JP3207668B2 - Anti-vibration support device - Google Patents
Anti-vibration support deviceInfo
- Publication number
- JP3207668B2 JP3207668B2 JP08648994A JP8648994A JP3207668B2 JP 3207668 B2 JP3207668 B2 JP 3207668B2 JP 08648994 A JP08648994 A JP 08648994A JP 8648994 A JP8648994 A JP 8648994A JP 3207668 B2 JP3207668 B2 JP 3207668B2
- Authority
- JP
- Japan
- Prior art keywords
- spring
- vibration
- shape memory
- memory alloy
- alloy wire
- 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.)
- Expired - Fee Related
Links
Landscapes
- Vibration Prevention Devices (AREA)
- Vibration Dampers (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、悪路走行用機器や空中
から投下する水中機器等のように、大きな衝撃力を受け
る機器の防振支持装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anti-vibration support device for a device which receives a large impact force, such as a device for traveling on a bad road or an underwater device dropped from the air.
【0002】[0002]
【従来の技術】図10は、従来の防振支持装置の一例を
示す概念図である。この例では構造体(1)と同構造体
(1)に内蔵された機器(2)との間に防振ゴム(3)
を挿入し、構造体の振動G1 が機器(2)に伝達されに
くくしている。2. Description of the Related Art FIG. 10 is a conceptual diagram showing an example of a conventional anti-vibration support device. In this example, an anti-vibration rubber (3) is provided between the structure (1) and a device (2) incorporated in the structure (1).
Insert the vibration G 1 of the structure is less likely to be transmitted to the device (2).
【0003】[0003]
【発明が解決しようとする課題】前記従来の防振支持装
置においては、構造体(1)に大きな衝撃加速度が作用
すると(空中から投下され海面に着水した場合など)、
構造体(1)と機器(2)との相対変位が著しく大きく
なるので、この変位が防振ゴム(3)の許容変位を越え
て防振ゴム(3)が破損したり、あるいは構造体(1)
と機器(2)とが衝突して機器(2)が損傷したりする
恐れがある。また、構造体(1)の振動加速度G1 の周
波数ωが機器(2)と防振ゴム(3)で決定される固有
振動数ωnに近い場合には、共振が生じて機器(2)の
振動加速度G2 が図11に示されるように非常に大きく
なり、機器(2)の機能が損なわれることもある。In the above-mentioned conventional anti-vibration support device, when a large impact acceleration acts on the structure (1) (for example, when it is dropped from the air and lands on the sea surface),
Since the relative displacement between the structure (1) and the device (2) becomes extremely large, the displacement exceeds the allowable displacement of the vibration isolating rubber (3), and the vibration isolating rubber (3) is damaged, or the structure ( 1)
The device (2) may collide with the device (2), and the device (2) may be damaged. Further, when close to the natural frequency omega n is the resonance occurs equipment frequency omega of the vibration acceleration G 1 of the structure (1) is determined by the device (2) and rubber cushion (3) (2) vibration acceleration G 2 is very large as shown in FIG. 11, also the function of the device (2) is impaired.
【0004】本発明は、構造体に内蔵された機器を上記
構造体により支持する装置において、構造体に大きな加
速度が作用した場合でも、防振ゴムの過大変形による損
傷や、構造体と機器の衝突による機器の損傷を防止する
とともに、構造体の振動加速度による機器の共振を回避
することを目的とする。The present invention is directed to an apparatus for supporting a device built in a structure by the structure, even if a large acceleration is applied to the structure, damages due to excessive deformation of the vibration isolating rubber, or damage to the structure and the device. It is an object of the present invention to prevent damage to equipment due to a collision and to avoid resonance of equipment due to vibration acceleration of a structure.
【0005】[0005]
【課題を解決するための手段】本発明者は、前記目的を
達成するために、下記〔1〕,〔2〕の防振支持装置を
提案するものである。In order to achieve the above object, the present inventor proposes the following [1] and [2 ] anti-vibration support devices.
【0006】〔1〕 構造体に内蔵された機器を上記構
造体により防振支持する装置であって、上記機器および
上記構造体のうちいずれか一方に取付けられバネ高さの
変化に伴い剛性が変化する非線形バネと、他方と上記非
線形バネとの間に引渡され加熱により長さが縮んで上記
非線形バネの高さを調節するアクチュエータとなる形状
記憶合金線材と、上記形状記憶合金線材に電流を流す手
段と、上記電流をオン・オフするスイッチとを備えたこ
とを特徴とする防振支持装置。[1] An apparatus for supporting a device built in a structure by vibration isolation using the structure, wherein the device is attached to one of the device and the structure, and has rigidity with a change in spring height. A variable nonlinear spring, a shape memory alloy wire that is delivered between the other and the nonlinear spring, and whose length is reduced by heating to become an actuator that adjusts the height of the nonlinear spring; and that a current is applied to the shape memory alloy wire. An anti-vibration support device comprising: a flowing unit; and a switch for turning on and off the current.
