JP2009208837A - Sloshing damping device - Google Patents

Sloshing damping device Download PDF

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Publication number
JP2009208837A
JP2009208837A JP2008056647A JP2008056647A JP2009208837A JP 2009208837 A JP2009208837 A JP 2009208837A JP 2008056647 A JP2008056647 A JP 2008056647A JP 2008056647 A JP2008056647 A JP 2008056647A JP 2009208837 A JP2009208837 A JP 2009208837A
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liquid
plate
sloshing
floating roof
storage tank
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JP5371265B2 (en
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Tadashi Fukumoto
正 福本
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Nishimatsu Construction Co Ltd
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Nishimatsu Construction Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a sloshing damping device which can be stored as required, capable of not only damping the force of an upward liquid current in the vertical direction which causes the occurrence of a sloshing phenomenon, but also effectively suppressing the oscillation of a floating roof by preventing the liquid current from reaching the floating roof. <P>SOLUTION: The sloshing damping device hangs down that boards 3 from the floating roof 2 so as to immerse the boards in liquid stored in such a manner that the boards are inclined with respect to a level surface. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、液体貯槽のスロッシングを抑制するための装置に関する。   The present invention relates to an apparatus for suppressing sloshing in a liquid storage tank.

石油や水などの液体を大量に貯蔵しておくための施設の一例として浮屋根式の液体貯槽がある。大型の液体貯槽に浮屋根構造を用いることに関しては、建設コストが低く抑えられるというメリットがある一方で、地震時のスロッシング現象の発生により浮屋根が大きく動揺し、貯蔵液が貯槽外部に洩れだしてしまうことがある。   An example of a facility for storing a large amount of liquid such as oil or water is a floating roof type liquid storage tank. The use of a floating roof structure for large liquid storage tanks has the advantage that construction costs can be kept low, but the floating roof is greatly shaken by the occurrence of a sloshing phenomenon during an earthquake, and the stored liquid leaks outside the storage tank. May end up.

こうした問題に対処するため、従来から用いられてきたスロッシング現象の低減技術には、貯蔵液内にワイヤーで係留された抵抗板を浮かべ、貯蔵液の流動を攪乱して運動エネルギーを減衰させることで鉛直方向の液流を低減するスロッシング抑制装置(特許文献1参照)がある。
特開2005−280738号公報
In order to cope with these problems, the sloshing phenomenon reduction technology that has been used in the past is to float a resistance plate anchored with a wire in the storage liquid, and to disturb the flow of the storage liquid to attenuate the kinetic energy. There is a sloshing suppression device (see Patent Document 1) that reduces the liquid flow in the vertical direction.
Japanese Patent Laying-Open No. 2005-280738

しかしながら、従来のスロッシング低減技術は、地震発生時に液体貯槽の壁面付近で発生する貯蔵液の上下動に対して、液流の持つ運動エネルギーを減少させることでその収束を図るものであるが、液体の運動方向まで制御できるものではない上に、抵抗板と浮屋根との間には何も設けられていないことから、鉛直方向上向きの液流が浮屋根に近づいて、浮屋根を押し上げようとするのを回避できないという問題があった。また、内部に配管等の設備がある液体貯槽に対しては、浮屋根が下がったり、貯蔵液が揺れ動いたりしたときに、抵抗板がそれらの設備に衝突してしまう可能性があり、使用が難しいという問題があった。   However, the conventional sloshing reduction technology is intended to converge by reducing the kinetic energy of the liquid flow against the vertical movement of the stored liquid generated near the wall surface of the liquid storage tank when an earthquake occurs. In addition, there is nothing between the resistance plate and the floating roof, so the liquid flow upward in the vertical direction approaches the floating roof and pushes up the floating roof. There was a problem that could not be avoided. In addition, for liquid storage tanks with equipment such as piping inside, there is a possibility that the resistance plate may collide with those equipment when the floating roof is lowered or the stored liquid is shaken. There was a problem that it was difficult.

本発明の課題は、スロッシング現象発生の要因となる鉛直方向上向きの液流の勢いを減衰させるだけでなく、液流が浮屋根まで到達するのを防ぐことでより効果的に浮屋根の動揺を抑えることができ、必要に応じて収納することのできるスロッシング抑制装置付き液体貯槽を提供することである。   The problem of the present invention is not only to attenuate the momentum of the upward liquid flow that causes the sloshing phenomenon, but also to prevent the liquid flow from reaching the floating roof to more effectively sway the floating roof. It is an object of the present invention to provide a liquid storage tank with a sloshing suppression device that can be suppressed and stored as necessary.

