JP2662500B2 - Excitation / braking system for measuring structure and vibration characteristics - Google Patents
Excitation / braking system for measuring structure and vibration characteristicsInfo
- Publication number
- JP2662500B2 JP2662500B2 JP6015484A JP1548494A JP2662500B2 JP 2662500 B2 JP2662500 B2 JP 2662500B2 JP 6015484 A JP6015484 A JP 6015484A JP 1548494 A JP1548494 A JP 1548494A JP 2662500 B2 JP2662500 B2 JP 2662500B2
- Authority
- JP
- Japan
- Prior art keywords
- vibration
- braking
- resistor
- vibrator
- braking system
- 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 - Lifetime
Links
- 230000005284 excitation Effects 0.000 title description 6
- 238000013016 damping Methods 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 5
- 238000006243 chemical reaction Methods 0.000 claims description 3
- 238000006073 displacement reaction Methods 0.000 claims description 3
- 230000010355 oscillation Effects 0.000 description 7
- 238000005259 measurement Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 239000003550 marker Substances 0.000 description 3
- 238000012360 testing method Methods 0.000 description 3
- 239000004020 conductor Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 230000005923 long-lasting effect Effects 0.000 description 1
- 230000003287 optical effect Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
- Aerodynamic Tests, Hydrodynamic Tests, Wind Tunnels, And Water Tanks (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は、構造物の振動特性を
調べるため、構造物に所望の振動を加えたり、振動に対
して可変制動力を加えることのできる加振・制動システ
ムに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vibration / damping system capable of applying a desired vibration to a structure or applying a variable braking force to the vibration in order to examine the vibration characteristics of the structure.
【0002】[0002]
【従来の技術】近年、長大橋の建設が盛んである。この
ような長大橋の設計に当たっては、その橋の目的、建設
する橋の周囲の地形との整合性、およびこの橋の上を走
行する車両の動荷重等を計算に入れて機械的な安定性を
保証することが必要である。その外、このような長大橋
は気候、天候に対しても機械的に充分に安定で、どんな
気象条件の下でも橋としての機能を失わない高い信頼性
を有する必要がある。風の影響を受けて橋が崩壊するこ
とも知られている。例えば、タコマ橋(アメリカ/コロ
ラド川)の事故は特に有名である。吊橋、斜張橋等が採
用されている長大橋を設計するには、現在では想定され
得る風の影響を全て事前に調査することが必要不可欠で
ある。風によって空力的な力が橋に作用し、振動を発生
する。この振動が減衰しない場合、橋の崩壊が起こる。
機械的および空力的に安定な橋を建設するには、適当な
構造を採用してどんな気象条件の下でも振動を減衰させ
る必要がある。2. Description of the Related Art In recent years, the construction of long bridges has been active. In designing such a long bridge, mechanical stability is taken into account by calculating the purpose of the bridge, consistency with the topography around the bridge to be constructed, and the dynamic load of vehicles traveling on this bridge. It is necessary to guarantee. In addition, such a long bridge needs to be mechanically sufficiently stable against climate and weather, and have high reliability not to lose its function as a bridge under any weather conditions. It is also known that the bridge collapses under the influence of the wind. For example, the accident at the Tacoma Bridge (USA / Colorado River) is particularly famous. In order to design a long bridge that employs suspension bridges, cable-stayed bridges, etc., it is indispensable to investigate all possible current wind effects in advance. Aerodynamic forces act on the bridge due to the wind, causing vibration. If this vibration is not damped, the bridge will collapse.
To build a mechanically and aerodynamically stable bridge, it is necessary to employ appropriate structures to dampen vibration under any weather conditions.
【0003】この種の機械的特性の調査では、実際の橋
を小型化した模型を風洞内に置き、この模型に適当な風
を当てて、その振動特性、安定性等を定量的に計測し
て、使用に耐える実際の橋を判定する。ここで、図1を
参照しながら、この種の測定で採用されている従来技術
による加振・制動システムを説明する。In this type of mechanical characteristic investigation, a miniaturized model of an actual bridge is placed in a wind tunnel, an appropriate wind is applied to the model, and its vibration characteristics and stability are quantitatively measured. To determine the actual bridge that can be used. Here, with reference to FIG. 1, a description will be given of a conventional excitation / braking system employed in this type of measurement.
