JPH0156204B2 - - Google Patents
Info
- Publication number
- JPH0156204B2 JPH0156204B2 JP4109482A JP4109482A JPH0156204B2 JP H0156204 B2 JPH0156204 B2 JP H0156204B2 JP 4109482 A JP4109482 A JP 4109482A JP 4109482 A JP4109482 A JP 4109482A JP H0156204 B2 JPH0156204 B2 JP H0156204B2
- Authority
- JP
- Japan
- Prior art keywords
- vibration
- bridge
- electrodynamic actuator
- force
- vibrating body
- 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
Links
Landscapes
- Vibration Prevention Devices (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Bridges Or Land Bridges (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
【発明の詳細な説明】
本発明は道路橋、鉄道橋に代表される交通路橋
等の低周波振動を低減する振動制御方法に関する
ものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a vibration control method for reducing low frequency vibrations of traffic bridges such as road bridges and railway bridges.
一般に、交通路橋は第1図に示したように、橋
梁1の両端を橋脚2で支承した構成を有する。こ
の種の交通路橋においては、橋梁上を走行する車
両数の増加、走行速度の増大に伴なつて、交通路
橋には過大の外力が印加され、さらには、橋脚間
の長大化に伴なう橋梁の曲げ剛性の低下に相まつ
て、路橋には極めて大きい振動が誘起される。こ
のような振動は、状況によつては橋梁の振動によ
つて空気圧振動を発生し、これが周囲に伝ぱする
通常30ヘルツ以下の低周波の音圧波となり、いわ
ゆる低周波公害として表面化する場合がある。さ
らには、地盤への振動伝播により近接する建物、
住宅等をゆるがせ、雨戸、ガラス戸等をガタガタ
と振動させる、あるいは、住宅の振動そのもの
が、住民に大きな不快感を与える等振動公害とも
なる。 Generally, a traffic bridge has a structure in which a bridge 1 is supported at both ends by piers 2, as shown in FIG. In this type of traffic bridge, as the number of vehicles traveling on the bridge increases and the traveling speed increases, excessive external force is applied to the traffic bridge, and furthermore, as the distance between the piers increases, Coupled with the decrease in the bending rigidity of bridges, extremely large vibrations are induced in road bridges. Depending on the situation, such vibrations may generate air pressure vibrations due to bridge vibrations, which become low-frequency sound pressure waves, usually below 30 hertz, that propagate to the surrounding area, and may surface as so-called low-frequency pollution. . Furthermore, buildings that are close to each other due to vibration propagation to the ground,
Vibration can cause vibrations in homes, causing the shutters, glass doors, etc. to rattle, or the vibrations in the home itself can cause great discomfort to residents, causing vibration pollution.
こうした、騒音振動公害の発生機構となる交通
路橋の振動の対策には、従来、橋梁、橋脚の補強
による剛性の増大、あるいは、補助橋脚を併設
し、橋梁の支承個所を増すなどして、交通路橋の
振動性状の改善、変更、さらには、大気に伝搬す
る低周波音圧そのものを遮音するために、防音
壁、カバー等を設ける等をして住民に与える不快
感の低減を図つていた。 Conventionally, countermeasures against the vibrations of traffic road bridges, which are the mechanism that generates noise and vibration pollution, have been made by reinforcing bridges and piers to increase their rigidity, or by adding auxiliary piers to increase the number of support points for bridges. Efforts were made to reduce the discomfort caused to residents by improving and changing the vibration characteristics of road bridges, and by installing soundproof walls, covers, etc. to insulate the low-frequency sound pressure itself that propagates into the atmosphere. .
しかしながら、従来のこのような対策では、十
分な振動、騒音低減効果が得られていないのが実
状であり、また、既設の交通路橋に補助橋脚の併
設、橋梁の補強等では、土地空間の利用を併なう
物理的な制約を受けることが多く、施工上の問題
点などの欠点があつた。 However, the reality is that such conventional measures have not achieved sufficient vibration and noise reduction effects, and the use of land space is also difficult when installing auxiliary piers on existing traffic bridges or reinforcing bridges. They were often subject to physical constraints and had drawbacks such as construction problems.
