JP2006036217A - Sloshing preventive device - Google Patents

Sloshing preventive device Download PDF

Info

Publication number
JP2006036217A
JP2006036217A JP2004214099A JP2004214099A JP2006036217A JP 2006036217 A JP2006036217 A JP 2006036217A JP 2004214099 A JP2004214099 A JP 2004214099A JP 2004214099 A JP2004214099 A JP 2004214099A JP 2006036217 A JP2006036217 A JP 2006036217A
Authority
JP
Japan
Prior art keywords
sloshing
storage container
liquid
prevention
flat plate
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
JP2004214099A
Other languages
Japanese (ja)
Other versions
JP4219305B2 (en
Inventor
Yoji Mizuta
洋司 水田
Shusaku Kawaguchi
周作 川口
Nobuhiro Kitahara
伸浩 北原
Chikashi Kabashima
史 樺島
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.)
Nippon Steel Corp
Original Assignee
Nippon Steel 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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP2004214099A priority Critical patent/JP4219305B2/en
Publication of JP2006036217A publication Critical patent/JP2006036217A/en
Application granted granted Critical
Publication of JP4219305B2 publication Critical patent/JP4219305B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide an economical sloshing preventive device capable of preventing sloshing. <P>SOLUTION: The sloshing preventive device reduces the sloshing of liquid in a storage container 2, and a horizontal sloshing preventive member 5 is provided separately from the inner wall of the storage container between a liquid level and a position separated from the inner wall of the storage container. The sloshing preventive member 5 is supported by a stay 6 erected in the storage container 2 or provided in a positionally adjustable manner in the vertical direction with respect to the stay 6. The sloshing preventive member 5 is arranged between the liquid level and the position separated inward the liquid by a buoy and a weight connected thereto. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、石油タンク,上水道用タンク,農業用水用タンク,工業用水道用タンク等の各種液体貯留タンクあるいは貯液槽などの液体を収容した貯留容器内に設けられて、当該液体によるスロッシングを防止するためのスロッシング防止装置に関する。   The present invention is provided in a storage container containing a liquid such as various liquid storage tanks such as an oil tank, a water tank, an agricultural water tank, and an industrial water tank, or a liquid storage tank. The present invention relates to an anti-sloshing device.

液体が入った貯留容器が地震波等により揺動すると、図9に示すように、液体表面に大波が立ち、この大波が容器の壁面を衝撃するスロッシング現象が発生する。このようなスロッシングによる震災例として、(1)新潟地震(1964年6月16日)による石油タンク火災、(2)日本海中部地震(1983年5月26日)による石油タンク火災、(3)十勝沖地震(2003年9月26日)による石油タンク火災等が知られている。   When the storage container containing the liquid is swung by an earthquake wave or the like, as shown in FIG. 9, a large wave is generated on the liquid surface, and a sloshing phenomenon occurs in which the large wave impacts the wall surface of the container. Examples of such earthquakes due to sloshing include (1) an oil tank fire caused by the Niigata earthquake (June 16, 1964), (2) an oil tank fire caused by the Nihonkai Chubu earthquake (May 26, 1983), (3 ) Oil tank fires due to the Tokachi-oki earthquake (September 26, 2003) are known.

地震の入力速度(cm/sec.)に伴ってスロッシング波高は大きくなり、震災例をみると地震の周期が長く(長周期地震動)内容液のスロッシング周期と近いことから共振を起こしたと考えられる。特に、貯留容器と液体とによって定まる固有振動数と、地震等の振動数とが一致すると、共振現象により激しいスロッシングが起き貯留容器が破損することもありえる。この激しいスロッシング現象を防止ないしは抑制するために従来色々な方法が考案されてきた。   The sloshing wave height increases with the input speed (cm / sec.) Of the earthquake, and in the case of the earthquake, the period of the earthquake is long (long-period ground motion). . In particular, if the natural frequency determined by the storage container and the liquid coincides with the frequency of an earthquake or the like, severe sloshing may occur due to a resonance phenomenon, and the storage container may be damaged. Conventionally, various methods have been devised in order to prevent or suppress this severe sloshing phenomenon.

例えば、(A)浮屋根式タンクにおいて浮屋根に板状体とスプリングによる抵抗体を取り付け、スロッシングを防止する方法が知られている(例えば、特許文献1参照。)。前記(A)の場合は、固定屋根式タンクにはそのまま適用できないという課題がある。   For example, there is known a method for preventing sloshing by attaching a plate-shaped body and a resistor using a spring to a floating roof in (A) a floating roof type tank (for example, see Patent Document 1). In the case of (A), there is a problem that it cannot be applied to a fixed roof tank as it is.