【0007】〔2〕 構造体に内蔵された機器を上記構
造体により防振支持する装置であって、上記機器および
上記構造体のうちいずれか一方に取付けられバネ高さの
変化に伴い剛性が変化する非線形バネと、他方と上記非
線形バネとの間に設けられたバネおよび加熱により長さ
が縮む形状記憶合金線材と、上記形状記憶合金線材に電
流を流す手段と、上記機器および上記構造体の振動加速
度および振動周波数を検出する振動計と、上記振動計で
検出された振動加速度レベルおよび振動周波数に基づい
て上記電流の通電時間を調節する制御装置とを備えたこ
とを特徴とする防振支持装置。[2] An apparatus for supporting a device incorporated in a structure with vibration isolation by the structure, wherein the device is attached to one of the device and the structure and has rigidity in accordance with a change in spring height. A non-linear spring that changes, a spring provided between the other and the non-linear spring and a shape memory alloy wire whose length is reduced by heating, a unit for passing a current through the shape memory alloy wire, the device and the structure A vibration meter for detecting a vibration acceleration and a vibration frequency of the vehicle, and a control device for adjusting a current supply time based on the vibration acceleration level and the vibration frequency detected by the vibration meter. Support device.
【0008】[0008]
【0009】[0009]
【作用】本発明においては、構造体とそれに内蔵・支持
された機器との間に、バネ高さの変化に伴い剛性が変化
する非線形バネが配されているので、その非線形バネの
高さを変えることにより、機器の支持剛性を変えること
ができる。そこで、通常時には非線形バネによる機器の
支持剛性を小さくして構造体の振動が機器に伝達されに
くいようにし、振動による機器の損傷を防止する。そし
て構造体に大きな衝撃加速度が作用するときには、非線
形バネの剛性を大きく、すなわち機器の支持剛性を高く
することにより、構造体と機器との衝突を防止する。ま
た、構造体の振動加速度の周波数が、機器と非線形バネ
等で決定される固有振動数に近くなった場合には、非線
形バネの剛性を変更することにより、系の固有振動数を
変えて共振を回避する。In the present invention, a non-linear spring whose rigidity changes with a change in the height of the spring is disposed between the structure and the device built in and supported by the structure. By changing, the support rigidity of the device can be changed. Therefore, at normal times, the rigidity of supporting the device by the non-linear spring is reduced so that the vibration of the structure is hardly transmitted to the device, and the device is prevented from being damaged by the vibration. When a large impact acceleration acts on the structure, collision between the structure and the device is prevented by increasing the rigidity of the nonlinear spring, that is, increasing the support rigidity of the device. When the frequency of the vibration acceleration of the structure approaches the natural frequency determined by the device and the nonlinear spring, etc., the resonance frequency is changed by changing the natural frequency of the system by changing the rigidity of the nonlinear spring. Work around.
【0010】上記非線形バネの高さを変える手段とし
て、前記解決手段〔1〕および〔2〕においては、非線
形バネと構造体または機器との間に形状記憶合金線材を
配するとともに、この形状記憶合金線材に電流を流す手
段を設け、この電流をオン・オフすることにより形状記
憶合金線材を加熱または冷却してその長さを変え、その
張力を非線形バネに与える。更に解決手段〔2〕におい
ては、非線形バネと構造体または機器との間に形状記憶
合金線材だけでなくバネをも設け、かつ機器および構造
体の振動加速度および振動周波数を振動計で検出し、そ
の検出値に基づいて制御装置により上記電流の通電時間
を調節するので、非線形バネが適当な剛性を持つような
バネ高さが得られるように、形状記憶合金線材の張力と
バネの復元力とのバランスを自動的にとることができ
る。As means for changing the height of the non-linear spring, in the above means [1] and [2], a shape memory alloy wire is disposed between the non-linear spring and the structure or device, and the shape memory Means for passing a current through the alloy wire is provided, and by turning on and off the current, the shape memory alloy wire is heated or cooled to change its length, and the tension is applied to the nonlinear spring. Further, in the solution [2], not only a shape memory alloy wire but also a spring is provided between the non-linear spring and the structure or the device, and the vibration acceleration and the vibration frequency of the device and the structure are detected by a vibrometer. Since the control device adjusts the current supply time based on the detected value, the tension of the shape memory alloy wire and the restoring force of the spring are adjusted so that the spring height is obtained such that the nonlinear spring has appropriate rigidity. Can be automatically balanced.