本発明は上記のような従来の対策とは、本質的
に振動低減原理が異なるもので、交通路橋等の対
象構造物(以下対象物という)の振動そのものを
低減するもので、振動騒音公害が顕在化する夜間
では、能動的な振動制御力を対象物に印加し、比
較的公害の度合いが小さい昼間では受動的な振動
減衰を付与し、運転費用が少なく、かつ低周波振
動公害の影響の大きい時間帯と小さい時間帯とで
振動制御システムを切換える振動制御方法を提供
することを目的としている。 The vibration reduction principle of the present invention is essentially different from the conventional measures described above, and it reduces the vibration itself of target structures such as traffic bridges (hereinafter referred to as target objects), thereby reducing vibration noise pollution. Active vibration control force is applied to the object at night when it is more noticeable, and passive vibration damping is applied during the day when the level of pollution is relatively low. This reduces operating costs and reduces the effects of low-frequency vibration pollution. It is an object of the present invention to provide a vibration control method that switches the vibration control system between large time periods and small time periods.
以下に、本発明の一実施例について説明する。
第2図は昼間における振動制御装置の構成を示す
図で、第3図は交通路橋に装着し、振動制御力を
印加する動電形アクチユエータを示す断面図、第
4図は夜間における振動制御装置を示す構成図、
第5図はこれら昼間と夜間での振動制御装置の構
成の差異を示すブロツク図である。これらの図に
もとずき、本発明の一実施例の構成、および動作
を説明する。1は橋梁、2は橋脚、3は動電形ア
クチユエータであり第3図に詳細を示す。4a,
4bは橋梁1と動電形アクチユエータ3との間、
動電形アクチユエータ3と固定側との間に介在す
る支持棒、5は動電形アクチユエータ3から電力
を受ける受電装置、6は負荷であり、受電装置5
から電力が供給される。31はコイル保持具、3
2はコイル保持具31に巻回された駆動コイル、
33は駆動コイル32に対向する励磁ヨーク、3
4は励磁ヨーク33に取り付けられた永久磁石で
ある。動電形アクチユエータ3はこのように構成
されている。 An embodiment of the present invention will be described below.
Figure 2 is a diagram showing the configuration of the vibration control device during the daytime, Figure 3 is a sectional view showing the electrodynamic actuator installed on a traffic road bridge and applying vibration control force, and Figure 4 is the vibration control device at night. A configuration diagram showing
FIG. 5 is a block diagram showing the difference in the structure of the vibration control device between daytime and nighttime. The configuration and operation of an embodiment of the present invention will be explained based on these figures. 1 is a bridge, 2 is a pier, and 3 is an electrodynamic actuator, the details of which are shown in FIG. 4a,
4b is between the bridge 1 and the electrodynamic actuator 3;
A support rod interposed between the electrodynamic actuator 3 and the fixed side, 5 a power receiving device that receives power from the electrodynamic actuator 3, 6 a load, and the power receiving device 5
Power is supplied from 31 is a coil holder, 3
2 is a drive coil wound around a coil holder 31;
33 is an excitation yoke facing the drive coil 32;
4 is a permanent magnet attached to the excitation yoke 33. The electrodynamic actuator 3 is configured as described above.
動電形アクチユエータは駆動コイルに電流を供
給すると、コイルには電磁力が発生し、アクチユ
エータ(力発生機)として動作する。一方、電源
を切つて、駆動コイルを他動的に動かしてやると
コイルには電流が誘起されて発電機となる。昼間
における振動制御は第2図に示すごとく、その構
成と動作は以下の通りである。 When an electric current is supplied to the drive coil of an electrodynamic actuator, an electromagnetic force is generated in the coil, and the electrodynamic actuator operates as an actuator (force generator). On the other hand, when the power is turned off and the drive coil is moved passively, a current is induced in the coil and it becomes a generator. The vibration control during the daytime is shown in FIG. 2, and its configuration and operation are as follows.
橋梁1に可動側の駆動コイル32を支持棒4a
を介して固着する。一方、励磁ヨーク33が静止
側(地盤)に支持棒4bを介して固定される。駆
動コイル32はコイル保持具31に巻回し、コイ
ル端は受電装置5に電気的に連結する。駆動コイ
ル32に僅少な隙間を介して励磁ヨーク33内に
装着する。受電装置5は電気的な負荷6を連結す
る。また駆動コイル32には、永久磁石34によ
り生じた磁束Φが第3図中破線で示すように鎖交
する。 The movable drive coil 32 is attached to the bridge 1 by a support rod 4a.
It is fixed through. On the other hand, the excitation yoke 33 is fixed to the stationary side (ground) via a support rod 4b. The drive coil 32 is wound around the coil holder 31, and the end of the coil is electrically connected to the power receiving device 5. The drive coil 32 is attached to the excitation yoke 33 with a small gap therebetween. Power receiving device 5 connects electrical load 6 . Further, the magnetic flux Φ generated by the permanent magnet 34 interlinks with the drive coil 32 as shown by the broken line in FIG.