また、(B)内溶液表面に袋を設置し、袋内に圧力空気を注入することで内溶液の圧力を高めることによりスロッシング振動数を高めてタンクと共振しないようにする方法も知られている(例えば、特許文献2参照。)。前記(B)の場合は、内溶液の圧力が上昇するため、貯留容器に接続される配管の耐圧力を高めるか減圧弁などの減圧装置が必要となる。   In addition, (B) a method is also known in which a bag is placed on the surface of the inner solution, and the pressure of the inner solution is increased by injecting pressurized air into the bag to increase the sloshing frequency so that it does not resonate with the tank. (For example, refer to Patent Document 2). In the case of (B), since the pressure of the internal solution increases, a pressure reducing device such as a pressure reducing valve or the like is required to increase the pressure resistance of the pipe connected to the storage container.

また、(C)貯留槽容器内面の内溶液表面に設置された平面部によりスロッシングを防止する方法も知られている(例えば、特許文献3参照。)。前記(C)の場合は、スロッシングの波圧は当該平面部を介して壁面に作用するため、壁面の補強が必要となる。   Moreover, (C) the method of preventing sloshing by the plane part installed in the inner solution surface of the storage tank container inner surface is also known (for example, refer patent document 3). In the case of (C), since the wave pressure of the sloshing acts on the wall surface through the flat portion, it is necessary to reinforce the wall surface.

また、(D)内溶液表面に浮いたL形状のパネル開口部からのオーバーフローとパネルの上下動によりエネルギーを消費する方法(例えば、特許文献4参照。)、前記(D)の場合は、波間に浮かんだ船と同様でスロッシングを防止する効果はあまり期待できない。   Further, (D) a method of consuming energy by overflow from the L-shaped panel opening floating on the inner solution surface and the vertical movement of the panel (for example, refer to Patent Document 4). The effect of preventing sloshing in the same way as a ship floating in the sea is not expected.

また、(E)複数の流体流通孔を有する上下の多孔板を貯留槽内壁に固定し、上下の多孔板間に複数の金属製球体を転動可能に配置して、液体の移動に伴う金属製球体の移動によって液体の移動エネルギーを吸収しスロッシングを抑制するようにする方法も知られている(例えば、特許文献5参照。)。   In addition, (E) a metal that accompanies the movement of liquid by fixing upper and lower perforated plates having a plurality of fluid flow holes to the inner wall of the storage tank, and disposing a plurality of metal spheres between the upper and lower perforated plates so as to roll. There is also known a method of absorbing sloshing by absorbing the kinetic energy of the liquid by moving the ball-making body (see, for example, Patent Document 5).

前記(E)の場合には、地震時に金属製球体が液体貯留層の横方向一方に偏ったり、あるいは他方に偏ったりするので、偏った場合には、それ以外の部分についてはエネルギー吸収効果が小さいという問題がある。また、金属製球体であるので、貯留容器内壁の金属製内壁面と衝突すると、金属音が生じ騒音公害を生じるという問題がある。
特開平9−142575「浮屋根式貯蔵タンク」 特開平8−26388「容器内の液体のスロッシング防止装置」 特開平9−272593「スロッシング防止装置およびスロッシング防止方法」 特開平11−301788「スロッシング防止パネル」 実開平6−76191「スロッシング防止装置」
In the case of (E), the metal sphere is biased to one side in the horizontal direction of the liquid reservoir during the earthquake, or to the other side. There is a problem of being small. Moreover, since it is a metal sphere, when it collides with the metal inner wall surface of a storage container inner wall, there exists a problem that a metal sound will arise and noise pollution will be caused.
JP-A-9-142575 “Floating Roof Storage Tank” JP-A-8-26388 “An apparatus for preventing sloshing of liquid in a container” Japanese Patent Laid-Open No. 9-272593 “Sloshing Prevention Device and Sloshing Prevention Method” JP-A-11-301788 “Sloshing Prevention Panel” 6-76191 “Sloshing prevention device”

