JPS58178704A - Vibration control apparatus - Google Patents

Vibration control apparatus

Info

Publication number
JPS58178704A
JPS58178704A JP6141682A JP6141682A JPS58178704A JP S58178704 A JPS58178704 A JP S58178704A JP 6141682 A JP6141682 A JP 6141682A JP 6141682 A JP6141682 A JP 6141682A JP S58178704 A JPS58178704 A JP S58178704A
Authority
JP
Japan
Prior art keywords
vibration
bridge
control
force
vibration control
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
Application number
JP6141682A
Other languages
Japanese (ja)
Other versions
JPH0157205B2 (en
Inventor
増田 隆広
茂一 阪部
藤野 正太郎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Electric Corp
Original Assignee
Mitsubishi Electric Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Mitsubishi Electric Corp filed Critical Mitsubishi Electric Corp
Priority to JP6141682A priority Critical patent/JPS58178704A/en
Publication of JPS58178704A publication Critical patent/JPS58178704A/en
Publication of JPH0157205B2 publication Critical patent/JPH0157205B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Bridges Or Land Bridges (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は遍路倫、鉄道倫等の低周波振動を低減する振動
制御装置Itrc関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a vibration control device Itrc that reduces low frequency vibrations on pilgrimage routes, railway routes, etc.

一般に、交通路倫は第1図に示したように。In general, traffic routes are as shown in Figure 1.

*梁山の両端を橋脚(2)で支承した構成を有する。*It has a structure in which both ends of the beam are supported by piers (2).

この他の変通路倫においては、償梁上を走行する車両数
の増加、走行速度の増大に伴なって。
In other cases of irregular roads, the number of vehicles running on the bridge increases and the speed of travel increases.

路僑には過大の外力が印力0され、さらKは、憤In閣
の長大化に伴なう橋梁の曲は剛性の低下に相まって、路
檎には極めて大きいfi!IIhが誘起される。このよ
うな蚕IIJは、状況によっては画業の振動によって、
大気が空気圧振動を発生し。
An excessive external force is applied to the road trip, and the bending of the bridge due to the length of the bridge, combined with a decrease in rigidity, causes an extremely large amount of force on the road trip! IIh is induced. Depending on the situation, this type of silkworm IIJ may be affected by the vibrations of the painting industry.
The atmosphere generates air pressure vibrations.

これが周囲に伝ばする通常30ヘルツ以Fの低周波の背
圧彼となシ、いわゆる低周波公害として表面化する場合
がある。ざらには、地盤への振動伝播にLり近接する建
物、住宅等をゆるがせ。
This can manifest as low-frequency back pressure, usually 30 hertz or higher, that is transmitted to the surrounding area, so-called low-frequency pollution. In general, loosen buildings, houses, etc. that are close to the vibration propagation to the ground.

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。
This causes shutters, glass doors, etc. to rattle and vibrate. or,
The vibrations of houses themselves cause vibration pollution, causing great discomfort to residents.

こうし友、数音振動公害の発生amとなる。This will result in the occurrence of several tones of vibration pollution.

交通路橘の振動の対策には、従来、橋梁、橋脚の補強に
よる剛性の増大、あるいri、Ml#@脚を併設し、橋
梁の支承*r*t*すなどして、交通路僑のfRIlb
性状の改善、変更、さらには、大気に伝播する低周波背
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っていた。
Conventionally, countermeasures against vibrations on traffic roads include increasing rigidity by reinforcing bridges and piers, or installing ri, Ml#@ piers to support bridges *r*t*. fRIlb
Efforts were made to reduce the discomfort caused to residents by improving and changing the properties, and by installing soundproof walls, covers, etc. to insulate the low-frequency back 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。However, with such conventional measures.

十分な振動・騒晋低減効果が得られていないが実状であ
り、また、既設の交通路橋に抽助矯脚の併設、m采の?
III強等では、土地空間の利用金併なう、@理的な制
約で受けることが多く。
The reality is that sufficient vibration and noise reduction effects have not been achieved, and the existing traffic bridges have been fitted with auxiliary legs.
In the case of the upper III level, the use of land and space is often subject to financial constraints as well as logical constraints.