【0011】[0011]
【0012】[0012]
〔第1実施例〕図1および図2は本発明の第1実施例を
示す概念図であって、図1は電流オフの状態、図2は電
流オンの状態をそれぞれ示す。構造体(1)に内蔵され
た機器(2)と上記構造体(1)とを防振ゴム(3)を
介して結合する。本実施例では、機器(2)と構造体
(1)のうちいずれか一方(図示例では機器(2))
に、バネ高さの変化に伴い剛性が変化する非線形バネ
(4)を、鉛直方向に剛性を有する向きに取付ける。ま
た、他方(図示例では構造体(1))と上記非線形バネ
(4)との間に形状記憶合金線材(5)を配置し、その
形状記憶合金線材(5)の両端を非線形バネ(4)と構
造体(1)に固着する。形状記憶合金線材(5)にはそ
れに電流を流すための電線(6)と電源(7)、電流を
オン・オフさせるためのスイッチ(8)を取付ける。形
状記憶合金線材(5)の形状記憶時の長さは、電源オン
時の非線形バネ(4)のバネ高さhが適当な値(非線形
バネ(4)が適当な鉛直方向の剛性を有するような値)
になるように調整する。[First Embodiment] FIGS. 1 and 2 are conceptual diagrams showing a first embodiment of the present invention. FIG. 1 shows a current-off state, and FIG. 2 shows a current-on state. The device (2) incorporated in the structure (1) and the structure (1) are connected to each other via a vibration-proof rubber (3). In the present embodiment, one of the device (2) and the structure (1) (the device (2) in the illustrated example)
Next, a non-linear spring (4) whose rigidity changes with a change in spring height is mounted in a direction having rigidity in the vertical direction. Further, a shape memory alloy wire (5) is arranged between the other (structure (1) in the illustrated example) and the above-mentioned nonlinear spring (4), and both ends of the shape memory alloy wire (5) are connected to the nonlinear spring (4). ) And the structure (1). The shape memory alloy wire (5) is provided with an electric wire (6) for passing a current through it, a power supply (7), and a switch (8) for turning on / off the current. The length of the shape memory alloy wire (5) at the time of shape memory is such that the spring height h of the non-linear spring (4) when the power is turned on is an appropriate value (so that the non-linear spring (4) has an appropriate vertical rigidity). Value)
Adjust so that
【0013】図3は形状記憶合金線材の復元応力を示す
図である。形状記憶合金線材に引張力を作用させると、
温度が低い状態では容易に歪(伸び)を与えることがで
きるが、歪を与えた状態で線材の温度が上昇すると線材
は元の形に戻ろうとして縮む。形状記憶合金線材には電
気抵抗があるので、電流を流すことにより温度を上昇さ
せることができる。FIG. 3 is a diagram showing the restoring stress of the shape memory alloy wire. When a tensile force is applied to the shape memory alloy wire,
When the temperature is low, strain (elongation) can be easily applied. However, when the temperature of the wire increases under strain, the wire shrinks to return to its original shape. Since the shape memory alloy wire has electric resistance, the temperature can be increased by flowing an electric current.
【0014】また、非線形バネはバネ高さを大きくする
ことにより、図4に示されるように、長手方向のバネ定
数を大きくすることができる。図5は非線形バネの形状
の一例を示す図である。この図の「高さ」を変えると
「長さ」方向の剛性が変化する。したがって、図6に示
されるように、非線形バネ(4)の「長さ」方向が鉛直
になるように機器(2)に取付け、形状記憶合金(5)
の復元力により「高さ」を変化させれば、構造体(1)
に対する機器(2)の鉛直方向の支持剛性を変化させる
ことができる。すなわち、図1に示す構造で、形状記憶
合金線材(5)に電流を流せば、図2に示すように形状
記憶合金線材(5)が縮み、非線形バネ(4)のバネ高
さhが大きくなるので、機器(2)の鉛直方向の支持は
剛になる。電流をオフにすれば、形状記憶合金線材
(5)の温度が下がるので線材の張力が消失し、非線形
バネ(4)のバネ高さhが再び図1の状態に戻って、機
器(2)の鉛直方向の支持剛性も図1の状態の値に戻
る。In addition, by increasing the height of the non-linear spring, the spring constant in the longitudinal direction can be increased as shown in FIG. FIG. 5 is a diagram illustrating an example of the shape of the nonlinear spring. Changing the “height” in this figure changes the rigidity in the “length” direction. Therefore, as shown in FIG. 6, the nonlinear spring (4) is attached to the device (2) so that the "length" direction is vertical, and the shape memory alloy (5)
If the "height" is changed by the restoring force of the structure, the structure (1)
Of the device (2) in the vertical direction can be changed. That is, in the structure shown in FIG. 1, when a current is applied to the shape memory alloy wire (5), the shape memory alloy wire (5) shrinks as shown in FIG. 2, and the spring height h of the nonlinear spring (4) increases. Therefore, the vertical support of the device (2) becomes rigid. When the current is turned off, the temperature of the shape memory alloy wire (5) decreases and the tension of the wire disappears, and the spring height h of the nonlinear spring (4) returns to the state shown in FIG. 1 again, and the device (2) Also returns to the value in the state of FIG.