以上の課題を解決するため、請求項1に記載の発明は、水平面に対し傾斜をなした状態で、貯蔵液内に浸るように浮屋根から吊り下げられた板を有することを特徴としている。   In order to solve the above problems, the invention described in claim 1 is characterized by having a plate suspended from the floating roof so as to be immersed in the stored liquid in an inclined state with respect to a horizontal plane.

請求項2に記載の発明は、請求項1に記載のスロッシング抑制装置であって、前記板はワイヤーやロープ等の吊り具によって上方向に移動可能に吊り下げられていることを特徴としている。   The invention according to claim 2 is the sloshing suppression device according to claim 1, characterized in that the plate is suspended so as to be movable upward by a hanger such as a wire or a rope.

請求項3に記載の発明は、請求項1または2に記載のスロッシング抑制装置であって、前記板は設置高さ及び傾斜角度の調節が可能であることを特徴としている。   A third aspect of the present invention is the sloshing suppressing device according to the first or second aspect, wherein the plate can be adjusted in installation height and inclination angle.

請求項4に記載の発明は、請求項1から3のいずれか一項に記載のスロッシング抑制装置であって、前記板は液体貯槽の壁面に近接して配置されることを特徴としている。   A fourth aspect of the present invention is the sloshing suppressing device according to any one of the first to third aspects, wherein the plate is disposed in the vicinity of the wall surface of the liquid storage tank.

請求項5に記載の発明は、請求項1から4のいずれか一項に記載のスロッシング抑制装置であって、前記板が複数枚上下方向に並んで吊り下げられていることを特徴としている。   A fifth aspect of the present invention is the sloshing suppression device according to any one of the first to fourth aspects, wherein a plurality of the plates are suspended in a vertical direction.

請求項6に記載の発明は、請求項1から5のいずれか一項に記載のスロッシング抑制装置であって、前記板が複数枚横並びに配置されていることを特徴としている。   A sixth aspect of the present invention is the sloshing suppression device according to any one of the first to fifth aspects, wherein a plurality of the plates are arranged side by side.

本発明によれば、地震時に生じる貯蔵液の鉛直方向上向きの流れが持つエネルギーを減少させることができると同時に、貯蔵液の流れをスロッシング現象の発生に影響しない方向に変化させることができる。その結果、浮屋根が鉛直液流に押し上げられるのを防ぎ、スロッシング現象の発生をより効果的に抑制することができる。   ADVANTAGE OF THE INVENTION According to this invention, the energy which the flow of the upward direction of the storage liquid produced at the time of an earthquake has can be reduced, and at the same time, the flow of the storage liquid can be changed in a direction not affecting the occurrence of the sloshing phenomenon. As a result, the floating roof can be prevented from being pushed up by the vertical liquid flow, and the occurrence of the sloshing phenomenon can be more effectively suppressed.

以下、図を参照して本発明を実施するための最良の形態を詳細に説明する。
図1は、本発明を適用したスロッシング抑制装置の一実施形態の構成を示すもので、1は液体貯槽、2は浮屋根、3は板、4はワイヤーである。
Hereinafter, the best mode for carrying out the present invention will be described in detail with reference to the drawings.
FIG. 1 shows a configuration of an embodiment of a sloshing suppression device to which the present invention is applied. 1 is a liquid storage tank, 2 is a floating roof, 3 is a plate, and 4 is a wire.

図1に示すように、浮屋根2の周囲部下方には板3がワイヤー4のような可撓性の材質の吊り具によって、傾斜した状態で、貯蔵液中に浸るように吊り下げられている。因みに吊り具は伸縮性のものを用いることとしてもよい。板3の傾斜方向は液体貯槽1の中心に向かって上がっていくように傾いているのが望ましい。板3は後述するように貯蔵液の液流を受けて勢いを減衰すると共に流れの方向を変えるものなので、液中で容易に動揺しない程度に重量を有するものを使用するのが望ましい。また、地震発生時に生じる貯蔵液の鉛直方向上向きの液流aは、液体貯槽1の壁面付近において顕著となることから、液体貯槽1の壁面に近接した位置に、板3を複数枚並べて配置しておくのが望ましい。   As shown in FIG. 1, a plate 3 is suspended below the floating roof 2 so as to be immersed in the stock solution in a slanted state by a flexible material such as a wire 4. Yes. Incidentally, it is good also as a hanging tool using an elastic thing. The inclination direction of the plate 3 is preferably inclined so as to rise toward the center of the liquid storage tank 1. As will be described later, the plate 3 receives the liquid flow of the stock solution to attenuate the momentum and change the direction of the flow. Therefore, it is desirable to use a plate having a weight that does not easily shake in the liquid. Further, the vertically upward liquid flow a of the stored liquid generated at the time of the earthquake is prominent in the vicinity of the wall surface of the liquid storage tank 1, so a plurality of plates 3 are arranged side by side at a position close to the wall surface of the liquid storage tank 1. It is desirable to keep it.