以上のような構成により、橋梁1が車両、風等
の外力を受けて振動を誘起すると、橋梁1は図中
破線で示すような曲げ振動が誘起される。これに
伴つて、橋梁1と結合する駆動コイル32が振動
する。駆動コイル32は永久磁石34により発生
する磁場内に装着されているため駆動コイル32
は鎖交する磁束Φを時間的に切ることになり、こ
れによつて駆動コイル32には電磁誘導作用にも
とずく誘起起電力が発生する。この誘起起電力は
振動速度に比例する大きさとなるため、一種の受
動的な電磁ダンパとして動作し、橋梁1の振動エ
ネルギーを間接的に電気エネルギーとして吸収、
変換するとともに、橋梁1の振動を抑制する効果
がある。さらに、橋梁1の振動により誘起される
駆動コイル32の起電力は受電装置5により受電
され、電気系統、あるいは電気的負荷6の駆動に
利用することができるため、省エネルギーとして
の効果も得られるとともに、橋梁1の振動を低減
するに消費される電力は不要である。このように
昼間には、受動的な電磁ダンパとして動作させ、
交通路橋の振動制御を図る。上記電気的負荷6と
して、交通路橋の警報ランプ、表示灯などがあ
る。 With the above configuration, when the bridge 1 receives an external force such as a vehicle or wind and induces vibration, the bridge 1 undergoes a bending vibration as shown by the broken line in the figure. Along with this, the drive coil 32 coupled to the bridge 1 vibrates. Since the drive coil 32 is mounted within the magnetic field generated by the permanent magnet 34, the drive coil 32
temporally cuts the interlinking magnetic flux Φ, thereby generating an induced electromotive force in the drive coil 32 based on electromagnetic induction. Since this induced electromotive force has a magnitude proportional to the vibration speed, it operates as a kind of passive electromagnetic damper, indirectly absorbing the vibration energy of the bridge 1 as electric energy,
This has the effect of suppressing the vibration of the bridge 1. Furthermore, the electromotive force of the drive coil 32 induced by the vibration of the bridge 1 is received by the power receiving device 5 and can be used for driving the electrical system or the electrical load 6, so that an energy saving effect can be obtained as well. , the power consumed to reduce the vibration of the bridge 1 is unnecessary. In this way, during the day, it operates as a passive electromagnetic damper,
Aiming to control vibrations on traffic bridges. Examples of the electrical load 6 include warning lamps and indicator lamps for traffic road bridges.
つぎに、夜間の振動制御装置の構成と動作につ
いて第4図、第5図の一実施例にもとずいて説明
する。橋梁1と動電形アクチユエータ3の装着は
第3図に示すものと同様であるが、動電形アクチ
ユエータ3の駆動コイル32に橋梁1の振動速度
に応じた励磁電流を供給し、駆動コイル32に電
磁力を発生させ、この電磁力により能動的に橋梁
1の振動低減を図るものである。7は橋梁1の曲
げ振動の振動速度を検出するセンサ、8は制御装
置で、制御装置8はセンサ7よりの振動速度信号
を増幅する前置増幅器81、上記信号の伝達特性
改善のための制御回路82を介して励磁電源83
を駆動し、励磁電源83から上記振動速度に比例
する励磁電流を動電形アクチユエータ3の駆動コ
イル32に供給する。このような構成により、動
電形アクチユエータ3には電磁作用にもとずく電
磁力が生じ、この電磁力は橋梁1の振動速度に比
例するとともに、橋梁1の振動変位に対しては
90゜の位相差を有するため、ダンピング作用とし
ての振動低減制御力として作用する。この時に振
動低減には電力が必要となる。 Next, the structure and operation of the nighttime vibration control device will be explained based on an embodiment shown in FIGS. 4 and 5. The mounting of the bridge 1 and the electrodynamic actuator 3 is the same as that shown in FIG. This system generates an electromagnetic force, and uses this electromagnetic force to actively reduce the vibration of the bridge 1. 7 is a sensor that detects the vibration speed of the bending vibration of the bridge 1; 8 is a control device; the control device 8 includes a preamplifier 81 that amplifies the vibration speed signal from the sensor 7; and control for improving the transmission characteristics of the signal. Excitation power supply 83 via circuit 82
The excitation power source 83 supplies an excitation current proportional to the vibration speed to the drive coil 32 of the electrodynamic actuator 3. With such a configuration, an electromagnetic force based on electromagnetic action is generated in the electrodynamic actuator 3, and this electromagnetic force is proportional to the vibration speed of the bridge 1, and is proportional to the vibration displacement of the bridge 1.
Since it has a phase difference of 90 degrees, it acts as a vibration reduction control force as a damping effect. At this time, electric power is required to reduce vibration.
