JP2535576Y2 - Damping device - Google Patents
Damping deviceInfo
- Publication number
- JP2535576Y2 JP2535576Y2 JP665591U JP665591U JP2535576Y2 JP 2535576 Y2 JP2535576 Y2 JP 2535576Y2 JP 665591 U JP665591 U JP 665591U JP 665591 U JP665591 U JP 665591U JP 2535576 Y2 JP2535576 Y2 JP 2535576Y2
- Authority
- JP
- Japan
- Prior art keywords
- tank
- rigid
- damping device
- tanks
- rigid tanks
- 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 - Fee Related
Links
Landscapes
- Combined Devices Of Dampers And Springs (AREA)
- Vibration Prevention Devices (AREA)
Description
【0001】[0001]
【産業上の利用分野】本考案は船舶の上部構造の制振や
建物、大型鉄構物などの陸上構造物の制振に好適な制振
装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vibration damping device suitable for damping a superstructure of a ship or a land structure such as a building or a large steel structure.
【0002】[0002]
【従来の技術】従来から構造物の防振手段の1つとして
動吸振器が知られている。動吸振器の基本的な構成は図
4に示すようになっており、振動子10がばね11を介
して支持台12に支持され、その固有振動数は振動子1
0の質量とばね11の剛性とで決まる。振動子10の質
量とばね11の剛性とを適当に選んで動吸振器の固有振
動数を構造物の振動数fo に一致させると、図3に示す
ように動吸振器の作用によって構造物の振動は実線で示
す特性から破線で示すようになり、振動低減効果が得ら
れる。2. Description of the Related Art A dynamic vibration absorber has been known as one of vibration damping means for a structure. The basic configuration of the dynamic vibration absorber is as shown in FIG. 4, in which a vibrator 10 is supported on a support base 12 via a spring 11 and its natural frequency is
0 and the rigidity of the spring 11. When the natural frequency of the dynamic vibration reducer to match the frequency f o of the structure by selecting a stiffness of the mass and the spring 11 of the vibrator 10 suitably, the structure by the action of the dynamic vibration reducer 3 Is changed from the characteristic shown by the solid line to the one shown by the broken line, and the vibration reduction effect is obtained.
【0003】また船舶の制振対策に用いられている制振
装置は図5に縦断面を示すようにU字形連通タンクの水
を利用している。タンクの水は矢印方向に動き、その固
有周期(固有振動数)はタンクの大きさが決まると一義
的に決まる。この場合も、この制振装置の固有振動数を
船舶の振動数に一致させることによって、前記動吸振器
と同様な振動低減効果が得られる。Further, a vibration damping device used as a vibration damping measure for a ship uses water in a U-shaped communication tank as shown in FIG. The water in the tank moves in the direction of the arrow, and its natural period (natural frequency) is uniquely determined when the size of the tank is determined. Also in this case, the same vibration reduction effect as that of the dynamic vibration absorber can be obtained by matching the natural frequency of the vibration damping device with the frequency of the ship.
【0004】[0004]
【考案が解決しようとする課題】前述の動吸振器の場合
には以下の問題がある。 (a) 振動子の振幅が大きくなり、ばねの強度上の不安が
ある。 (b) 大形の動吸振器は、ばね機構の設計・製作が難し
い。 (c) 振動数の調節には振動子の質量やばね剛性を変える
必要があり特に大形のものでは簡単に行えない。The above-described dynamic vibration absorber has the following problems. (a) The amplitude of the vibrator increases, and there is a concern about the strength of the spring. (b) For large dynamic vibration absorbers, it is difficult to design and manufacture a spring mechanism. (c) To adjust the frequency, it is necessary to change the mass and spring rigidity of the vibrator.
【0005】一方、U字形連通タンクにおいて固有振動
数を低くするためには、タンクの大型化が必要となる。On the other hand, in order to lower the natural frequency of the U-shaped communication tank, it is necessary to increase the size of the tank.
【0006】本考案は、上記従来の制振装置の欠点を解
消し、ばねを用いないという利点を有するU字形連通タ
ンクを基本として、大形化することなく低い固有振動数
を有する制振装置を提供しようとするものである。The present invention is based on a U-shaped communication tank which has the advantage of eliminating the disadvantages of the above-mentioned conventional vibration damping device and not using a spring, and has a low natural frequency without increasing the size. It is intended to provide.