【0004】先ず、実際の橋を所定の比率で縮小した橋
の模型1を作製し、この模型1の長手方向の両端の中心
軸線の位置に連結ロッド2A,2A′の一端を連結し、他
端にそれぞれ軸線に垂直な向きの支持アーム2B,2B′
を固定連結する。この支持アーム2B の両端にそれぞれ
一対の支持バネ31,31′および32,32′を接続する。
同様に、支持アーム2B′の両端にそれぞれ一対の支持
バネ33,33′および34,34′を接続し、模型1を水平
中吊り状態に支持する。この場合、模型1をその側面に
風が当たるように支持し、4対の支持バネ31,31′〜
34,34′を風洞外に置く。更に、橋の模型1の長手方
向の中央部分の軸線方向に垂直な両端にそれぞれ細い線
材51,52 (例えば、ピアノ線)を介して固設されれた
加振器41,42 の可動片を連結する。この種の加振器
は、外部電源(図示せず)から供給される駆動電流をこ
の加振器41,42 の入力接続端子101′, 101″およ
び102′, 102″に導入すると、可動片が電気機械的
に変位する変換器である。つまり、この種の加振器は電
動移動コイル式の変換器で可動片に永久磁石を有し、本
体である固定子内にこの永久磁石に磁力を与える磁界発
生コイルを内蔵しているトランスデューサである。もち
ろん、これ等の加振器41,42 も風洞外に設置する。[0004] First, to prepare a model 1 of the bridge obtained by reducing the actual bridge in a predetermined ratio, and connecting one end of the connecting rod 2 A, 2 A 'to the position of the center axis of the longitudinal ends of the Model 1 , The other end of the support arm 2 B, 2 B ′ oriented perpendicular to the axis.
Is fixedly connected. Each end of the support arm 2 B connecting the pair of support springs 3 1, 3 1 'and 3 2, 3 2'.
Similarly, 'to both ends of a pair of support springs 3 3, 3 3' support arm 2 B connects and 3 4, 3 4 ', supports the model 1 hanging in a horizontal state. In this case, the model 1 is supported so that the wind hits the side surface, and four pairs of support springs 3 1, 3 1 ′-
3 Put 4, the 3 4 'outside the wind tunnel. Furthermore, the longitudinal direction of the respective thin wires 5 1 in the axial direction perpendicular to both ends of the central portion of the model 1 of the bridge, 5 2 (e.g., piano wire) was is fixed through the vibrator 4 1, 4 2 Are connected. This type of vibrator is input connection 10 of the external power source the vibrator driving current supplied from the (not shown) 4 1, 4 2 ', 10 1' and 10 2 ', 10 2' , The movable piece is a transducer that is displaced electromechanically. In other words, this type of vibrator is an electric moving coil type transducer that has a permanent magnet on the movable piece and a built-in magnetic field generating coil that applies magnetic force to this permanent magnet in the stator that is the main body. is there. Of course, the vibrator 4 1 of this like, 4 2 also installed outside the wind tunnel.
【0005】このような配置で計測を行うには、先ず支
持バネ31,31′〜34,34′の取付位置を適当に調節し
て、風向き(矢印A)に対して橋の模型1を適当な仰角
となるように配置し、所定強度の風を吹き付ける。次い
で、加振器41,42 に駆動電流を供給して模型1に所定
周波数の振動を与える。この振動が一定の振幅に達した
ら、駆動電流用の導線を両加振器41,42 の入力接続端
子101′, 101″および102′, 102″から切り離
し、これ等の入力接続端子に制動用抵抗を接続し、加振
器41,42 を一種の制動器として働かせて模型1 の振動
に制動を加える。これ等の種々の振動状態、つまり、定
常振動状態および減衰振動状態の下で、模型の運動を逐
一測定するため、例えば支持アーム2B の両脇の適当な
ところにそれぞれ1つのマーカーあるいは検出用の鏡6
A,6B を設けて置き、このマーカー6A,6B を、例えば
光学計測装置(図示せず)から放射される光を用いて観
測し、両マーカー6A,6B の変位を測定する。こうして
模型の振動状態を計測できる。マーカーはもちろん必要
に応じて橋の模型1自体に直接取り付けることもでき
る。[0005] To perform the measurement in such an arrangement, firstly the support spring 3 1, 3 1 Adjust 'to 3 4, 3 4' the mounting position of the appropriate wind direction of the bridge against (arrow A) The model 1 is arranged at an appropriate elevation angle, and a wind of a predetermined strength is blown. Then, providing vibration of a predetermined frequency on the model 1 by supplying a driving current to the vibrator 4 1, 4 2. If this vibration reaches a certain amplitude, the drive both vibrator 4 1 conductors of current, 4 2 input connection terminal 10 1 ', 10 1' and 10 2 ', 10 2' separated from this, etc. a braking resistor connected to the input connection, apply a braking to the vibration of the model 1 exerts a vibrator 4 1, 4 2 as a type of damper. This etc. Various vibration state of, that is, under steady oscillation state and damping vibration state, in order to minutely measure the movement of the model, for example, the support arm 2 for each one marker or detection in a suitable place on both sides of the B Mirror 6
Place provided A, 6 B, the marker 6 A, 6 B, for example observed by using a light emitted from the optical measuring device (not shown), for measuring the displacement of both markers 6 A, 6 B . Thus, the vibration state of the model can be measured. The marker can of course be attached directly to the bridge model 1 itself if necessary.
