JPH04105233U - Vibration damping device - Google Patents

Vibration damping device

Info

Publication number
JPH04105233U
JPH04105233U JP665591U JP665591U JPH04105233U JP H04105233 U JPH04105233 U JP H04105233U JP 665591 U JP665591 U JP 665591U JP 665591 U JP665591 U JP 665591U JP H04105233 U JPH04105233 U JP H04105233U
Authority
JP
Japan
Prior art keywords
tank
rigid
damping device
vibration damping
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.)
Granted
Application number
JP665591U
Other languages
Japanese (ja)
Other versions
JP2535576Y2 (en
Inventor
一誠 藤田
洸二 香川
和久 柳
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 Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP665591U priority Critical patent/JP2535576Y2/en
Publication of JPH04105233U publication Critical patent/JPH04105233U/en
Application granted granted Critical
Publication of JP2535576Y2 publication Critical patent/JP2535576Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Combined Devices Of Dampers And Springs (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

(57)【要約】 【目的】 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
制振装置の本体部を大形化することなくその固有振動数
を低くする。 【構成】 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設け、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をそ
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
通させた。
(57) [Summary] [Purpose] Equipped with a pair of rigid tanks and a horizontal tank that is installed between the same pair of rigid tanks and communicates with each of the rigid tanks, and the inside is filled with liquid and communicates in a U-shape. To lower the natural frequency of a vibration damping device constituting a tank without enlarging its main body. [Structure] A partition wall is provided between each vertical tank and a horizontal tank to prevent direct communication, and the lower part of each vertical tank and the lower part of the horizontal tank adjacent to the same rigid tank are connected downwardly. It was communicated via a detour route that was extended to and communicated with.

Description

【考案の詳細な説明】[Detailed explanation of the idea]

【0001】0001

【産業上の利用分野】[Industrial application field]

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。 This invention can be used to damp the vibrations of the superstructure of ships and land structures such as buildings and large steel structures. The present invention relates to a suitable vibration damping device.

【0002】0002

【従来の技術】[Conventional technology]

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10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。Dynamic vibration absorbers have been known as one type of vibration isolating means for structures. The basic configuration of the dynamic vibration absorber is shown in FIG. It is determined by If the mass of the vibrator 10 and the rigidity of the spring 11 are appropriately selected to match the natural frequency of the dynamic vibration absorber with the frequency f o of the structure, the structure will be The vibration changes from the characteristic shown by the solid line to that shown by the broken line, and a vibration reduction effect can be 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。0003 In addition, the vibration damping device used for ship vibration damping measures is as shown in the vertical section in Figure 5. It uses water from a shape-shaped communication tank. The water in the tank moves in the direction of the arrow and its natural circumference The period (natural frequency) is uniquely determined once the size of the tank is determined. In this case as well, By matching the natural frequency of the vibration damping device to the vibration frequency of the ship, the dynamic vibration damping device can be You can get the same vibration reduction effect as a container.

【0004】0004

【考案が解決しようとする課題】[Problem that the idea aims to solve]

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-mentioned dynamic vibration reducer has the following problems. (a) The amplitude of the vibrator increases and there is concern about the strength of the spring. (b) It is difficult to design and manufacture the spring mechanism for large dynamic vibration absorbers. (c) To adjust the frequency, it is necessary to change the mass and spring stiffness of the vibrator, especially for large ones. This cannot be done easily.

【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。[0005] On the other hand, in order to lower the natural frequency of a U-shaped communication tank, the size of the tank must be Modeling is required.

【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。[0006] The present invention eliminates the drawbacks of the conventional vibration damping devices mentioned above and has the advantage of not using springs. Based on the U-shaped communication tank, it has a low natural frequency without increasing the size. The purpose of this invention is to provide a vibration damping device that

【0007】[0007]

【課題を解決するための手段】[Means to solve the problem]

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。 This invention solves the above problem, and consists of a pair of rigid tanks and an identical pair of rigid tanks. A horizontal tank is installed between the vertical tanks and communicates with each vertical tank. In a vibration damping device whose body is filled to constitute a U-shaped communication tank, each of the rigid tanks and a horizontal tank, each of which has a partition wall that prevents direct communication between the vertical tank and the horizontal tank. and the lower part of the horizontal tank adjacent to the same rigid tank extend downward, respectively. relates to a vibration damping device characterized in that the vibration damping device is connected via a detour path that is connected to the vibration damping device; It is something to do.