前記のように、前記(A)の方法は浮屋根式タンクに限定され、固定屋根式タンクに適用するにはタンク内に浮屋根状の浮体構造物の設置が必要となり費用が嵩む課題がある。
また、前記(B)の方法は大きな水位変動を繰り返す上水や農水用貯水槽では、巨大な袋が必要となり適用が困難であり費用も高くなるという課題がある。前記(C)の方法は水位変動が大きく水位が一定しない貯水槽では平面部の設置位置が特定できないという問題がある。
As described above, the method (A) is limited to a floating roof tank, and in order to be applied to a fixed roof tank, it is necessary to install a floating roof-like structure in the tank, and there is a problem that costs increase. .
In addition, the method (B) has a problem that it is difficult to apply a huge bag for water and agricultural water storage tanks that repeatedly fluctuate a large water level, and the cost is high. The method (C) has a problem that the installation position of the flat portion cannot be specified in a water tank in which the water level fluctuation is large and the water level is not constant.

また、前記(D)の方法ではパネルは内溶液表面に浮かんでいる状態であり、波間に浮かんだ船と同様でスロッシングを防止する効果はあまり期待できないという問題がある。
また、前記(E)の方法では、金属製球体が偏った場合には、それ以外の部分についてはエネルギー吸収効果が小さいという問題がある。また、金属製球体であるので、貯留容器内壁の金属製内壁面と衝突すると、騒音公害を生じるという問題がある。
In the method (D), the panel is floating on the surface of the inner solution, and there is a problem that the effect of preventing sloshing cannot be expected as much as a ship floating in the waves.
In the method (E), when the metal sphere is biased, there is a problem that the energy absorption effect is small for the other portions. Moreover, since it is a metal sphere, when it collides with the metal inner wall surface of a storage container inner wall, there exists a problem of producing a noise pollution.

本発明者は、液体のスロッシングを防止するために模型貯留容器内に種々のスロッシング防止部材を配置する試行錯誤をした結果、模型貯留容器内の液面から液内に、スロッシング防止部材を設けることでスロッシングを防止できることを見出し、本発明を完成させた。
本発明は、前記従来の課題を有利に解決し、簡単な構造でスロッシングを防止できる経済的なスロッシング防止装置を提供することを目的とする。
As a result of trial and error of arranging various anti-sloshing members in the model storage container in order to prevent liquid sloshing, the present inventor has provided the anti-sloshing member in the liquid from the liquid level in the model storage container. The inventors have found that sloshing can be prevented by this and completed the present invention.
It is an object of the present invention to provide an economical anti-sloshing device that can advantageously solve the conventional problems and prevent the anti-sloshing with a simple structure.

第1発明のスロッシング防止装置においては、貯留容器内の液体のスロッシングを軽減するスロッシング防止装置であって、液面から液内に向かって下方に離れた位置までの間に、横向きのスロッシング防止部材が貯留容器内壁から離れた状態を保持されるように設けられていることを特徴とする。
第2発明では、第1発明のスロッシング防止装置において、前記スロッシング防止部材は貯留容器内に立設された支柱により支持されていることを特徴とする。
第3発明では、第2発明のスロッシング防止装置において、スロッシング防止部材は支柱に対して上下方向に位置調整可能に設けられていることを特徴とする。
第4発明では、第1発明のスロッシング防止装置において、スロッシング防止部材はこれに連結された浮体と重錘とにより、液面から液内に向かって離れた位置までの間に配置されていることを特徴とする。
第5発明では、第1発明から第4発明のいずれかのスロッシング防止装置において、スロッシング防止部材は、平板または上下に貫通した側方開口凹部または孔による空隙を有する平板のいずれかの平板状の部材とされていることを特徴とする。
第6発明では、第1発明から第4発明のいずれかのスロッシング防止装置において、スロッシング防止部材は、上下に貫通した側方開口凹部または孔による空隙を有する骨組み構造版とされていることを特徴とする。
The anti-sloshing device according to the first aspect of the invention is a anti-sloshing device that reduces the anti-sloshing of the liquid in the storage container, and the anti-sloshing member that faces sideways between the liquid level and the position spaced downward from the liquid surface. Is provided so as to be kept away from the inner wall of the storage container.
According to a second aspect, in the anti-sloshing device according to the first aspect, the anti-sloshing member is supported by a support column erected in the storage container.
According to a third aspect, in the anti-sloshing device according to the second aspect, the anti-sloshing member is provided so that the position of the anti-sloshing member can be adjusted in the vertical direction with respect to the support column.
According to a fourth aspect, in the anti-sloshing device according to the first aspect, the anti-sloshing member is disposed between the liquid surface and the position away from the liquid surface by the floating body and the weight connected thereto. It is characterized by.
In the fifth invention, in the sloshing prevention device according to any one of the first invention to the fourth invention, the sloshing prevention member is either a flat plate or a flat plate having a side opening concave portion or a hole penetrating vertically. It is made into the member, It is characterized by the above-mentioned.
According to a sixth aspect, in the anti-sloshing device according to any one of the first to fourth aspects, the anti-sloshing member is a skeleton structure plate having a side opening recess or a hole penetrating vertically. And