【0006】上記の配置では、2種の振動モードを発生
させることができる。即ち、両方の加振器41,42 が全
く同一の機能と性能を有し、同相の駆動電流で駆動され
ていれば、軸線に対する両加振点の距離が等しいため、
模型1は上下方向に往復振動する。これに反して、加振
器41,42 が逆相の駆動電流で駆動されていれば、同様
な理由により模型1は軸線周りに捩じれ振動、所謂ピッ
チング振動を行う。実際には上下/ピッチング振動の連
成振動が生じる。橋の安定性を判定するには、種々の風
を種々の仰角で模型1に加えている条件の下で、両方の
振動モードあるいは連成振動モードに対して加振器41,
42 を制動状態にして振動の推移を調べる。その場合、
この系の制動の程度(減衰率)を可変するため、以下に
説明するように、各加振器41,42 に外付けの制動用抵
抗を接続する。検査する振動は通常 0.1〜 30 Hzの範囲
で、風や制動の強さに関する種々の条件下で振動が減衰
するのか、漸次増大するのか、あるいは長期間持続した
ままであるかを実験的に調べる。In the above arrangement, two types of vibration modes can be generated. That is, if both vibrators 4 1 and 4 2 have exactly the same function and performance, and are driven by the same-phase drive current, the distance between both vibrating points with respect to the axis is equal.
The model 1 reciprocates vertically. On the other hand, if the vibrators 4 1 and 4 2 are driven by driving currents having opposite phases, the model 1 performs torsional vibration around the axis, so-called pitching vibration, for the same reason. Actually, coupled vibration of vertical / pitching vibration occurs. To determine the stability of the bridge, the exciter 41, for both vibration modes or coupled vibration modes, under the condition that various winds are applied to the model 1 at various elevation angles .
4 2 in the braking state examine the transition of vibration. In that case,
To vary the degree (attenuation factor) of the braking of the system, as described below, to connect the braking resistor external to the vibrator 4 1, 4 2. The vibrations to be tested are typically in the range of 0.1 to 30 Hz, and are used to experimentally determine whether the vibrations attenuate, increase gradually, or remain long-lasting under various conditions of wind and braking strength .
【0007】次に、両方の振動モードの制動状態での駆
動方法を図2を用いて説明する。図2aの回路は両方の
加振器41,42 の駆動電流入力端(図示せず)を短絡し
た状態で、しかもそれぞれ付属する入力接続端子1
01′,101″および102′,102″を介して接続さ
れた2つの抵抗R1 と1つの抵抗R2 で構成されてい
る。この場合、機械的振動を電気により発生していた加
振器41,42 の電気・機械変換部は、今度は可動片の永
久磁石の運動により励磁コイルに電圧を誘起する機械・
電気変換部となり一種の発電機のような作用をするの
で、それを記号Nにして表す。この発電機Nの供給する
電力は外付け抵抗R1,R2 で消費される電力から逆算出
できる。Next, a driving method in a braking state in both vibration modes will be described with reference to FIG. A state circuit shorted both vibrator 4 1, 4 2 of the drive current input terminal (not shown) in FIG. 2a, moreover input connection 1 that comes respectively
0 1 ', 10 1' and 10 2 ', 10 2' is constituted with two resistors R 1, which are connected via a single resistor R 2. In this case, mechanical vibration exciter 4 1 was generated by electricity, 4 2 of electromechanical conversion unit, in turn induces a voltage in the excitation coil by the motion of the permanent magnets of the movable piece machinery and
It functions as a kind of generator, acting as an electrical converter, and is represented by the symbol N. Power supplies of this generator N can reverse calculation from the power consumed by the external resistor R 1, R 2.