このときの動作はつぎの通りである。 The operation at this time is as follows.
まず、振動低減原理は対象物に強制力(外力)
と制御力とが作用したとき、mを対象物のモード
質量、cを減衰係数、kを対象物をバネ定数、F
を外力、Uを制御力、xを対象物の変位として成
立する運動方程式
mx¨+cx〓+kx−F−Uを前提とする。ここで、
例えば対象物の振動加速度x¨を検知してこれを速
度x、変位x〓の信号に変換した後これらの値を上
記運動方程式に適用することにより外力Fを減衰
させることのできる最適な制御力U(すなわち、
対象物の振動速度に比例する制御力)を得てい
る。 First, the principle of vibration reduction is a forced force (external force) on the object.
When and control force act, m is the modal mass of the object, c is the damping coefficient, k is the object's spring constant, and F
It is assumed that the equation of motion is established where is an external force, U is a control force, and x is the displacement of the object. here,
For example, by detecting the vibration acceleration x¨ of the object, converting it into signals of velocity x and displacement x, and then applying these values to the above equation of motion, the optimal control force that can damp the external force F can be determined. U (i.e.
A control force proportional to the vibration speed of the object is obtained.
上式から分かるように、動電形アクチユエータ
3の駆動コイル32の橋梁1の振動速度に応じた
励磁電流を供給することによつて駆動コイル32
に発生する電磁力は、橋梁1に対しては振動速度
に比例する制御力すなわち振動減衰力として作用
する。このような構成によつて橋梁1の振動を低
減することができる。 As can be seen from the above equation, the drive coil 32 of the electrodynamic actuator 3 is supplied with an excitation current corresponding to the vibration speed of the bridge 1.
The electromagnetic force generated acts on the bridge 1 as a control force, that is, a vibration damping force, which is proportional to the vibration speed. Vibration of the bridge 1 can be reduced by such a configuration.
昼間/夜間の切換えは、タイマーによつて切換
えるが第5図に示したように、動電形アクチユエ
ータを力発生機として動作させる時には励磁電源
よりコイルに電流を供給し、発電機として動作さ
せる時はコイルに誘起される電流を受ける受電装
置(負荷)につなげることになる。したがつて駆
動コイルを励磁電源あるいは受電装置につなげる
かによつて、駆動コイルに流れる電流を制御する
ことになる。 Daytime/nighttime switching is done by a timer, but as shown in Figure 5, when the electrodynamic actuator is operated as a force generator, current is supplied to the coil from the excitation power supply, and when it is operated as a generator. is connected to a power receiving device (load) that receives the current induced in the coil. Therefore, the current flowing through the drive coil is controlled depending on whether the drive coil is connected to an excitation power source or a power receiving device.
以上より、昼間はアクチユエータには電流は供
給されなくて発電機として作用し、夜間は電流を
供給し、力発生機として作用し、橋梁の振動に対
しては能動的な振動制御装置として作用する。振
動の原因は走行する車両による加振力であり、昼
夜問わずある。ただし、問題になる度合いが違
う。振動問題となる度合いが大きい夜間では、動
電形アクチユエータを力発生機として動作させ、
能動的な振動制御装置の構成で使うことになる。 From the above, during the day no current is supplied to the actuator and it acts as a generator, and at night it supplies current and acts as a force generator, and in response to bridge vibrations it acts as an active vibration control device. . The cause of vibration is the excitation force from a running vehicle, which occurs day and night. However, the degree to which it becomes a problem is different. At night, when vibration is a major problem, the electrodynamic actuator is operated as a force generator.
It will be used in the configuration of an active vibration control device.
以上、第5図のブロツク図に示すように、昼間
と夜間とでその振動制御システムの切換えの実施
により、比較的、振動騒音公害の感じ方の度合い
が軽微な昼間には、受動的な制御力による振動低
減を図り、装置の消費電力を皆無にするととも
に、住民の安眠防害、不快感が顕在化する夜間に
は、制御システムの切換えにより能動的な制御力
の付与により、積極的に交通路橋の振動を低減
し、快適な生活環境の確保を図るものである。 As described above, as shown in the block diagram of Figure 5, by switching the vibration control system between daytime and nighttime, passive control is implemented during the daytime when the degree of vibration and noise pollution is relatively minor. In addition to reducing the vibration caused by force and eliminating the power consumption of the device, the control system can be switched to proactively apply control force at night, when residents can sleep and feel uncomfortable. The purpose is to reduce vibrations on traffic bridges and ensure a comfortable living environment.