【0015】そこで、構造体(1)が海面に衝突すると
きには、電流をオンにして非線形バネ(4)の垂直方向
の剛性を大きく、すなわち機器(2)の支持剛性を高く
することにより、防振ゴム(3)の過大変形や構造体
(1)と機器(2)との衝突を防止する。通常運転時に
は、電流をオフにして非線形バネ(4)による機器
(2)の支持効果を小さくし、防振ゴム(3)によって
構造体(1)の振動G1 が機器(2)に伝達されにくく
し、振動による機器(2)の損傷を防止する。また、構
造体(1)の振動加速度G1 の周波数ωが、機器(2)
と防振ゴム(3)で決定される固有振動数ωn と近くな
り共振が発生する場合には、電流をオンにすることによ
り非線形バネ(4)の剛性が作用するので、機器(2)
と防振ゴム(3)で決定される固有振動数が変化し、共
振を回避することができる。Therefore, when the structure (1) collides with the sea surface, the current is turned on to increase the rigidity of the nonlinear spring (4) in the vertical direction, that is, by increasing the supporting rigidity of the device (2), thereby preventing the structure. Excessive deformation of the vibration rubber (3) and collision between the structure (1) and the device (2) are prevented. During normal operation, to reduce the support effect of the device (2) by non-linear spring (4) by turning off the current, vibration G 1 of the structure (1) is transmitted to the device (2) by anti-vibration rubber (3) To prevent damage to the device (2) due to vibration. Also, the frequency ω of the vibration acceleration G 1 of the structure (1) is
When resonance occurs due to the natural frequency ω n determined by the vibration control rubber (3) and the vibration isolating rubber (3), the rigidity of the nonlinear spring (4) acts by turning on the current.
And the natural frequency determined by the anti-vibration rubber (3) changes, and resonance can be avoided.
【0016】〔第2実施例〕図7は本発明の第2実施例
を示す概念図である。本実施例では、機器(2)を構造
体(1)に防振ゴム(3)および鉛直方向以外の変位を
拘束するリニアガイド(9)を介して結合する。機器
(2)には、バネ高さの変化に伴い剛性が変化する非線
形バネ(4)を鉛直方向に剛性を有する向きに取付け
る。また非線形バネ(4)と構造体(1)の間に形状記
憶合金線材(5)およびバネ(10)を配置し、形状記
憶合金線材(5)の両端は非線形バネ(4)と構造体
(1)に固着する。形状記憶合金線材(5)には、それ
に電流を流すための電線(6)と電源(7)を取付け
る。非線形バネ(4)のバネ高さh(すなわち機器の支
持剛性)は非接触変位計(11)によりモニタする。ま
た、構造体(1)および機器(2)の振動加速度と周波
数をモニタするため、振動計(12a),(12b) を設置する。[Second Embodiment] FIG. 7 is a conceptual diagram showing a second embodiment of the present invention. In this embodiment, the device (2) is connected to the structure (1) via the vibration-proof rubber (3) and the linear guide (9) for restraining displacement other than the vertical direction. A nonlinear spring (4) whose rigidity changes with a change in spring height is attached to the device (2) in a direction having rigidity in the vertical direction. A shape memory alloy wire (5) and a spring (10) are arranged between the nonlinear spring (4) and the structure (1), and both ends of the shape memory alloy wire (5) are connected to the nonlinear spring (4) and the structure (1). Stick to 1). The shape memory alloy wire (5) is provided with an electric wire (6) and a power source (7) for supplying a current to the wire. The spring height h of the nonlinear spring (4) (that is, the supporting rigidity of the device) is monitored by the non-contact displacement meter (11). Vibrometers (12a) and (12b) are installed to monitor the vibration acceleration and frequency of the structure (1) and the equipment (2).
【0017】前記のとおり、形状記憶合金線材に引張力
を作用させると、温度が低い状態では容易に歪(伸び)
を与えることができるが、伸ばした状態で線材の温度が
上昇すると線材は元の形に戻ろうとして縮む。また、非
線形バネはバネ高さを大きくすることにより、長手方向
のバネ定数を大きくすることができる。本実施例は、構
造体(1)と非線形バネ(4)の間にバネ(10)およ
び形状記憶合金線材(5)を設置し、バネ力に対する形
状記憶合金線材(5)の復元力を調節することにより、
支持剛性を変化させるものである。As described above, when a tensile force is applied to a shape memory alloy wire, strain (elongation) is easily caused at a low temperature.