【0008】このような結線回路で加振器41,42 が互
いに同相の関係で入力端を短絡された場合(上下振動モ
ードの減衰状態)、図2bの等価回路の作用と同等であ
る。つまり、各加振器41 または42 の消費する電力W
P はそれぞれ左かたは右の分割閉鎖回路のみ考えるだけ
でよいので、 WP =E1 2/(R1+ 2R2) となる。ここで、以後、各抵抗の抵抗値を便宜上その抵
抗に付けた参照符号とする。また、E1 は各加振器41
または42 に生じるその時の出力電圧である。[0008] If the vibrator 4 1, 4 2 are shorted inputs in phase relationship to each other in such a connection circuit (attenuation state of vertical vibration mode) is equivalent to the action of an equivalent circuit of Figure 2b . That is, consumption electric power W of the vibrator 4 1 or 4 2
Each P leftward it is only considered only the right of dividing a closed circuit, and W P = E 1 2 / ( R 1 + 2R 2). Here, hereinafter, the resistance value of each resistor is referred to as a reference numeral attached to the resistor for convenience. In addition, E 1 is each vibrator 4 1
Or the output voltage at that time that occurs 4 2.
【0009】これに反して、同じ結線回路にあって加振
器41,42 が互いに逆相の関係で入力端を短絡した場合
(ピッチ振動モードの減衰状態)、E2 =−E1 である
ため、抵抗R2 には電流が流れない。従って、各加振器
41 または42 の消費電力W A はそれぞれ WA = (E1−E2)2/2R1 = 2E1 2/R1 となる。On the other hand, if the same connection circuit
Vessel 41,4TwoInput terminals are short-circuited in opposite phase relationship
(Attenuation state of pitch vibration mode), ETwo= -E1Is
Therefore, the resistance RTwoNo current flows through. Therefore, each exciter
41Or 4TwoPower consumption W AIs WA= (E1-ETwo)Two/ 2R1= 2E1 Two/ R1 Becomes
【0010】結局、上下振動モードでの制動力は抵抗R
1 とR2 で決まるが、ピッチ振動モードでの制動力は抵
抗R1 だけで決まる。実際の試験では、風力と仰角に関
して種々の条件下で、上下振動モードとピッチ振動モー
ドが複合する連成振動をそれぞれ種々の周波数と種々の
振幅に関して調べる必要がある。このような膨大な測定
を行うに際して、両振動モードでの制動力を可変するに
は可変すべき抵抗が両モードで異なるため、その都度再
調整する必要があり、非常に煩雑で作業能率が極めて悪
い。After all, the braking force in the vertical vibration mode is the resistance R
Determined by 1 and R 2, but the braking force at the pitch vibration mode is determined by only the resistance R 1. In an actual test, it is necessary to examine the combined vibration in which the vertical vibration mode and the pitch vibration mode are combined under various conditions regarding the wind force and the elevation angle with respect to various frequencies and various amplitudes, respectively. In performing such a huge measurement, since the resistance to be varied differs between the two modes in order to vary the braking force in the two vibration modes, it is necessary to readjust each time, and it is very complicated and the work efficiency is extremely high. bad.
【0011】[0011]
【発明が解決しようとする課題】上に説明した従来技術
に見られる難点に鑑み、この発明の課題は、上下振動モ
ードとピッチ振動モードでの制動力を独立して可変で
き、自由に設定でき、それ故に測定の作業能率を高める
ことのできる、冒頭に述べた種類の加振・制動システム
を提供することにある。SUMMARY OF THE INVENTION In view of the above-mentioned disadvantages of the prior art, an object of the present invention is to make it possible to independently change the braking force in the vertical vibration mode and the pitch vibration mode, and to freely set the braking force. An object of the present invention is to provide a vibration and braking system of the kind mentioned at the outset, which makes it possible to increase the efficiency of the measurement.
【0012】[0012]
【課題を解決するための手段】上記の課題は、この発明
により、構造物の互いに異なる2つの位置にそれぞれ1
つの加振器41,42 を機械的に連結し、各加振器41,4
2 の入力接続端子10 1′, 101″, 102′, 102″
に電源より駆動電流を入力して上記構造物に並進変位と
回転変位を加えることができ、前記入力接続端子を電源
から切り離し、これ等の入力接続端子に制動用の抵抗を
接続して加振器41,42 に制動力を加えることができ、
前記加振器41,42 が互いに等しい電気・機械変換能力
を有し、両加振器41,42 の同極の入力接続端子の間に
それぞれ1つの抵抗R4,R5を接続し、異極の入力接続
端子間にそれぞれ1つの抵抗R6,R7 を接続している、
構造物の振動特性計測用の加振・制動システムによって
解決されている。SUMMARY OF THE INVENTION The above-mentioned object is achieved by the present invention.
