JPS622032A - Dynamic vibration damper - Google Patents

Dynamic vibration damper

Info

Publication number
JPS622032A
JPS622032A JP60141190A JP14119085A JPS622032A JP S622032 A JPS622032 A JP S622032A JP 60141190 A JP60141190 A JP 60141190A JP 14119085 A JP14119085 A JP 14119085A JP S622032 A JPS622032 A JP S622032A
Authority
JP
Japan
Prior art keywords
weight
leaf spring
distance
point
dynamic vibration
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
JP60141190A
Other languages
Japanese (ja)
Other versions
JPH0314093B2 (en
Inventor
Kiyoshi Kondo
潔 近藤
Fukuhiko Kataoka
福彦 片岡
Kiyotaka Uno
清隆 宇野
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.)
JFE Engineering Corp
Original Assignee
NKK Corp
Nippon Kokan Ltd
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 NKK Corp, Nippon Kokan Ltd filed Critical NKK Corp
Priority to JP60141190A priority Critical patent/JPS622032A/en
Priority to US06/874,486 priority patent/US4700817A/en
Priority to KR1019860004812A priority patent/KR910000561B1/en
Priority to FI862744A priority patent/FI82758C/en
Priority to DE8686108762T priority patent/DE3666612D1/en
Priority to EP86108762A priority patent/EP0206348B1/en
Publication of JPS622032A publication Critical patent/JPS622032A/en
Publication of JPH0314093B2 publication Critical patent/JPH0314093B2/ja
Granted legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F7/00Vibration-dampers; Shock-absorbers
    • F16F7/10Vibration-dampers; Shock-absorbers using inertia effect
    • F16F7/104Vibration-dampers; Shock-absorbers using inertia effect the inertia member being resiliently mounted
    • F16F7/116Vibration-dampers; Shock-absorbers using inertia effect the inertia member being resiliently mounted on metal springs

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

PURPOSE:To reduce a force which acts on a leaf spring by symmetrically installing both one ends of a pair of leaf springs adjacent to the swinging fulcrum of a weight suspending shaft and increasing distance to a fixed point. CONSTITUTION:An installing point 6a to a suspending shaft 3 is adjacent to a swinging fulcrum 2a of the suspending shaft 3 while, on the other hand, a fixed point 6b to a frame body inner wall is positioned lower than the installing point 6a. That is, the distance l2 to the fixed point 2b from the swinging fulcrum 2a is larger than the distance l1 to the installing point 6a. Accordingly, even when a weight 4 swings large, the displacement of a leaf spring 6 can be made small since the distance l1 from the swinging fulcrum 2a is small, thereby damping a force which acts on the leaf spring.

Description

【発明の詳細な説明】 この発明は振子バネ式の動吸振器に関するものである。[Detailed description of the invention] This invention relates to a pendulum spring type dynamic vibration absorber.

振子バネ式の動吸振器においては、大きなエネルギを吸
収させるため一般に振子の振幅が大きいので、使用する
バネに対して特別の考慮が必要でちる。即ち長時間の使
用に対しても疲労しないように、応力を小さくすること
。また一方バネ定数も成る程度の大きさを有することが
必要である。しかし、従来これらの要求を充足できるよ
うな動吸振器は見当らない。
In a pendulum spring type dynamic vibration absorber, the amplitude of the pendulum is generally large in order to absorb a large amount of energy, so special consideration must be given to the spring used. In other words, stress should be reduced so that fatigue does not occur even when used for long periods of time. On the other hand, it is also necessary that the spring constant be large enough. However, no dynamic vibration reducer has hitherto been found that can satisfy these requirements.

この発明は上記の要求を充足できるようにした動吸振器
を提供することを目的とするものである。
The object of the present invention is to provide a dynamic vibration absorber that can satisfy the above requirements.

この発明の動吸振器は、枠体中心部に重錘を吊下軸を介
して揺動自在に吊下げ且つ一対のU杉板バネを対称に一
端を上記重錘吊下軸の揺動支点に隣設して取付けると共
に他端を上記枠体内壁に固着してなるものである。
The dynamic vibration absorber of the present invention has a weight suspended at the center of the frame through a suspension shaft, and a pair of U cedar leaf springs, one end of which is symmetrically connected to a swinging fulcrum of the weight suspension shaft. The other end is attached to the inner wall of the frame, and the other end is fixed to the inner wall of the frame.