However, when the temperature of the wire increases in the stretched state, the wire shrinks in an attempt to return to its original shape. In addition, by increasing the height of the non-linear spring, the spring constant in the longitudinal direction can be increased. In this embodiment, a spring (10) and a shape memory alloy wire (5) are installed between the structure (1) and the non-linear spring (4), and the restoring force of the shape memory alloy wire (5) against the spring force is adjusted. By doing
It changes the support rigidity.
【0018】すなわち、図7に示す構造で、形状記憶合
金線材(5)に電流を流し、形状記憶合金線材の張力が
バネ(10)の復元力を上回るようにすれば、非線形バ
ネ(4)のバネ高さhが大きくなるので、機器(2)の
鉛直方向の支持は剛になる。電流をオフにすれば、形状
記憶合金線材(5)の温度が下がるので線材の張力が消
失し、バネ(10)の作用により、非線形バネ(4)の
バネ高さhが元に戻って、機器(2)の鉛直方向の支持
剛性が小さくなる。また、形状記憶合金線材(5)に図
8に示すようなパルス状の電流を流し、電流オン時の時
間と通電周期の比(デューティ比)を調節することによ
り、形状記憶合金線材(5)が形状記憶効果を持つ時間
と容易に歪を与え得る時間との比を変化させることがで
きる。本実施例では、制御装置(14)により電源
(7)のデューティ比を調節することにより、非線形バ
ネ(4)が鉛直方向に適当な剛性を持つようなバネ高さ
hが得られるように、形状記憶線材(5)の張力とバネ
(10)の復元力とのバランスをとることができる。That is, in the structure shown in FIG. 7, if a current is applied to the shape memory alloy wire (5) so that the tension of the shape memory alloy wire exceeds the restoring force of the spring (10), the nonlinear spring (4) Since the spring height h of the device (2) increases, the vertical support of the device (2) becomes rigid. When the current is turned off, the temperature of the shape memory alloy wire (5) decreases and the tension of the wire disappears, and the spring height (h) of the nonlinear spring (4) returns to the original height by the action of the spring (10). The vertical support rigidity of the device (2) is reduced. Further, the shape memory alloy wire (5) passing a pulsed current as shown in FIG. 8, when the time of current on
The ratio between the time during which the shape memory alloy wire (5) has the shape memory effect and the time during which distortion can be easily applied can be changed by adjusting the ratio between the interval and the power supply cycle (duty ratio). In the present embodiment, the control device (14) adjusts the duty ratio of the power supply (7) so that the spring height h such that the nonlinear spring (4) has appropriate rigidity in the vertical direction can be obtained. The balance between the tension of the shape memory wire (5) and the restoring force of the spring (10) can be achieved.
【0019】ここで、構造体(1)に設置された振動計
(12a) で振動加速度をモニタすることにより、構造体
(1)の振動加速度G1 の周波数ωに応じた支持剛性の
決定が可能になる。また、機器(2)に設置された振動
計(12b) で振動加速度をモニタすることにより、応答加
速度の変化を支持剛性決定ルーチンにフィードバックさ
せることができる。すなわち、演算装置(13)におい
て、非接触変位計(11)の出力から、非線形バネ
(4)のバネ高さh、非線形バネ(4)の剛性,機器
(2)と支持装置(防振ゴム(3)および非線形バネ
(4))からなる系の固有振動数を算出する。また振動
計(12a),(12b) の出力から、構造体(1)および機器
(2)の振動加速度レベルおよび出力周波数を算出す
る。そして共振および過大変位を防止し得る支持剛性を
計算、デューティ比を決定し、電源(7)を駆動する制
御装置(14)に適正な信号を出力するのである。Here, the vibrometer installed on the structure (1)
By monitoring the vibration acceleration in (12a), allowing determination of the support rigidity in accordance with the frequency ω of the vibration acceleration G 1 of the structure (1). Further, by monitoring the vibration acceleration with the vibrometer (12b) installed in the device (2), the change in the response acceleration can be fed back to the support rigidity determination routine. That is, in the arithmetic unit (13), based on the output of the non-contact displacement meter (11), the spring height h of the non-linear spring (4), the rigidity of the non-linear spring (4), the device (2) and the supporting device (anti-vibration rubber) The natural frequency of the system consisting of (3) and the nonlinear spring (4) is calculated. Further, the vibration acceleration levels and output frequencies of the structure (1) and the device (2) are calculated from the outputs of the vibrometers (12a) and (12b). Then, the support rigidity that can prevent resonance and excessive displacement is calculated, the duty ratio is determined, and an appropriate signal is output to the control device (14) that drives the power supply (7).