Each of the two positions of the structure
Four shakers 41,4TwoMechanically connected to each other,1,4
TwoInput connection terminal 10 1′,101″,10Two′,10Two″
Input the drive current from the power supply to the
A rotational displacement can be applied, and the input connection terminal
And connect a braking resistor to these input connection terminals.
Connect to shaker 41,4TwoBraking force,
The vibrator 41,4TwoElectrical-to-mechanical conversion capacity
And both exciters 41,4TwoBetween input connection terminals of the same polarity
One resistor R eachFour,RFiveConnect the different polarity input connection
One resistor R between terminals6,R7Are connected,
Excitation and braking systems for measuring vibration characteristics of structures
Has been resolved.
【0013】この発明による他の有利な構成は、特許請
求の範囲の従属請求項に記載されている。[0013] Further advantageous configurations according to the invention are set out in the dependent claims.
【0014】[0014]
【実施例】以下、図面を参照してこの発明を好適実施例
に基づきより詳しく説明する。この発明による加振・制
動システムを制動状態で使用するには、2つの加振器4
1,42 の入力接続端子101′,101″および1
02′,102″に図3のように循環閉鎖する配置の2つ
の抵抗R4,R5 および交差接続する配置の2つの抵抗R
6,R7 を接続する。上下振動モードとピッチング振動モ
ードの制動状態の場合での各加振器41 または42 の供
給電力は、図1の従来の技術の装置で説明した手順と同
一の手順で解析できる。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail with reference to the drawings based on preferred embodiments. In order to use the vibration and braking system according to the present invention in a braking state, two vibration exciters 4 are required.
1, 4 2 input connection terminals 10 1 ′, 10 1 ″ and 1
0 2 ′, 10 2 ″, two resistors R 4, R 5 in a closed-circuit arrangement and two resistors R in a cross-connected arrangement as shown in FIG.
6, to connect the R 7. Power supplied per vibrator 4 1 or 4 2 in the case of the braking state of the vertical vibration mode and the pitching vibration mode can be analyzed in the procedure identical to the procedure described in devices of the prior art of FIG.
【0015】上下振動モードでは加振器41,42 の変換
器Nの発生電圧が互いに同相(E1=E2 )であるた
め、電流は抵抗R4 とR5 を流れず、抵抗R6 とR7 を
流れる。従って、消費電力WH は WH = 4E1 2/(R6+R7) となる。[0015] For voltage generated by vertical vibration mode vibrator 4 1, 4 2 transducers N are mutually phase (E 1 = E 2), no current flows through the resistor R 4 and R 5, the resistor R flowing through the 6 and R 7. Therefore, the power consumption W H becomes W H = 4E 1 2 / ( R 6 + R 7).
【0016】これに反して、ピッチング振動モードでは
加振器41,42 の変換器Nの発生電圧が互いに逆相(E
1 =−E2 )であるため、電流は抵抗R6 とR7 を流れ
ず、抵抗R4 とR5 を流れる。従って、消費電力WP は WP = 4E1 2/(R4+R5) となる。[0016] Contrary to this, in the pitching vibration mode vibrator 4 1, 4 2 transducers N of the generated voltage opposite phase (E
Since 1 = −E 2 ), the current does not flow through the resistors R 6 and R 7, but flows through the resistors R 4 and R 5 . Therefore, the power consumption W P becomes W P = 4E 1 2 / ( R 4 + R 5).
【0017】上下振動とピッチング振動を含む連成振動
モードで励起した後、制動状態に移行させた場合、各加
振器41,42 の制動状態を全く独立した状態で調整でき
る。何故なら、上に求めた両方の振動モードでの消費電
力WH,WP を互いに無関係な抵抗R6,R7 および抵抗R
4,R5 で決めることができるからである。従って、上で
説明した従来技術に見られる加振器41,42 の制動力の
可変で煩雑な調整の問題を完全に排除できる。[0017] After excitation in coupled vibration modes including vertical vibration and pitching vibration, if allowed to shift to the braking state, it is possible to adjust the respective vibrator 4 1, 4 2 in the braking state in a totally independent state. This is because the power consumptions W H and W P in both vibration modes obtained above are converted to the resistances R 6 and R 7 and the resistance R
4, it is because it is possible to decide in R 5. Therefore, the problem of complicated adjustment variable of the braking force of the conventional described above techniques pressurized seen in exciter 4 1, 4 2 can be completely eliminated.