以下この発明の一実施例を図面によυ説明する。筒状枠
体1の天板1aの中心部にブラケット2を垂設し、この
ブラケットに重錘4を下端部に有するit重錘吊下軸が
揺動自在に設けられている。そして断面U形の板バネ6
.6が、その一端を吊下軸3に取付け、他端を枠体1の
内壁に固着して、吊下軸に対して対称に設けられている
。この場合吊下軸3への取付点6aは吊下軸の揺動支点
2aに隣接させてアシ、一方枠体内壁への固着点6bは
上記取付点6aよシ下方に位置させである。即ち揺動支
点2aから取付点6aまでの距離11に対し固着点6b
までの距離12は大きくなっている。
An embodiment of the present invention will be explained below with reference to the drawings. A bracket 2 is suspended from the center of the top plate 1a of the cylindrical frame 1, and a weight hanging shaft having a weight 4 at the lower end thereof is swingably provided on the bracket. and a leaf spring 6 with a U-shaped cross section.
.. 6 is attached to the hanging shaft 3 at one end and fixed to the inner wall of the frame body 1 at the other end, and is provided symmetrically with respect to the hanging shaft. In this case, the attachment point 6a to the suspension shaft 3 is located adjacent to the swing fulcrum 2a of the suspension shaft, while the attachment point 6b to the wall of the frame is located below the attachment point 6a. That is, the distance 11 from the swing fulcrum 2a to the attachment point 6a is
The distance 12 to is increased.

上記構成によシ、重錘4が大きく振れた場合にも取付点
6aの揺動支点2aからの距離l!が小さいので板バネ
6の変位を小さくすることができる。これにより板バネ
に作用する応力を小さくすることができる。また、重@
4の振れに伴い取付点6aで、板バネ6に押圧力Pが作
用し、また板バネ6の変形に伴い取付点6aで吊下軸3
の方向に力が作用し、その反力P′が板バネ6に作用す
る。そして、板バネ6の屈曲点Aにおける曲率半径をr
、また屈曲点Aまでの取付点6aからの距離を13とす
ると、屈曲点Aにおいて板バネ6に作用する曲げモーメ
ントMAはM、=p 13= P’ rとなる。ところ
で同じ長さの板バネ6を用いた場合、1l=12 とし
たと゛  きに比べ、上記のように11<12としたと
きは反力P′が大きくなり、同時に13も大きくなるの
で曲げモーメントMムが小さくなシ、板バネ6に作用す
る応力を更に小さくすることができる。
With the above configuration, even if the weight 4 swings significantly, the distance l of the attachment point 6a from the swing fulcrum 2a! is small, so the displacement of the leaf spring 6 can be made small. This allows the stress acting on the leaf spring to be reduced. Also, heavy @
4, a pressing force P acts on the plate spring 6 at the attachment point 6a, and as the plate spring 6 deforms, the hanging shaft 3 acts on the suspension shaft 3 at the attachment point 6a.
A force acts in the direction of , and its reaction force P' acts on the leaf spring 6. Then, the radius of curvature at the bending point A of the leaf spring 6 is r
, and assuming that the distance from the attachment point 6a to the bending point A is 13, the bending moment MA acting on the leaf spring 6 at the bending point A is M, = p 13 = P' r. By the way, when using leaf springs 6 of the same length, the reaction force P' becomes larger when 11<12 as described above, and 13 also becomes larger than when 1l=12, so the bending moment Since M is small, the stress acting on the leaf spring 6 can be further reduced.

一方取付点位置を重錘4の位置即ちlとしたときの所要
バネ定数をkaqとすると、取付点位置を11とした場
合のバネ定数にはk = ke q (1/l 、)2
とする必要がちるが、これは板バネ6の幅を大きくする
ことによシ対処することができる。
On the other hand, if the required spring constant is kaq when the attachment point position is the position of the weight 4, ie l, then the spring constant when the attachment point position is 11 is k = ke q (1/l,)2
However, this can be solved by increasing the width of the leaf spring 6.

愈お、重錘4を吊下軸3に上下方向に移動可能に設け、
揺動支点からの距離lf、調整することによシ、動吸振
器の固有振動数を調整することができる。また取付点6
aにおける板バネ6の支持をピン支持構造にすることに
よシ板バネ6に作用する応力を緩和することができる。
A weight 4 is installed on the hanging shaft 3 so as to be movable in the vertical direction.
By adjusting the distance lf from the swing fulcrum, the natural frequency of the dynamic vibration absorber can be adjusted. Also, attachment point 6
By supporting the plate spring 6 at point a with a pin support structure, the stress acting on the plate spring 6 can be alleviated.