【0020】上述のように本実施例では、構造体(1)
の振動加速度G1 の周波数ωが機器(2)と防振ゴム
(3)、非線形バネ(4)で決定される固有振動数ωn
に近くなって共振が発生する場合には、非線形バネ
(4)の剛性を変更することにより、系の固有振動数を
変えて共振を回避することができる。また、通常運転時
には、非線形バネ(4)のバネ高さhを小さくして、非
線形バネ(4)による機器(2)の支持効果を小さく
し、防振ゴム(3)によって構造体(1)の振動G1 が
機器(2)に伝達されにくくして振動による機器(2)
の損傷を防止することができる。更に、構造体(1)に
大きな衝撃加速度が作用するとき(海面に衝突するとき
など)には、非線形バネ(4)のバネ高さhを大きくし
て、非線形バネ(4)の鉛直方向の剛性を大きく、すな
わち機器(2)の支持剛性を高くすることにより、防振
ゴム(3)の過大変形や構造体(1)と機器(2)との
衝突を防止することができる。As described above, in this embodiment, the structure (1)
Vibration damping rubbers acceleration G 1 in the frequency omega is a device (2) (3), the natural frequency omega n determined by non-linear spring (4)
In the case where resonance occurs close to the above, resonance can be avoided by changing the natural frequency of the system by changing the rigidity of the nonlinear spring (4). During normal operation, the spring height h of the non-linear spring (4) is reduced, the effect of supporting the device (2) by the non-linear spring (4) is reduced, and the structure (1) is damped by the anti-vibration rubber (3). vibration G 1 is equipment device due to vibration and hardly transmitted to the (2) (2)
Damage can be prevented. Further, when a large impact acceleration acts on the structure (1) (such as when it collides with the sea surface), the height h of the nonlinear spring (4) is increased, and the vertical height of the nonlinear spring (4) is increased. By increasing the rigidity, that is, by increasing the support rigidity of the device (2), it is possible to prevent excessive deformation of the vibration isolating rubber (3) and collision between the structure (1) and the device (2).
【0021】[0021]
【0022】[0022]
【0023】[0023]
【0024】[0024]
【発明の効果】請求項1および請求項2の発明は前記の
ように構成されているので非線形バネの高さを変える手
段として、非線形バネと構造体または機器との間に形状
記憶合金線材を配するとともに、この形状記憶合金線材
に電流を流す手段を設け、この電流をオン・オフするこ
とにより形状記憶合金線材を加熱または冷却してその長
さを変え、その張力を非線形バネに与えることができ、
更に請求項2の発明では、非線形バネと構造体または機
器との間に形状記憶合金線材だけでなくバネをも設け、
かつ機器および構造体の振動加速度および振動周波数を
振動計で検出し、その検出値に基づいて制御装置により
上記電流の通電時間を調節するので、非線形バネが適当
な剛性を持つようなバネ高さが得られるように、形状記
憶合金線材の張力とバネの復元力とのバランスを自動的
にとることができるものであり、かかる構成とその作用
により本発明においては、構造体の振動加速度の周波数
が、機器と非線形バネ等で決定される固有振動数に近く
なって共振が発生する場合には、非線形バネの剛性を変
更することにより、系の固有振動数を変えて共振を回避
することができる。また通常運転時には、非線形バネの
バネ高さを小さくして、非線形バネによる機器の支持効
果を小さくし、構造体の振動を機器に伝達されにくくし
て振動による機器の損傷を防止することができる。更
に、構造体に大きな衝撃加速度が作用するときには、非
線形バネのバネ高さを大きくして、非線形バネの鉛直方
向の剛性を大きく、すなわち機器の支持剛性を高くする
ことにより、防振ゴムの過大変形や構造体と機器との衝
突を防止することができる。According to the first and second aspects of the present invention,
To change the height of the nonlinear spring
As a step, the shape between the nonlinear spring and the structure or equipment
The memory alloy wire is arranged and the shape memory alloy wire is
Provide a means for supplying current to the
By heating or cooling the shape memory alloy wire with
And apply that tension to the non-linear spring,
Further, according to the invention of claim 2, the nonlinear spring and the structure or machine
Provide not only a shape memory alloy wire rod but also a spring between the container and
And the vibration acceleration and vibration frequency of equipment and structures
Detected by a vibrometer and by the control device based on the detected value
A non-linear spring is suitable because the current application time is adjusted
Shape so that a spring height with high rigidity is obtained.