【0007】[0007]
【課題を解決するための手段】本考案は前記課題を解決
したものであって、一対の堅形タンクと、同一対の堅形
タンクの間に設けられ同各堅形タンクに連通する水平タ
ンクを備え、内部に液体が満されてU字形連通タンクを
構成する制振装置において、前記各堅形タンクと水平タ
ンクとの間に直接的な連通を阻止する仕切壁を有し、前
記各堅形タンクの下部と同堅形タンクに隣接する前記水
平タンクの下部とがそれぞれ下方へ延長され連通させら
れた迂回路を介して連通していることを特徴とする制振
装置に関するものである。SUMMARY OF THE INVENTION The present invention solves the above-mentioned problems, and comprises a pair of rigid tanks, and a horizontal tank provided between the same pair of rigid tanks and communicating with the respective rigid tanks. A damping device comprising a U-shaped communication tank filled with liquid therein, comprising a partition wall for preventing direct communication between each of the rigid tanks and the horizontal tank; The present invention relates to a vibration damping device, wherein a lower part of a shaped tank and a lower part of the horizontal tank adjacent to the rigid tank are communicated via detours which are extended and communicated downward, respectively.
【0008】[0008]
【作用】U字形連通タンクにおいては両堅形タンクの液
面間の等価長さを大にすれば、固有振動数を小にするこ
とができる。本考案では、U字形連通タンクの本体部の
寸法を大形化することなく、下部に延長迂回路を設け
て、実質的に等価長さを大にし、これによって固有振動
数を小さくしている。In the case of a U-shaped communication tank, the natural frequency can be reduced by increasing the equivalent length between the liquid surfaces of the rigid tanks. In the present invention, without increasing the size of the main body of the U-shaped communication tank, an extended bypass is provided at the lower portion to substantially increase the equivalent length, thereby reducing the natural frequency. .
【0009】[0009]
【実施例】図1は本考案の一実施例の断面図である。図
において、4a,4bはそれぞれ堅形タンク、1は上記
両堅形タンクを連通する水平タンク、2は上記タンクに
満されている液体、13a,13bは各堅形タンクと水
平タンクの隣接部の直接的な連通を阻止するように設け
られた仕切壁、3a,3bは上記仕切壁の下方に延長し
て設けられた迂回路であり、仕切壁によって阻止された
部分を迂回する連通部である。6a,6bは堅形タンク
上部の空気室、5a,5bは同空気室を連通させる連通
配管、5は空気室6a,6bに空気を供給し、空気室圧
力を変化させるための空気供給配管、7は弁であり、配
管5の流通を遮断するものである。9は水平タンク1内
の残留空気を抜くための空気抜き弁、8は据付台であ
る。またLは両堅形タンクの液面間の距離を液の移動方
向に沿って計った等価長さである。本装置は全体として
U字形連通タンクを構成する。FIG. 1 is a sectional view of an embodiment of the present invention. In the figure, 4a and 4b are rigid tanks respectively, 1 is a horizontal tank communicating with the rigid tanks, 2 is a liquid filled in the tanks, 13a and 13b are adjacent portions of the rigid tanks and the horizontal tank. The partition walls 3a and 3b are provided so as to prevent direct communication of the partition walls, and are detours provided to extend below the partition walls, and are communication portions that bypass the portions blocked by the partition walls. is there. 6a and 6b are air chambers above the rigid tank, 5a and 5b are communication pipes for communicating the air chambers, 5 is an air supply pipe for supplying air to the air chambers 6a and 6b and changing the air chamber pressure, Reference numeral 7 denotes a valve which shuts off the flow of the pipe 5. Reference numeral 9 denotes an air release valve for releasing residual air in the horizontal tank 1, and reference numeral 8 denotes a mounting base. L is the equivalent length of the distance between the liquid surfaces of both rigid tanks measured along the direction of liquid movement. This device constitutes a U-shaped communication tank as a whole.
【0010】U字形連通タンクの固有振動数fは弁7が
開放状態の時、次式であらわされる。When the valve 7 is open, the natural frequency f of the U-shaped communication tank is expressed by the following equation.
【0011】[0011]
【数1】 (Equation 1)
【0012】ただし、 g:重力加速度 L:等価長さ すなわち、等価長さLを大にすれば固有振動数を小に
(振動周期を大に)することができる。本実施例は堅形
タンクの下方に延長した迂回路を設けることによって、
等価長さを長くすることができるので、従来のU字形連
通タンクの本体部(迂回路を除く部分)の縦横奥行き寸
法が同一の場合には、図2に示すようにより固有振動数
を小に(周期を大に)することができる。したがってU
字形連通タンクの本体部を大形化することなく固有振動
数の低い制振装置を提供することができる。G: gravitational acceleration L: equivalent length That is, if the equivalent length L is increased, the natural frequency can be reduced (the oscillation period is increased). In this embodiment, by providing a detour extending below the rigid tank,
Since the equivalent length can be increased, when the vertical and horizontal depth dimensions of the main body portion (excluding the bypass) of the conventional U-shaped communication tank are the same, the natural frequency is reduced as shown in FIG. (A large period). Therefore U
A vibration damping device having a low natural frequency can be provided without increasing the size of the main body of the character-shaped communication tank.