【0018】更に、この発明による他の有利な構成で
は、抵抗R4 とR5 および抵抗R6 とR7 をそれぞれ同
じ値にする。つまりR4 =R5 =RA およびR6 =R7
=RBとすると(図4参照)、消費電力を更に簡単な
式、 WH = 2E1 2/RB および WP = 2E1 2/RA で表すことができ、それに応じて可変すべき抵抗の種類
も2種に低減できる。Furthermore, in another advantageous configuration according to the invention, the resistors R 4 and R 5 and the resistors R 6 and R 7 have the same value, respectively. That is, R 4 = R 5 = R A and R 6 = R 7
= When R B (see FIG. 4), a simpler expression power consumption, can be represented by W H = 2E 1 2 / R B and W P = 2E 1 2 / R A, should be varied accordingly The number of types of resistors can be reduced to two.
【0019】以上の説明では、煩雑を避けるため、図面
に示した抵抗をいずれも固定抵抗で表示した。しかし、
実際には制動力を広範囲に変える必要があるため、どの
抵抗も1個の可変抵抗か、あるいは直列に接続された各
1個の固定抵抗と可変抵抗で構成する。In the above description, in order to avoid complication, all the resistors shown in the drawings are represented by fixed resistors. But,
Actually, since the braking force needs to be changed over a wide range, each resistor is composed of one variable resistor or one fixed resistor and one variable resistor connected in series.
【0020】この発明による更に有利な他の構成では、
図3の抵抗結線回路で2つの可変抵抗RA および2つの
可変抵抗RB をそれぞれ1個の二連可変抵抗器で構成す
れば、抵抗調整が一回の操作ですみ、両方の抵抗の設定
値を確実に決めることができる。従って、測定作業の操
作性が著しく向上する。In a further advantageous configuration according to the invention,
By configuring two variable resistors R A and two variable resistors R B each one duplicate variable resistor with resistance connection circuit of Figure 3, the resistance adjustment requires only one operation, setting of both resistance The value can be determined reliably. Therefore, the operability of the measurement operation is significantly improved.
【0021】ここに、最後に述べた最も有利なこの発明
の加振・制動システムの総合回路を図5に示す。両加振
器41,42 に駆動電流を流す電源は、発振ユニット2
0,駆動出力回路221,222 および調節可変部を暗示
する抵抗R0 を有する非均衡調整回路24とで構成され
ている。発振ユニット20に付属する周波数調節部RFQ
と振幅調整部RAMP を適当に調節して、発振ユニット2
0から所望周波数と所望振幅の振動電圧を発生する。発
振ユニット20の上記出力電圧を一方で駆動出力回路2
21 に直接導入し、他方で非均衡調整回路24を経由し
て発振ユニット20の出力とは異なる値の出力を駆動出
力回路222 に導入する。両駆動出力回路221,222
で電圧を駆動電流に変換してスイッチSWを介して、対
応する加振器41,42 の入力接続端子101′,101″
および102′,102″に導入する。この場合、非均衡
回路24では、調節可変部を調節して、例えば駆動出力
回路221 に送る電圧と同じ電圧で同相または逆相にし
たり、電圧値を変えてアンバランスな電圧に可変でき
る。Here, FIG. 5 shows the last and most advantageous integrated circuit of the vibration and braking system of the present invention. The power source for supplying the drive current to both vibrators 4 1 and 4 2 is the oscillation unit 2
0, a drive output circuit 22 1, 22 2 and an unbalance adjustment circuit 24 having a resistance R 0 implying an adjustment variable section. Frequency adjustment unit R FQ attached to oscillation unit 20
And the amplitude adjustment unit RAMP are adjusted appropriately, and the oscillation unit 2
An oscillating voltage having a desired frequency and a desired amplitude is generated from zero. On the other hand, the output voltage of the oscillation unit 20 is
2 1 was introduced directly into, for introducing the output to drive the output circuit 22 2 for different values of the output of the other in a non-equilibrium adjustment circuit 24 via the oscillation unit 20. Both drive output circuits 22 1, 22 2
In through the switch SW to convert the voltage to a driving current, corresponding vibrator 4 1, 4 2 input connection terminal 10 1 ', 10 1'
And 10 2 ', introduced into 10 2 ". In this case, the unbalanced circuit 24, by adjusting the adjusting variable portion, or in-phase or reverse-phase at the same voltage as the voltage to send, for example, in the driving output circuit 22 1, the voltage The value can be changed to an unbalanced voltage.