施工上の問題点などの欠点があった。There were drawbacks such as construction problems.

本発明は、上記のような従来の振動低減対策とは、根本
的に差14をなすもので、交通路倫に。
The present invention is fundamentally different from the conventional vibration reduction measures as described above, and is suitable for traffic roads.

七〇)虜動性状に応じ友蚕動制御力を積極的に印加させ
ることにニジ、交通路橋の振動低減および、その振動性
状の改1!を図る振動制御装置に関するものである。
70) Vibration reduction of traffic road bridges and improvement of their vibration properties by actively applying motion control force according to the captive properties! The present invention relates to a vibration control device that achieves.

第2図に不発4AVcおける制御カブロック概念図を示
す。(3)は振動低減の対象とする交通路膚振動系(4
)は撮動検出器、(5)はIJ#回路、(6)は制御力
を発生する駆77′+11器である。a3Fi償宋山へ
取り付けた検出器であり、11梁の振動を検出する。
Fig. 2 shows a conceptual diagram of the control block in 4AVc misfire. (3) is the road surface vibration system (4) that is targeted for vibration reduction.
) is an imaging detector, (5) is an IJ# circuit, and (6) is a drive unit 77'+11 that generates a control force. This is a detector installed on the a3Fi Asonshan Mountain and detects the vibrations of 11 beams.

このような、構成[ニジ、交通路倫の振動(変位、速度
加速度]の物理緩(憤梁の変位、速匿、加速度全演出器
(4)で計測し、この検出信号を制御回路(5)へ送り
この振動に応じた制御力を制−回路(5)を介して駆動
機器(6)よシ発生せしめ。
The vibrations (displacement, velocity acceleration) of the structure [displacement, velocity acceleration] of the structure [displacement, velocity acceleration] are measured by the total effector (4), and this detection signal is sent to the control circuit (5). ), and a control force corresponding to this vibration is generated by the drive device (6) via the control circuit (5).

上記制御力t−遅接41[111,アームUαを介して
交通路橋+31に印加し、交通路橋山の振動低減を4成
する。
The control force t-delayed connection 41 [111 is applied to the traffic road bridge +31 via the arm Uα to reduce the vibration of the traffic road bridge.

本発明は、上記の構成ニジ酸る交通路橘の振動制御装置
のうち、m動機器(6)に関するものであ夛1本発明の
一実施例を第3図に示す。第3図におイテ、山II′i
=梁、(2)は横脚、u〔は橋41llK取り付けたア
ーム、■は油圧加振器本体0口りは遅接弾である。
The present invention relates to a vibration control device for traffic roads having the above-mentioned structure, and relates to a moving device (6).An embodiment of the present invention is shown in FIG. Ite in Figure 3, Mt. II'i
= Beam, (2) is the horizontal leg, u [ is the arm attached to the bridge 41llK, ■ is the hydraulic exciter body, and the 0 mouth is the slow impact bullet.

この発明は、油圧加振器本体しの押引力金利用し、これ
に取シ付は友二つの遅接伸先端間のスパンtを伸mさせ
ることに1勺、償采山にモーメントを付加し、上記の振
動制御に賛する制御力を得るものである。また押引力の
調!&は油圧加振器のコントローラ(図示せず]に印加
する螺圧を変化させることによって可能であシ。
This invention utilizes the push/pull force of the main body of the hydraulic vibrator, and the attachment is attached to it to extend the span t between the two ends of the slow extension, and add a moment to the extension. However, the control force that supports the above-mentioned vibration control is obtained. Push/pull force again! & can be made by changing the screw pressure applied to the controller (not shown) of the hydraulic exciter.

容易に第2図に示すンステム中に組み込むことができる
It can be easily incorporated into the system shown in FIG.

なお、上記の実施例では、父通路倫の1采の両端にアー
ムを取り付≦ナアームの他端どうしを油圧加振器・連接
棒で結合する#It成としたが。
In the above embodiment, the arms are attached to both ends of one pot of the main passage connection, and the other ends of the na arms are connected to each other using a hydraulic vibrator/connecting rod.