【0013】[0013]
【考案の効果】本考案の制振装置においては、各堅形タ
ンクと水平タンクとの間に直接的な連通を阻止する仕切
壁を有し、各堅形タンクの下部と同堅形タンクに隣接す
る水平タンクの下部とがそれぞれ下方へ延長され連通さ
せられた迂回路を介して連通しているので、U字形連通
タンクを大形化することなく低い固有振動数を有する制
振装置を提供することができる。[Effect of the Invention] The vibration damping device of the present invention has a partition wall for preventing direct communication between each rigid tank and the horizontal tank, and is provided at the lower part of each rigid tank and the same rigid tank. Provided is a vibration damping device having a low natural frequency without increasing the size of the U-shaped communication tank because the lower parts of the adjacent horizontal tanks are communicated with each other via a detour that is extended downward and communicated with each other. can do.
【図1】本考案の一実施例の断面図。FIG. 1 is a sectional view of an embodiment of the present invention.
【図2】上記実施例と従来のU字形制振タンクの効果比
較図。FIG. 2 is a comparison diagram of the effects of the above embodiment and a conventional U-shaped damping tank.
【図3】動吸振器の作用説明図。FIG. 3 is a diagram illustrating the operation of the dynamic vibration absorber.
【図4】従来の制振装置の第1の例としての動吸振器の
断面図。FIG. 4 is a sectional view of a dynamic vibration absorber as a first example of a conventional vibration damping device.
【図5】従来の制振装置の第2の例としてのU字形制限
タンクの断面図。FIG. 5 is a cross-sectional view of a U-shaped restriction tank as a second example of a conventional vibration damping device.
1 水平タンク 2 液体 3a,3b 迂回路 4a,4b 堅形タンク 5 空気供給配管 5a,5b 連通配管 6a,6b 空気室 7 弁 8 据付台 9 空気抜き弁 10 振動子 11 ばね 12 支持台 13a,13b 仕切壁 DESCRIPTION OF SYMBOLS 1 Horizontal tank 2 Liquid 3a, 3b Detour 4a, 4b Rigid tank 5 Air supply piping 5a, 5b Communication piping 6a, 6b Air chamber 7 Valve 8 Installation stand 9 Air release valve 10 Vibrator 11 Spring 12 Support base 13a, 13b Partition wall
Claims (1)
クの間に設けられ同各堅形タンクに連通する水平タンク
を備え、内部に液体が満されてU字形連通タンクを構成
する制振装置において、前記各堅形タンクと水平タンク
との間に直接的な連通を阻止する仕切壁を有し、前記各
堅形タンクの下部と同堅形タンクに隣接する前記水平タ
ンクの下部とがそれぞれ下方へ延長され連通させられた
迂回路を介して連通していることを特徴とする制振装
置。1. A tank having a pair of rigid tanks and a horizontal tank provided between the pair of rigid tanks and communicating with each of the rigid tanks, which is filled with liquid to form a U-shaped communicating tank. In the vibration damping device, a partition wall for preventing direct communication between each of the rigid tanks and the horizontal tank is provided, and a lower portion of each of the rigid tanks and a lower portion of the horizontal tank adjacent to the rigid tanks Are communicated via detours which extend downward and are communicated with each other.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP665591U JP2535576Y2 (en) | 1991-02-18 | 1991-02-18 | Damping device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP665591U JP2535576Y2 (en) | 1991-02-18 | 1991-02-18 | Damping device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04105233U JPH04105233U (en) | 1992-09-10 |
JP2535576Y2 true JP2535576Y2 (en) | 1997-05-14 |
Family
ID=31898986
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP665591U Expired - Fee Related JP2535576Y2 (en) | 1991-02-18 | 1991-02-18 | Damping device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2535576Y2 (en) |
-
1991
- 1991-02-18 JP JP665591U patent/JP2535576Y2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH04105233U (en) | 1992-09-10 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19961217 |
|
LAPS | Cancellation because of no payment of annual fees |