JPH03239835A - Damper malfunction detecting method - Google Patents
Damper malfunction detecting methodInfo
- Publication number
- JPH03239835A JPH03239835A JP3780090A JP3780090A JPH03239835A JP H03239835 A JPH03239835 A JP H03239835A JP 3780090 A JP3780090 A JP 3780090A JP 3780090 A JP3780090 A JP 3780090A JP H03239835 A JPH03239835 A JP H03239835A
- Authority
- JP
- Japan
- Prior art keywords
- correlation
- occurrence
- acceleration
- malfunction
- damper
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 10
- 230000007257 malfunction Effects 0.000 title claims abstract description 9
- 230000001133 acceleration Effects 0.000 claims abstract description 8
- 238000006073 displacement reaction Methods 0.000 claims abstract description 5
- 238000013016 damping Methods 0.000 claims description 18
- 238000007689 inspection Methods 0.000 description 5
- 208000032368 Device malfunction Diseases 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005530 etching Methods 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 1
- 230000005856 abnormality Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は構造物等に使用する制振装置誤動作検知方法に
関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for detecting malfunction of a vibration damping device used in structures and the like.
制振装置の誤動作を検知するには、従来、制御回路を2
系列あるいは3系列に並列的に設けてどれかが違う指令
を出すと、故障と判断するか、あるいは、多数決で指令
を採用するなどの方法が採られている。Conventionally, two control circuits were used to detect malfunctions of vibration damping devices.
If a series or three series are provided in parallel and one of them issues a different command, it is determined to be a failure, or the command is adopted by majority vote.
しかしながら、このような方法では、いずれもコストが
嵩むので不経済である。However, all of these methods are uneconomical as they increase costs.
本発明は、このような事情に鑑みて提案されせずに、点
検時のみ一時的に本番することのできる経済的な制振装
置誤動作検知方法を提供することを目的とする。An object of the present invention is to provide an economical vibration damping device malfunction detection method that can be put into practical use temporarily only during inspections, instead of being proposed in view of the above circumstances.
そのために本発明は、被制振構造物の加速度。 To this end, the present invention aims to reduce the acceleration of a structure to be damped.
速度又は変位と、制振装置による駆動力との相関関係R
。アを求め、両者のタイムラグS−〇における上記相関
関係RXyが+側か一側かに偏ることにより及び又は相
関関係Rxyの一側の極小値に対応するタイムラグSの
大小により誤動作の発生の有無を検知することを特徴と
する。Correlation R between speed or displacement and driving force by vibration damping device
. A is determined, and whether or not a malfunction occurs due to the above correlation RXy being biased to the + side or one side at the time lag S-〇 between the two, or due to the size of the time lag S corresponding to the minimum value on one side of the correlation Rxy. It is characterized by detecting.
このような構成によれば、制振装置の動きが対象構造物
の振動を抑制するように動いているのか、又はコンピュ
ーターの故障等で対象構造物を加振するように動いてい
るのかの別が判る。According to this configuration, it is possible to distinguish between whether the vibration damping device is moving to suppress the vibration of the target structure or whether it is moving to excite the target structure due to a computer failure, etc. I understand.
本発明を建造物の風速変動によるパフエツチング振動の
制振に適用した一実施例を図面にっは制振装置の性能が
若干低下した場合の線図、は、建物の加速度の最大応答
値は制振しないとき17.Ogal であったものが、
7.2galに低減する。The drawing shows an example in which the present invention is applied to damping puff etching vibration caused by wind speed fluctuations in a building. When not damping 17. What was Ogal,
Reduced to 7.2 gal.
しかしながら、制振装置の性能がやや低下した場合は第
2図に示すように、建物加速度の最小値は11.1ga
l である。However, if the performance of the damping device deteriorates slightly, the minimum value of the building acceleration will be 11.1 ga, as shown in Figure 2.
It is l.
もし、制振装置が誤動して逆に加振機として作用した場
合、建物加速度の最大値は19.1gal となり、制
振しないときの17.Ogal に比べて増加する。If the vibration damping device malfunctions and instead acts as a vibration exciter, the maximum building acceleration will be 19.1 gal, compared to 17.1 gal when vibration damping is not performed. Increases compared to Ogal.
タイムラグ(S)=Oにおける相関R,yを見ると、第
1図でばR,、′4−0.75、第2図ではR8ア#−
o、ts、第3図ではR11,ち0.5であり、S=0
の相関が+側になれば、装置の状態が異常になったもの
と判断することができる。Looking at the correlation R, y at time lag (S) = O, in Figure 1 it is R,,'4-0.75, and in Figure 2 it is R8 a#-.
o, ts, in Figure 3 R11, which is 0.5, S = 0
If the correlation becomes positive, it can be determined that the state of the device has become abnormal.
また、相関RMyの一側の極小値が出るタイムラグ(S
)の値をみると、第1図では、S#0.0、第2図では
S’=−1,0sec、第3図では、S#3.5sec
であり、この例ではS = −1,5〜−2,0sec
以下になると、装置に異常が生じたと判断できる。In addition, the time lag (S
) in Figure 1, S#0.0, in Figure 2, S' = -1.0sec, and in Figure 3, S#3.5sec.
In this example, S = −1,5 to −2,0 sec
If the following occurs, it can be determined that an abnormality has occurred in the device.