【0008】[0008]

【作用】[Effect]

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 a U-shaped communication tank, if the equivalent length between the liquid levels of both vertical tanks is increased, The natural frequency can be reduced. In this invention, the main body of the U-shaped communication tank By providing an extended detour at the bottom without increasing the dimensions, the equivalent length can be substantially increased. This reduces the natural frequency.

【0009】[0009]

【実施例】【Example】

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 respectively Rigid tank, 1 is a horizontal tank that communicates the above two rigid tanks, 2 is a tank that is filled with the above tank. The liquids 13a and 13b are directly adjacent to each vertical tank and horizontal tank. Partition walls 3a and 3b are provided to prevent communication, and extend below the partition walls. A long detour that bypasses a section blocked by a partition wall. Department. 6a and 6b are the air chambers at the top of the rigid tank, and 5a and 5b are the air chambers that communicate with each other. A communication pipe 5 supplies air to the air chambers 6a and 6b and changes the air chamber pressure. The air supply pipe 7 is a valve for shutting off the flow of the pipe 5. 9 8 is an air vent valve for venting residual air in the horizontal tank 1, and 8 is a mounting base. Also L is the equivalent length measured along the direction of liquid movement between the liquid levels of both rigid tanks. . The device as a whole constitutes a U-shaped communication tank.

【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 。0010 The natural frequency f of the U-shaped communication tank is expressed by the following formula when valve 7 is open. .

【0011】[0011]

【数1】 [Math 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。0012 however, g: gravitational acceleration L: equivalent length In other words, increasing the equivalent length L will decrease the natural frequency (increase the vibration period). be able to. This example is implemented by providing a detour extending below the rigid tank. Therefore, the equivalent length can be increased, so the main body of the conventional U-shaped communication tank can be If the length, width and depth dimensions of (excluding the detour) are the same, the It is possible to reduce the natural frequency (increase the period). Therefore, the U-shaped communication It is possible to provide a damping device with a low natural frequency without increasing the size of the main body of the link. can.

【0013】[0013]

【考案の効果】[Effect of the idea]

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。 In the vibration damping device of the present invention, there is a direct connection between each vertical tank and the horizontal tank. The lower part of each rigid tank and the horizontal area adjacent to the same rigid tank have a partition wall to prevent the passage of water. The lower part of the tank communicates with each other via a detour that extends downward and communicates with the lower part of the tank. Therefore, it is possible to create a control system with a low natural frequency without increasing the size of the U-shaped communication tank. A shaking device can be provided.

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

【図1】本考案の一実施例の断面図。FIG. 1 is a sectional view of one 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 diagram comparing 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 an explanatory diagram of the action 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 sectional view of a U-shaped restriction tank as a second example of a conventional vibration damping device.

【符号の説明】[Explanation of symbols]

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 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 vent valve 10 Oscillator 11 Spring 12 Support stand 13a, 13b partition wall

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 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。
Claim 1: A pair of rigid tanks, and a horizontal tank provided between the same pair of rigid tanks and communicating with each of the rigid tanks, the interior of which is filled with liquid to form a U-shaped communication tank. The vibration damping device includes a partition wall that prevents direct communication between each of the rigid tanks and the horizontal tank, and the lower part of each of the rigid tanks and the lower part of the horizontal tank adjacent to the same rigid tank. A vibration damping device characterized in that the two are connected to each other via detours extending downward and communicating with each other.
JP665591U 1991-02-18 1991-02-18 Damping device Expired - Fee Related JP2535576Y2 (en)

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 true JPH04105233U (en) 1992-09-10
JP2535576Y2 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)

Also Published As

Publication number Publication date
JP2535576Y2 (en) 1997-05-14

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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