なお、上記実施例では昼間では受動的システ
ム、夜間では能動的システムに切換える例につい
て説明したが、状況によつては、これらの時間帯
を逆にすることも可能であることは言うまでもな
い。 In the above embodiment, an example has been described in which the system is switched to a passive system during the day and an active system at night, but it goes without saying that depending on the situation, it is possible to reverse these time periods.
以上では、交通路橋を例に挙げたが、この他タ
ワー、ビル、アンテナなどの振動抑制にも利用す
ることができる。 The above example uses a traffic bridge, but it can also be used to suppress vibrations in towers, buildings, antennas, etc.
以上で述べたこの発明によれば、時間帯によ
り、受動的システムと能動的システムとを切換え
ることにより、効率的な振動制御と省電力化を達
成することができる。 According to the invention described above, efficient vibration control and power saving can be achieved by switching between the passive system and the active system depending on the time of day.
第1図は交通路橋を示す概略構成図、第2図は
本発明の一実施例の方法を実現するための昼間の
制御システムを示す構成図、第3図は第2図の動
電形アクチユエータを示す断面図、第4図は本発
明の一実施例の方法を実現するための夜間の制御
システムを示す構成図、第5図は本発明の一実施
例の方法を実現するための制御システムを示す構
成図である。
1……橋梁、2……橋脚、3……動電形アクチ
ユエータ、4a,4b……連結棒、5……受電装
置、6……電気負荷、7……センサ、8……制御
装置、31……コイル保持具、32……駆動コイ
ル、33……励磁ヨーク、34……永久磁石、8
1……前置増幅器、82……制御回路、83……
励磁電源、尚、図中、同一符号は同一又は相当部
分を示す。
FIG. 1 is a schematic configuration diagram showing a traffic bridge, FIG. 2 is a configuration diagram showing a daytime control system for implementing the method of an embodiment of the present invention, and FIG. 3 is an electrodynamic actuator shown in FIG. 2. 4 is a block diagram showing a nighttime control system for implementing the method of one embodiment of the present invention, and FIG. 5 is a control system for implementing the method of one embodiment of the present invention. FIG. DESCRIPTION OF SYMBOLS 1... Bridge, 2... Pier, 3... Electrodynamic actuator, 4a, 4b... Connecting rod, 5... Power receiving device, 6... Electric load, 7... Sensor, 8... Control device, 31 ... Coil holder, 32 ... Drive coil, 33 ... Excitation yoke, 34 ... Permanent magnet, 8
1... Preamplifier, 82... Control circuit, 83...
Excitation power source: In the figures, the same reference numerals indicate the same or corresponding parts.
Claims (1)
する検出手段と、上記振動体に装着され、上記検
出手段によつて検出された振動量に対応する制御
力を発生させる動電形アクユエータを備え、上記
振動体の振動による低周波振動公害の影響の大き
い時間帯には、上記振動体に取り付けた検出手段
により上記振動体の振動量を検出し、この振動量
に対応する制御力を上記動電形アクチユエータに
生じさせ、上記時間帯と異なる時間帯には、上記
動電形アクチユエータを電磁ダンパとして動作さ
せ、受動的な制御力を印加させるように切り換え
ることを特徴とする振動制御方法。1. A detection means for detecting the amount of vibration of a vibrating body that vibrates in response to an external force, and an electrodynamic actuator that is attached to the vibrating body and generates a control force corresponding to the amount of vibration detected by the detection means. In preparation, during times when the influence of low-frequency vibration pollution caused by the vibration of the vibrating body is large, the amount of vibration of the vibrating body is detected by the detection means attached to the vibrating body, and the control force corresponding to this vibration amount is applied to the A vibration control method, characterized in that the electrodynamic actuator is caused to generate vibrations in an electrodynamic actuator, and during a time period different from the above-mentioned time period, the electrodynamic actuator is operated as an electromagnetic damper and switched to apply a passive control force.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4109482A JPS58160411A (en) | 1982-03-16 | 1982-03-16 | Vibration control apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4109482A JPS58160411A (en) | 1982-03-16 | 1982-03-16 | Vibration control apparatus |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58160411A JPS58160411A (en) | 1983-09-22 |
| JPH0156204B2 true JPH0156204B2 (en) | 1989-11-29 |
Family
ID=12598884
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4109482A Granted JPS58160411A (en) | 1982-03-16 | 1982-03-16 | Vibration control apparatus |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58160411A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH086487B2 (en) * | 1989-01-17 | 1996-01-24 | 鹿島建設株式会社 | Combined type vibration control / wind control device |
-
1982
- 1982-03-16 JP JP4109482A patent/JPS58160411A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS58160411A (en) | 1983-09-22 |
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