この発明の動吸振器は上記のようなもので所要のバネ定
数を持つと共に、板バネに作用する応力を小さくするこ
とができる。
The dynamic vibration absorber of the present invention as described above has a required spring constant and can reduce the stress acting on the leaf spring.

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

第1図は本発明の一実施例を枠体を縦断した状態で示す
正面図、第2図は要部の位置関係の説明図、第3図は重
錘が振れたときの説明図である。 1・・・枠体、3・・・吊下軸、4・・・重錘、6・・
・U杉板バネ。
Fig. 1 is a front view of an embodiment of the present invention with the frame body taken longitudinally, Fig. 2 is an explanatory diagram of the positional relationship of the main parts, and Fig. 3 is an explanatory diagram when the weight swings. . 1... Frame body, 3... Hanging shaft, 4... Weight, 6...
・U cedar leaf spring.

Claims (1)

【特許請求の範囲】[Claims] 枠体中心部に重錘を吊下軸を介して揺動自在に吊下げ且
つ一対のU形板バネを対称に一端を上記重錘吊下軸の揺
動支点に隣設して取付けると共に他端を上記枠体内壁に
固着してなる動吸振器
A weight is swingably suspended from the center of the frame via a hanging shaft, and a pair of U-shaped leaf springs are symmetrically attached with one end adjacent to the swinging fulcrum of the weight hanging shaft, and the other. A dynamic vibration absorber whose ends are fixed to the inner wall of the frame.
JP60141190A 1985-06-27 1985-06-27 Dynamic vibration damper Granted JPS622032A (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
JP60141190A JPS622032A (en) 1985-06-27 1985-06-27 Dynamic vibration damper
US06/874,486 US4700817A (en) 1985-06-27 1986-06-16 Dynamic vibration absorber with spring-supported pendulum
KR1019860004812A KR910000561B1 (en) 1985-06-27 1986-06-17 Dynamic vibration absorber with spring-supported pendulum
FI862744A FI82758C (en) 1985-06-27 1986-06-26 Dynamic vibration damper
DE8686108762T DE3666612D1 (en) 1985-06-27 1986-06-27 Dynamic vibration absorber with spring-supported pendulum
EP86108762A EP0206348B1 (en) 1985-06-27 1986-06-27 Dynamic vibration absorber with spring-supported pendulum

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60141190A JPS622032A (en) 1985-06-27 1985-06-27 Dynamic vibration damper

Publications (2)

Publication Number Publication Date
JPS622032A true JPS622032A (en) 1987-01-08
JPH0314093B2 JPH0314093B2 (en) 1991-02-26

Family

ID=15286252

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60141190A Granted JPS622032A (en) 1985-06-27 1985-06-27 Dynamic vibration damper

Country Status (1)

Country Link
JP (1) JPS622032A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001280412A (en) * 2000-03-31 2001-10-10 Mitsubishi Electric Corp Dynamic vibration absorber for rotor and elevator using this absorber
TWI393615B (en) * 2007-05-01 2013-04-21 Hitachi Koki Kk Reciprocating tool
JP2014074346A (en) * 2012-10-03 2014-04-24 Ebara Corp Pump device having dynamic vibration absorber
JP2019530841A (en) * 2016-09-27 2019-10-24 ヴェスタス ウィンド システムズ エー/エス Tower vibration control device

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101298011B1 (en) * 2011-06-27 2013-08-26 김송수 Body floating structure of wind generator

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001280412A (en) * 2000-03-31 2001-10-10 Mitsubishi Electric Corp Dynamic vibration absorber for rotor and elevator using this absorber
TWI393615B (en) * 2007-05-01 2013-04-21 Hitachi Koki Kk Reciprocating tool
JP2014074346A (en) * 2012-10-03 2014-04-24 Ebara Corp Pump device having dynamic vibration absorber
JP2019530841A (en) * 2016-09-27 2019-10-24 ヴェスタス ウィンド システムズ エー/エス Tower vibration control device
US11603678B2 (en) 2016-09-27 2023-03-14 Vestas Wind Systems A/S Tower vibration damper

Also Published As

Publication number Publication date
JPH0314093B2 (en) 1991-02-26

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