Claims (1)
、中心部に孔を有する弾塑性体と、この弾塑性体の両端
面に中心部を合わせてそれぞれ中心部に孔を有する2枚
の固定板とが密着され孔部がピン結合されており、かつ
、前記の2枚の固定板にはそれぞれアームが設けられて
おり、アーム先端近傍で前記二つの構造部材とピン結合
されていることを特徴とする振動エネルギ吸収装置。In order to absorb the kinetic energy generated between two structural members, an elastoplastic body with a hole in the center and two fixing plates each having a hole in the center, with the center aligned with both end faces of this elastoplastic body. are in close contact with each other and their holes are pin-coupled, and each of the two fixing plates is provided with an arm, which is pin-coupled to the two structural members near the ends of the arms. Vibration energy absorption device.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13893485A JPS622037A (en) | 1985-06-27 | 1985-06-27 | Device for absorbing vibration energy |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13893485A JPS622037A (en) | 1985-06-27 | 1985-06-27 | Device for absorbing vibration energy |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS622037A true JPS622037A (en) | 1987-01-08 |
Family
ID=15233558
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13893485A Pending JPS622037A (en) | 1985-06-27 | 1985-06-27 | Device for absorbing vibration energy |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS622037A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006162059A (en) * | 2004-11-12 | 2006-06-22 | Shimizu Corp | Lead damper |
-
1985
- 1985-06-27 JP JP13893485A patent/JPS622037A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006162059A (en) * | 2004-11-12 | 2006-06-22 | Shimizu Corp | Lead damper |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP5964894B2 (en) | Lever type viscoelastic vibration absorber | |
EP0871827A1 (en) | Energy absorber | |
TWI684696B (en) | Connection device for energy dissipation component and shake reducing structure thereof | |
US20210095463A1 (en) | Damper for energy dissipation | |
JPH10169245A (en) | Damper | |
JPH01247666A (en) | Damper | |
JPS622037A (en) | Device for absorbing vibration energy | |
JPH11153194A (en) | Damping member integrating elasto-plastic and visco-elastic damper | |
CN110820977A (en) | Viscoelastic coupling beam damper with unidirectional shearing deformation | |
JP4703971B2 (en) | Energy absorbing brace damping device and energy absorbing device | |
JPS6263775A (en) | Earthquake damper | |
WO2000071840A1 (en) | Vibration control member formed integrally with elasto-plastic and viscoelastic damper | |
JPS62220734A (en) | Vibrational energy absorbing device | |
JP2951214B2 (en) | 3D seismic isolation device | |
JPS61191769A (en) | Earthquake damping apparatus of structure | |
JPH10280727A (en) | Damping frame by composite type damper and damping method | |
JPS63284374A (en) | Vibration damping wall structure | |
JPS6114338A (en) | Vibration attenuator of structure | |
KR102495504B1 (en) | Vibration control device for outplane behavior twist anti buckling of cantilever type | |
JPS61179972A (en) | Earthquake dampening apparatus of structure | |
JP3610004B2 (en) | Building damping device | |
JP3100130B2 (en) | Damping brace | |
JPH09317240A (en) | Elastic and plastic damper | |
JP2571872B2 (en) | Damping lead damper for structures | |
JPS6334276B2 (en) |