Automatically balances tension of metal wire and spring restoring force
The configuration and its operation
In the present invention, when the frequency of the vibration acceleration of the structure is close to the natural frequency determined by the device and the non-linear spring and the like, and resonance occurs, by changing the rigidity of the non-linear spring, Resonance can be avoided by changing the natural frequency of. During normal operation, the height of the non-linear spring is reduced, the effect of supporting the device by the non-linear spring is reduced, and vibration of the structure is hardly transmitted to the device, thereby preventing damage to the device due to vibration. . Further, when a large impact acceleration acts on the structure, the spring height of the nonlinear spring is increased to increase the rigidity of the nonlinear spring in the vertical direction, that is, by increasing the support rigidity of the device. Deformation and collision between the structure and the device can be prevented.
【図1】図1は本発明の第1実施例の電流オフの状態を
示す概念図である。FIG. 1 is a conceptual diagram showing a state in which a current is turned off according to a first embodiment of the present invention.
【図2】図2は上記第1実施例の電流オンの状態を示す
概念図である。FIG. 2 is a conceptual diagram showing a current-on state of the first embodiment.
【図3】図3は形状記憶合金線材の復元応力を示す図で
ある。FIG. 3 is a view showing a restoring stress of a shape memory alloy wire rod.
【図4】図4は非線形バネのバネ高さとバネ定数の関係
を示す図である。FIG. 4 is a diagram illustrating a relationship between a spring height of a nonlinear spring and a spring constant;
【図5】図5は非線形バネの形状の一例を示す図であ
る。FIG. 5 is a diagram illustrating an example of a shape of a nonlinear spring.
【図6】図6は上記第1実施例における非線形バネの取
付け状況を示す側面図である。FIG. 6 is a side view showing a mounting state of the non-linear spring in the first embodiment.
【図7】図7は本発明の第2実施例を示す概念図であ
る。FIG. 7 is a conceptual diagram showing a second embodiment of the present invention.
【図8】図8はデューティ比を説明する図である。FIG. 8 is a diagram illustrating a duty ratio.
【図9】図9は従来の防振支持装置の一例を示す概念図
である。FIG. 9 is a conceptual diagram showing an example of a conventional anti-vibration support device .
【図10】図10は構造体から機器への振動伝達率を示
す図である。 FIG. 10 shows a vibration transmission rate from a structure to a device.
To Figure der Ru.
(1) 構造体 (2) 機器 (3) 防振ゴム (4) 非線形バネ (5) 形状記憶合金線材 (6) 電線 (7) 電源 (8) スイッチ (9) リニアガイド (10) バネ (11) 非接触変位計 (12a),(12b) 振動計 (13) 演算装置 (14) 制御装置 ( h) バネ高さ (G1 ),(G2 ) 振動加速度(1) Structure (2) Equipment (3) Anti-vibration rubber (4) Non-linear spring (5) Shape memory alloy wire (6) Electric wire (7) Power supply (8) Switch (9) Linear guide (10) Spring (11) ) non-contact displacement meter (12a), (12b) vibrometer (13) processing unit (14) control equipment (h) spring height (G 1), (G 2) vibration acceleration
フロントページの続き (58)調査した分野(Int.Cl.7,DB名) F16F 7/00 F16F 15/02 F16F 15/06 Continuation of the front page (58) Field surveyed (Int.Cl. 7 , DB name) F16F 7/00 F16F 15/02 F16F 15/06
Claims (2)
より防振支持する装置であって、上記機器および上記構
造体のうちいずれか一方に取付けられバネ高さの変化に
伴い剛性が変化する非線形バネと、他方と上記非線形バ
ネとの間に引渡され加熱により長さが縮んで上記非線形
バネの高さを調節するアクチュエータとなる形状記憶合
金線材と、上記形状記憶合金線材に電流を流す手段と、
上記電流をオン・オフするスイッチとを備えたことを特
徴とする防振支持装置。1. An apparatus for supporting an apparatus built in a structure by vibration isolation using said structure, wherein said apparatus is attached to one of said apparatus and said structure, and changes in rigidity with a change in spring height. A non-linear spring, a shape memory alloy wire that is delivered between the other and the non-linear spring, and whose length is reduced by heating to become an actuator that adjusts the height of the non-linear spring, and that a current flows through the shape memory alloy wire. Means,
And a switch for turning on and off the current.