上記の方法の実施のための必要な機器は、建物の振動を
検出するピックアンプと、モーターのトルクメーターと
アナライザーだけであるから、これらの機器は常設して
おく必要はなく、点検時のみセットして点検することも
可能であり、複数台の制振装置がある場合でも、1M用
意するだけで、点検ができ、安価である。The only equipment required to implement the above method is a pick amplifier to detect vibrations in the building, a motor torque meter, and an analyzer, so these devices do not need to be installed permanently and are set only during inspections. Even if there are multiple vibration damping devices, inspection can be done with just 1M of damping devices, making it inexpensive.
また、本発明方法は制御回路とは全く別に独立した点検
方法であるため、安全性が高い。Furthermore, since the method of the present invention is an independent inspection method that is completely separate from the control circuit, it is highly safe.
要するに本発明によれば、被制振構造物の加速度、速度
又は変位と、制振装置による駆動力との相関関係RII
、を求め、両者のタイムラグS−〇における上記相関関
係RIlyが+側か一側かに偏ることにより及び又は相
関関係Rヨ、の一側の極小値に対応するタイムラグSの
大小により誤動作の発生の有無を検知することにより、
安価で、しかも場合によっては常設せずに、点検時のみ
一時的に付設することのできる経済的な制振装置誤動作
検知方法を得るから、本発明は産業上極めて有益なもの
である。In short, according to the present invention, the correlation RII between the acceleration, velocity, or displacement of the structure to be damped and the driving force by the damping device
, and a malfunction occurs due to the above correlation RIly biasing to the + side or one side at the time lag S-〇 between the two, or due to the size of the time lag S corresponding to the minimum value on one side of the correlation Ryo. By detecting the presence or absence of
The present invention is industrially extremely useful because it provides an economical method for detecting vibration damping device malfunctions that is inexpensive and can be temporarily installed only during inspections without having to permanently install the device.
第1図は本発明を建造物の風速変動によるパフエツチン
グ振動の制振に適用した一実施例で建造物加速度とモー
タートルクとの正常な関係を示す線図、第2図は制振装
置の性能が若干低下した場合の1a図、第3図は制振装
置が異常動作した場合の線図である。
第1図
を鵡R〜(3)
第2図
1jtrne ftl夕 (SンFigure 1 shows an example of applying the present invention to damping puff etching vibrations caused by wind speed fluctuations in a building, and is a diagram showing the normal relationship between building acceleration and motor torque. FIG. 1a shows a case where the performance is slightly degraded, and FIG. 3 shows a diagram when the vibration damping device operates abnormally. Figure 1 - (3) Figure 2
Claims (1)
よる駆動力との相関関係R_x_yを求め、両者のタイ
ムラグS=0における上記相関関係R_x_yが+側か
−側かに偏ることにより及び又は相関関係R_x_yの
一側の極小値に対応するタイムラグSの大小により誤動
作の発生の有無を検知することを特徴とする制振装置誤
動作検知方法。The correlation R_x_y between the acceleration, velocity, or displacement of the structure to be damped and the driving force by the damping device is determined, and when the time lag between the two is S=0, the correlation R_x_y is biased toward the + side or the - side. Alternatively, a method for detecting malfunction of a damping device, characterized in that the presence or absence of a malfunction is detected based on the magnitude of a time lag S corresponding to a local minimum value on one side of the correlation R_x_y.
Priority Applications (9)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2037800A JP2680712B2 (en) | 1990-02-19 | 1990-02-19 | Vibration control device malfunction detection method |
NZ235423A NZ235423A (en) | 1989-10-18 | 1990-09-24 | Dynamic damper which absorbs building vibration in any horizontal direction |
CA002026351A CA2026351C (en) | 1989-10-18 | 1990-09-27 | Dynamic damper and method for detecting malfunction of a dynamic damper |
CA002188959A CA2188959C (en) | 1989-10-18 | 1990-09-27 | Dynamic damper and method for detecting malfunction of a dynamic damper |
AU63713/90A AU629405B2 (en) | 1989-10-18 | 1990-09-28 | Dynamic damper and method for detecting malfunction of a dynamic damper |
US07/591,554 US5168967A (en) | 1989-10-18 | 1990-10-01 | Dynamic damper and method for detecting malfunction of dynamic damper |
EP90250252A EP0428239B1 (en) | 1989-10-18 | 1990-10-04 | Dynamic damper and method for detecting malfunction of a dynamic damper |
DE69018774T DE69018774T2 (en) | 1989-10-18 | 1990-10-04 | Dynamic damper and method for determining the malfunction of a dynamic damper. |
HK12897A HK12897A (en) | 1989-10-18 | 1997-02-05 | Dynamic damper and method for detecting malfuntion of a dynamic damper |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2037800A JP2680712B2 (en) | 1990-02-19 | 1990-02-19 | Vibration control device malfunction detection method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03239835A true JPH03239835A (en) | 1991-10-25 |
JP2680712B2 JP2680712B2 (en) | 1997-11-19 |
Family
ID=12507585
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2037800A Expired - Fee Related JP2680712B2 (en) | 1989-10-18 | 1990-02-19 | Vibration control device malfunction detection method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2680712B2 (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02221725A (en) * | 1989-02-23 | 1990-09-04 | Kajima Corp | Safety monitor for active type earthquake-wind controlling device |
-
1990
- 1990-02-19 JP JP2037800A patent/JP2680712B2/en not_active Expired - Fee Related
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02221725A (en) * | 1989-02-23 | 1990-09-04 | Kajima Corp | Safety monitor for active type earthquake-wind controlling device |
Also Published As
Publication number | Publication date |
---|---|
JP2680712B2 (en) | 1997-11-19 |
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