【0022】加振状態では、スイッチSWにより駆動出
力回路221,222 をそれぞれ加振器41,42 に接続し
て、電力を加振器41,42 に導入する。制動状態に移る
には、スイッチSWを切り換え、各加振器41,42 の入
力接続端子101′,101″および102′,102″を
可変制動抵抗RA,RB に接続する。[0022] In vibration state, connect the drive output circuit 22 1 by a switch SW, 22 2 to each vibrator 4 1, 4 2, to introduce the power to vibrator 4 1, 4 2. To go to the braking state, switches the switch SW, the vibrator 4 1, 4 2 input connection terminal 10 1 ', 10 1' and 10 2 ', 10 2' variable damping resistor R A, the R B Connecting.
【0023】以上、風洞中の橋の模型を例として振動特
性を調べる加振・制動システムを説明した。しかし、こ
のシステムを他の構造物、例えば実際の橋、建物等に直
接連結し、並進運動と回転運動を含む振動特性を調べる
ことできることは言うまでもない。In the above, the excitation / braking system for examining the vibration characteristics has been described using a model of a bridge in a wind tunnel as an example. However, it goes without saying that the system can be directly connected to other structures, such as actual bridges, buildings, etc., and to investigate vibration characteristics including translational and rotational movements.
【0024】[0024]
【発明の効果】以上説明したように、この発明による加
振・制動系を使用すると、上下振動モードとピッチ振動
モードに対する制動力を独立に自由に可変できるので、
多種の条件下で行われる構造物の振動安定性に関する試
験を能率良く実行できる。As described above, when the vibration / braking system according to the present invention is used, the braking force for the vertical vibration mode and the pitch vibration mode can be independently and freely varied.
Tests on the vibration stability of structures performed under various conditions can be efficiently executed.
【図1】橋の機械的強度を計測する場合に一般的に採用
される風洞試験の測定器具の配置図である。FIG. 1 is a layout view of a measurement instrument for wind tunnel test generally used when measuring the mechanical strength of a bridge.
【図2】加振器の制動特性を可変する従来の技術による
加振・制動システムの抵抗結線図(a)およびこの回路
を解析し易くして等価回路図(b)である。FIGS. 2A and 2B are a resistance connection diagram (a) of a vibration and braking system according to a conventional technique for changing a braking characteristic of a vibration exciter, and an equivalent circuit diagram (b) of the circuit for facilitating analysis.
【図3】加振器の制動特性を可変するこの発明による加
振・制動システムの抵抗結線図である。FIG. 3 is a resistance connection diagram of a vibration / braking system according to the present invention that varies a braking characteristic of a vibration exciter.
【図4】加振器の制動特性を可変するこの発明による加
振・制動システムの有利な抵抗結線図である。FIG. 4 is an advantageous resistance connection diagram of a vibration and braking system according to the invention for varying the braking characteristics of a vibration exciter.
【図5】この発明による加振・制動システムの総合結線
図である。FIG. 5 is an overall connection diagram of the vibration and braking system according to the present invention.
1 模型 2A,2A ′ 連結ロッド 2B,2B ′ 支持アーム 31 〜34,31′〜34′ 支持バネ 41,42 加振器 51,52 連結線材 6A,6B マーカー 101′, 101″, 102′, 102″ 入力接続端子 R1 〜R7,RA,RB 制動可変用抵抗 SW 切換スイッチ 20 発振ユニット 221,222 駆動出力回路 24 非均衡調節回路1 Model 2 A, 2 A 'connecting rod 2 B, 2 B' supporting arm 3 1 to 3 4, 3 1 'to 3 4' supporting spring 4 1, 4 2 vibrator 5 1, 5 2 connecting wires 6 A , 6 B markers 10 1 ', 10 1', 10 2 ', 10 2' input connection R 1 ~R 7, R A, R B braking variable resistor SW change-over switch 20 oscillation unit 22 1, 22 2 drive output Circuit 24 Unbalanced adjustment circuit
Claims (5)
ぞれ1つの加振器(41,42 )を機械的に連結し、各加
振器(41,42 )の入力接続端子(101′, 101″,
102′, 102″)に電源より駆動電流を入力して上記
構造物に並進変位と回転変位を加えることができ、前記
入力接続端子を電源から切り離し、可変制動用抵抗を接
続して加振器(41,42 )に制動力を与えることのでき
る、構造物の振動特性計測用の加振・制動システムにお
いて、 前記加振器(41,42 )が互いに等しい電気・機械変換
能力を有し、両加振器(41,42 )の同極の入力接続端
子の間にそれぞれ1つの抵抗(R4,R5 )を接続し、異
極の入力接続端子間にそれぞれ1つの抵抗(R6,R7 )
を接続していることを特徴とする加振・制動システム。1. The method according to claim 1, wherein the two positions of the structure are different from each other.