液体貯槽1付近で地震が発生すると、液体貯槽1内の貯蔵液が揺れて液流を生じ始める。このとき、液体貯槽1の壁面付近では、前述したように鉛直方向上向きの液流aが顕著となっている。この液流aが液面に達してしまうと液面を盛り上げて波となり、浮屋根2が押し上げられるわけだが、浮屋根2の下方には板3がワイヤー4のようにたわむことが可能なもので吊り下げられているので、液流aが下から流れてきて板3にぶつかると、図2に示すように板3が上に押し上げられることで液流aの運動エネルギーを吸収し、その結果液流aの勢いが減衰される。   When an earthquake occurs in the vicinity of the liquid storage tank 1, the stored liquid in the liquid storage tank 1 is shaken and a liquid flow starts to be generated. At this time, in the vicinity of the wall surface of the liquid storage tank 1, the liquid flow a upward in the vertical direction is noticeable as described above. When the liquid flow a reaches the liquid level, the liquid level is raised and becomes a wave, and the floating roof 2 is pushed up, but the plate 3 can be bent like a wire 4 below the floating roof 2. When the liquid flow a flows from below and hits the plate 3, the plate 3 is pushed up as shown in FIG. 2 to absorb the kinetic energy of the liquid flow a. The momentum of the liquid flow a is attenuated.

また、板3は前述の通り液体貯槽1の中心に向かって上がっていくように傾斜した状態で吊り下げられているため、液流aが板3にぶつかると液流aの持つ運動エネルギーが吸収されて減少すると同時に、板3の傾斜によって流れる方向を変えられ、図2に示すように液面に波を生じさせない液流bとなって液体貯槽1の中心方向に向かって流れていく。   Further, since the plate 3 is suspended in an inclined state so as to rise toward the center of the liquid storage tank 1 as described above, the kinetic energy of the liquid flow a is absorbed when the liquid flow a hits the plate 3. At the same time, the flow direction is changed by the inclination of the plate 3, and as shown in FIG. 2, the liquid flow b that does not generate waves on the liquid surface flows toward the center of the liquid storage tank 1.

このように、鉛直方向の液流aの勢いを二つの手段で減衰させることで、浮屋根2が液流aに押し上げられるのを防ぎ、スロッシング現象の発生を抑制することができる。また、浮屋根2が多少動揺した場合でも、板3による液流aの減衰効果が大きいので短い時間で鎮静させることが可能である。   In this way, by attenuating the momentum of the liquid flow a in the vertical direction by two means, the floating roof 2 can be prevented from being pushed up by the liquid flow a, and the occurrence of the sloshing phenomenon can be suppressed. Further, even when the floating roof 2 is slightly shaken, the damping effect of the liquid flow a by the plate 3 is large, so that it can be calmed down in a short time.

ところで、液体貯槽1内部には液体の温度調節を行うための配管や、維持管理のための足場等の各種設備が設置されている場合があるが、液位と共に浮屋根2が下がり、板3がこうした設備に当たってしまう恐れのあるときは、浮屋根2に孔を設けてワイヤー4を通し、浮屋根2の上からワイヤー4を引き上げることができるような仕組みにしておくことで、板3と設備の衝突を避け、設備の損傷等を回避することができる。また、液体貯槽1が空の状態に近づいて浮屋根2と底盤が接近してきても、板3はつかえることなく間に収まるので邪魔にならない。   By the way, there are cases where various facilities such as piping for adjusting the temperature of the liquid and a scaffold for maintenance are installed in the liquid storage tank 1, but the floating roof 2 is lowered with the liquid level, and the plate 3 If there is a risk of hitting such equipment, the plate 3 and equipment can be installed by providing a mechanism that allows the wire 4 to be pulled up from the top of the floating roof 2 by providing a hole in the floating roof 2 and passing the wire 4 therethrough. It is possible to avoid collisions and avoid damage to equipment. Further, even if the liquid storage tank 1 approaches an empty state and the floating roof 2 and the bottom plate come close to each other, the plate 3 is not caught and is not in the way.