本発明の油圧加振器による駆動法は、他の取付方法でも
工く、また、タワー・ビルアンテナ・床その他の構造物
にも取付方法全工夫することに1勺、a用町nQとなる
The driving method using the hydraulic vibrator of the present invention can be applied to other mounting methods, and it will take a while to devise a complete mounting method for towers, building antennas, floors, and other structures. .

以上のように9不仁の発明によれば、軸方向力押引力を
発生すると共に、軸方向に伸縮可能な油圧加碌器によっ
て駆動するため、他の駆動機器に比べて小型で工夛大き
い@両力が得られる利点がある。
As described above, according to the invention of 9Fujin, since it generates axial push/pull force and is driven by a hydraulic adder that can expand and contract in the axial direction, it is smaller and more complex than other drive devices. It has the advantage of having both powers.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は一般の交通路1tlt−示す斜視図、第2図は
本発明の制a糸枕を示すブロック図、第3図は本発明に
よる油圧加振器の交通路倫への取付の一実施例を示す構
成図である。 図において 山・・・橋梁     (2)・・・+i1脚(3)・
・・傭梁振動系   (4)・・・検出器+51−1.
御回路    (6)・・・駆動機器i71・・・振動
t(8)・・・外力 (9)・・・′@御両力    叫・・・アームulI
・・・連接棒     0・・・油圧加振器本体なお2
図中同一行号は同−又は相当部分を示す。 代理人  葛 野 信 −
Fig. 1 is a perspective view showing a general traffic road, Fig. 2 is a block diagram showing the control a thread pillow of the present invention, and Fig. 3 is an example of how the hydraulic vibrator of the present invention is installed on a traffic road. FIG. 2 is a configuration diagram showing an example. In the diagram, the mountain...Bridge (2)...+i1 leg (3)...
...Birth vibration system (4)...Detector +51-1.
Control circuit (6)...Drive equipment i71...Vibration t(8)...External force (9)...'@Gyoriki Scream...Arm ulI
...Connecting rod 0...Hydraulic vibrator body 2
The same line numbers in the figures indicate the same or corresponding parts. Agent Shin Kuzuno −

Claims (1)

【特許請求の範囲】[Claims] 外力を受Cすて振動を庄する対象構造物の振動制御装置
において、橋梁・橋却自身の闇の真なる2点あるいは、
橋梁・橋脚・地面相互の間に装置した油圧加振器と、上
記振動を検出する友め上記対象構造物に装着した検出器
と、この検出器の検出信号に基づいて上記油圧加振器に
上記振動を抑制する制御力′に庄じさせる制御回路と全
備えたS妨IJ−回路。
In a vibration control device for a target structure that receives external force and suppresses vibration, there are two true dark points of the bridge/hashiri itself, or
A hydraulic exciter installed between the bridge, piers, and the ground; a detector attached to the target structure that detects the vibration; A control circuit that applies a control force to suppress the vibration and a complete S/IJ circuit.
JP6141682A 1982-04-13 1982-04-13 Vibration control apparatus Granted JPS58178704A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6141682A JPS58178704A (en) 1982-04-13 1982-04-13 Vibration control apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6141682A JPS58178704A (en) 1982-04-13 1982-04-13 Vibration control apparatus

Publications (2)

Publication Number Publication Date
JPS58178704A true JPS58178704A (en) 1983-10-19
JPH0157205B2 JPH0157205B2 (en) 1989-12-05

Family

ID=13170474

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6141682A Granted JPS58178704A (en) 1982-04-13 1982-04-13 Vibration control apparatus

Country Status (1)

Country Link
JP (1) JPS58178704A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63153610A (en) * 1986-12-17 1988-06-27 Kobe Steel Ltd Robot controller

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63153610A (en) * 1986-12-17 1988-06-27 Kobe Steel Ltd Robot controller

Also Published As

Publication number Publication date
JPH0157205B2 (en) 1989-12-05

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