Each exciter (41,4Two) Are connected mechanically,
Shaker (41,4Two) Input connection terminal (101′, 101″,
10Two′,10TwoInput the drive current from the power supply to
Translational and rotational displacements can be applied to the structure;
Disconnect the input connection terminal from the power supply and connect a variable braking resistor.
Continue with the shaker (41,4Two) Can provide braking force
Vibration and braking systems for measuring the vibration characteristics of structures
And the vibrator (41,4Two) Electric-mechanical conversion
With the ability, both shakers (41,4Two) Unipolar input connection end
One resistor (RFour,RFive) Connect different
One resistor (R6,R7)
A vibration / braking system, characterized by connecting
一抵抗値(RA )であり、異極の可変制動用抵抗(R6,
R7 )も同一抵抗値(RB )であることを特徴とする請
求項1に記載の加振・制動システム。2. A resistance variable braking homopolar (R 4, R 5) have the same resistance value (R A), the resistance variable damping of the different poles (R 6,
R 7) also vibration-damping system according to claim 1, characterized in that the same resistance value (R B).
6,R7 )はそれぞれ1個の二連可変抵抗で構成されてい
ることを特徴とする請求項2に記載の加振・制動システ
ム。3. A variable damping resistor pairs (R 4, R 5 and R
6. The vibration / braking system according to claim 2, wherein each of R 6, R 7 ) comprises one double variable resistor.
34,31′〜34′)で支持された橋の模型(1)であ
り、加振器(41,42 )は模型(1)の長手方向の中央
に連結線材(51,52 )を介して連結されていることを
特徴とする請求項1〜3のいずれか1項に記載の加振・
制動システム。Wherein said structure is supported in a wind tunnel spring (3 1 -
This is a model (1) of a bridge supported by 3 4, 3 1 ′ to 3 4 ′), and a vibrator (4 1, 4 2 ) has a connecting wire (5 1 ) at the center in the longitudinal direction of the model (1). , 5 2 ).
Braking system.
する可動片と、この永久磁石に磁力を加える磁界発生コ
イルを内蔵する本体とから成る電動移動式変換器である
ことを特徴とする請求項1〜4のいずれか1項に記載の
加振・制動システム。5. The electric exciter (4 1, 4 2 ) is an electric moving type converter comprising a movable piece having a permanent magnet and a main body having a built-in magnetic field generating coil for applying a magnetic force to the permanent magnet. The vibration / braking system according to any one of claims 1 to 4, characterized in that:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6015484A JP2662500B2 (en) | 1994-02-09 | 1994-02-09 | Excitation / braking system for measuring structure and vibration characteristics |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6015484A JP2662500B2 (en) | 1994-02-09 | 1994-02-09 | Excitation / braking system for measuring structure and vibration characteristics |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH07225175A JPH07225175A (en) | 1995-08-22 |
| JP2662500B2 true JP2662500B2 (en) | 1997-10-15 |
Family
ID=11890077
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6015484A Expired - Lifetime JP2662500B2 (en) | 1994-02-09 | 1994-02-09 | Excitation / braking system for measuring structure and vibration characteristics |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2662500B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107529616B (en) * | 2017-08-04 | 2023-08-25 | 天津大学 | Variable damping device and method suitable for flow induced vibration test |
| CN113551887B (en) * | 2020-04-07 | 2023-07-11 | 中国航天科工飞航技术研究院(中国航天海鹰机电技术研究院) | Ground test system and method for vehicle-mounted two-degree-of-freedom electromagnetic damping coil |
-
1994
- 1994-02-09 JP JP6015484A patent/JP2662500B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH07225175A (en) | 1995-08-22 |
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