もし、スロッシング抑止効果をより高めたいという場合には、板3の重量を調節する、或いは図3に示すように板3を上下方向或いは横方向に複数枚並べて吊り下げることで対応することができる。また、ワイヤー4を上下させることで板3の傾斜角度を調節してもよい。   If it is desired to further increase the sloshing suppression effect, the weight of the plate 3 can be adjusted, or a plurality of the plates 3 can be suspended in the vertical direction or the horizontal direction as shown in FIG. . The inclination angle of the plate 3 may be adjusted by moving the wire 4 up and down.

なお、板の大きさ、形状、枚数、材質、傾斜方向、吊り下げ部材、吊り下げ部材の引き上げ手段等は任意であり、その他、具体的な細部構造等についても適宜に変更可能であることは勿論である。   In addition, the size, shape, number, material, inclination direction, suspension member, suspension member lifting means, etc. of the plate are arbitrary, and other specific details such as structure can be changed as appropriate. Of course.

本発明を適用したスロッシング抑制装置の一実施形態の構成を示す正面図である。It is a front view which shows the structure of one Embodiment of the sloshing suppression apparatus to which this invention is applied. 図1に示す液体貯槽内で地震による液流が発生した場合に、貯蔵液の液流方向を転換する仕組みを示す正面図である。It is a front view which shows the mechanism which changes the liquid flow direction of a stored liquid when the liquid flow by an earthquake generate | occur | produces in the liquid storage tank shown in FIG. スロッシング抑制効果をより高めるための本発明の適用例を示す正面図である。It is a front view which shows the example of application of this invention for raising the sloshing suppression effect more.

符号の説明Explanation of symbols

1 液体貯槽
2 浮屋根
3 板
4 ワイヤー(吊り具)
1 Liquid storage tank 2 Floating roof 3 Board 4 Wire (hanging tool)

Claims (6)

水平面に対し傾斜をなした状態で、貯蔵液内に浸るように浮屋根から吊り下げられた板を有することを特徴とするスロッシング抑制装置。   An anti-sloshing device comprising a plate suspended from a floating roof so as to be immersed in a stored liquid in an inclined state with respect to a horizontal plane. 前記板はワイヤーやロープ等の吊り具によって上方向に移動可能に吊り下げられていることを特徴とする請求項1に記載のスロッシング抑制装置。   The sloshing suppression device according to claim 1, wherein the plate is suspended so as to be movable upward by a hanging tool such as a wire or a rope. 前記板は設置高さ及び傾斜角度の調節が可能であることを特徴とする請求項1または2に記載のスロッシング抑制装置。   The sloshing suppression device according to claim 1, wherein the plate can be adjusted in installation height and inclination angle. 前記板は液体貯槽の壁面に近接して配置されることを特徴とする請求項1から3のいずれか一項に記載のスロッシング抑制装置。   The sloshing suppression device according to any one of claims 1 to 3, wherein the plate is disposed close to a wall surface of the liquid storage tank. 前記板が複数枚上下方向に並んで吊り下げられていることを特徴とする請求項1から4のいずれか一項に記載のスロッシング抑制装置。   The sloshing suppression device according to any one of claims 1 to 4, wherein a plurality of the plates are suspended in a vertical direction. 前記板が複数枚横並びに配置されていることを特徴とする請求項1から5のいずれか一項に記載のスロッシング抑制装置。   The sloshing suppression device according to any one of claims 1 to 5, wherein a plurality of the plates are arranged side by side.
JP2008056647A 2008-03-06 2008-03-06 Sloshing suppression device Expired - Fee Related JP5371265B2 (en)

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50129909U (en) * 1974-04-09 1975-10-24
JPS51158410U (en) * 1975-06-11 1976-12-16
JPS538813A (en) * 1976-07-13 1978-01-26 Ishikawajima Harima Heavy Ind Co Ltd Sloshing proof device for cylindrical liquid tank
JPH09142575A (en) * 1995-11-22 1997-06-03 Ishikawajima Harima Heavy Ind Co Ltd Floating roof type storage tank
JP2008273566A (en) * 2007-04-27 2008-11-13 Ihi Corp Sloshing inhibiting apparatus of floating roof tank

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50129909U (en) * 1974-04-09 1975-10-24
JPS51158410U (en) * 1975-06-11 1976-12-16
JPS538813A (en) * 1976-07-13 1978-01-26 Ishikawajima Harima Heavy Ind Co Ltd Sloshing proof device for cylindrical liquid tank
JPH09142575A (en) * 1995-11-22 1997-06-03 Ishikawajima Harima Heavy Ind Co Ltd Floating roof type storage tank
JP2008273566A (en) * 2007-04-27 2008-11-13 Ihi Corp Sloshing inhibiting apparatus of floating roof tank

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