より防振支持する装置であって、上記機器および上記構
造体のうちいずれか一方に取付けられバネ高さの変化に
伴い剛性が変化する非線形バネと、他方と上記非線形バ
ネとの間に設けられたバネおよび加熱により長さが縮む
形状記憶合金線材と、上記形状記憶合金線材に電流を流
す手段と、上記機器および上記構造体の振動加速度およ
び振動周波数を検出する振動計と、上記振動計で検出さ
れた振動加速度レベルおよび振動周波数に基づいて上記
電流の通電時間を調節する制御装置とを備えたことを特
徴とする防振支持装置。 2. An apparatus for supporting a device incorporated in a structure by vibration isolation by said structure, wherein said device is attached to one of said device and said structure, and changes in rigidity with a change in spring height. A non-linear spring, a spring provided between the other and the non-linear spring, and a shape memory alloy wire whose length is reduced by heating, a means for flowing an electric current through the shape memory alloy wire, and the device and the structure An antivibration support comprising: a vibrometer for detecting a vibration acceleration and a vibration frequency; and a control device for adjusting a current supply time based on the vibration acceleration level and the vibration frequency detected by the vibration meter. equipment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP08648994A JP3207668B2 (en) | 1994-04-25 | 1994-04-25 | Anti-vibration support device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP08648994A JP3207668B2 (en) | 1994-04-25 | 1994-04-25 | Anti-vibration support device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH07293621A JPH07293621A (en) | 1995-11-07 |
| JP3207668B2 true JP3207668B2 (en) | 2001-09-10 |
Family
ID=13888404
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP08648994A Expired - Fee Related JP3207668B2 (en) | 1994-04-25 | 1994-04-25 | Anti-vibration support device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3207668B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115424888A (en) * | 2022-10-12 | 2022-12-02 | 山东达驰高压开关有限公司 | High-voltage switch safety protection shell |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5046888B2 (en) * | 2007-11-28 | 2012-10-10 | 京セラドキュメントソリューションズ株式会社 | Optical scanning device |
| JP2010112404A (en) * | 2008-11-04 | 2010-05-20 | Wel Research Co Ltd | Buffer and landing device |
| JP2011152919A (en) * | 2011-05-02 | 2011-08-11 | Wel Research Co Ltd | Landing gear |
| KR101724732B1 (en) * | 2011-08-26 | 2017-04-07 | 현대자동차주식회사 | Mount Apparatus for Transmission of Vehicle |
| DE102012204059B3 (en) * | 2012-03-15 | 2013-06-20 | Thyssenkrupp Marine Systems Gmbh | Shock absorber for storing an object in or on a vehicle |
| JP7235293B2 (en) * | 2019-02-13 | 2023-03-08 | 株式会社テージーケー | Control device and tactile sensation imparting device |
| CN112833273B (en) * | 2021-01-19 | 2022-03-29 | 中石化中原石油工程设计有限公司 | Resonance control device for buffer tank of compressor |
| CN116573161B (en) * | 2023-05-18 | 2026-04-07 | 上海交通大学 | Quasi-zero stiffness vibration isolation and pointing integrated platform |
| CN117867900B (en) * | 2024-01-18 | 2025-11-28 | 广州大学 | Vibration isolation device for track floating slab |
-
1994
- 1994-04-25 JP JP08648994A patent/JP3207668B2/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115424888A (en) * | 2022-10-12 | 2022-12-02 | 山东达驰高压开关有限公司 | High-voltage switch safety protection shell |
| CN115424888B (en) * | 2022-10-12 | 2023-09-08 | 山东达驰高压开关有限公司 | A kind of safety protection shell for high-voltage switch |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH07293621A (en) | 1995-11-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP3207668B2 (en) | Anti-vibration support device | |
| EP0350333B1 (en) | A mounting for machinery | |
| EP0713287B1 (en) | Power system stabilizer for generator | |
| US4976415A (en) | Damping support structure | |
| US6032552A (en) | Vibration control by confinement of vibration energy | |
| US6049746A (en) | End stop control method | |
| US5802184A (en) | Active noise and vibration control system | |
| US5409078A (en) | Adaptively controlled vibration damping support apparatus for vehicle power unit including engine | |
| JPH0788132B2 (en) | Method for adjusting the damping force of a motor vehicle depending on the output signal of an acceleration signal generator | |
| US5011108A (en) | Active mounts | |
| KR950011007A (en) | Mold vibrator in continuous casting equipment | |
| GB2228551A (en) | Motor vehicle engine mounting | |
| US4901573A (en) | Integral structural component vibratory behavior control | |
| GB2234318A (en) | Motor vehicle engine mounting | |
| US6911754B2 (en) | Control of electro-magnets | |
| JPH05263868A (en) | Ground motion disturbance control method of vibration resistant board | |
| JPH0221044A (en) | Vibration proofing method and device thereof | |
| EP0825358B1 (en) | Method for investigation of structure borne noise paths | |
| JPH10267078A (en) | Vibration isolating supporting device for apparatus | |
| JPH11101300A (en) | Vibration control support device of apparatus | |
| US6138998A (en) | Spacecraft antenna slew control systems | |
| JPH01207574A (en) | Vibrationproof device for construction | |
| JP2004150514A (en) | Prime mover support device and prime mover support structure | |
| JPH0687453A (en) | Variable damping force type power steering mount device | |
| JPH07238986A (en) | Active mount control device, anti-vibration device using the same, and active mount control method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20010529 |
|
| LAPS | Cancellation because of no payment of annual fees |