第1発明によると、貯留容器内の液体のスロッシングを軽減するスロッシング防止装置であって、液面から液内に向かって下方に離れた位置までの間に、横向きのスロッシング防止部材が貯留容器内壁から離れた状態を保持するように設けられている簡単な構造で、地震時等の共振によるスロッシングを確実に防止したり、共振していないスロッシングでも軽減または防止することができる。また、スロッシングの振動数を変えることなくスロッシング波高とその動水圧を軽減できるため、貯留容器の補強をする必要も無く、経済的である。
第2発明によると、貯留容器内に立設された支柱により容易にスロッシング防止部材を支持することができ、また、スロッシング防止部材が容器内液による波により作用力を受けた場合に支柱の弾性撓み変形により傾動することができ、大きな反力を容器に作用させることがない。
第3発明によると、貯留容器内の液体の搬出あるいは貯留容器内への液体の搬入により液面レベルが変化しても、スロッシング防止部材の位置調整して、効果的なスロッシング防止位置に配置させることができる。
第4発明によると、スロッシング防止部材を浮体と重錘を利用して容易に液面より下方にはなれた位置に正確に配置することができる。また、貯留容器内の液体の給排水により液面レベルが変動しても、その液面レベルに対応して、液面下の所定の位置に可動的に対応することができる。
第5発明によると、スロッシング防止部材を軽量にすることができ、製作および搬送設置作業が容易になる。
第6発明によるとスロッシング防止部材が骨組み構造となるので、板状の場合に比べて、より一層軽量化することができるばかりでなく、小さい部品を人孔などから貯留容器内等に搬送して組立設置することができため、組立設置作業が容易になる。
According to the first aspect of the present invention, there is provided a sloshing prevention device for reducing sloshing of the liquid in the storage container, wherein the sideways sloshing prevention member is disposed on the inner wall of the storage container between the liquid level and the position spaced downward from the liquid surface. With a simple structure provided so as to maintain a state away from the sloshing, sloshing due to resonance such as during an earthquake can be reliably prevented, or sloshing that is not resonating can be reduced or prevented. Further, since the sloshing wave height and its hydraulic pressure can be reduced without changing the sloshing frequency, there is no need to reinforce the storage container, which is economical.
According to the second aspect of the present invention, the anti-sloshing member can be easily supported by the support column provided upright in the storage container, and the elasticity of the support column when the anti-sloshing member receives an action force due to the wave of the liquid in the container. The container can be tilted by bending deformation, and a large reaction force is not applied to the container.
According to the third invention, even if the liquid level changes due to the discharge of the liquid in the storage container or the transfer of the liquid into the storage container, the position of the anti-sloshing member is adjusted and the anti-sloshing position is arranged. be able to.
According to the fourth aspect of the invention, the anti-sloshing member can be accurately arranged at a position that is easily located below the liquid surface using the floating body and the weight. Moreover, even if the liquid level changes due to the supply and drainage of the liquid in the storage container, the liquid level can be responsive to a predetermined position below the liquid level.
According to the fifth aspect of the present invention, the sloshing prevention member can be reduced in weight, and manufacturing and transfer installation work are facilitated.
According to the sixth aspect of the present invention, the anti-sloshing member has a framework structure, so that not only can it be further reduced in weight compared to the plate-like case, but also small parts can be conveyed from a human hole or the like into a storage container. Since it can be assembled and installed, the assembly and installation work is facilitated.

(第1実施形態)
図1(a),(b)は、本発明の第1実施形態のスロッシング防止装置1を示すものであって、この実施形態では、貯留容器2内に収容された水あるいは石油あるいはその他の液体3の液面4から下方に離れた位置に、水平な円板状の板体からなるスロッシング防止部材5が配置されていると共に、前記スロッシング防止部材5はその中心部に同心状に配置された支柱6の上端部に取付けられている。
(First embodiment)
1 (a) and 1 (b) show a sloshing prevention device 1 according to a first embodiment of the present invention. In this embodiment, water, oil or other liquid contained in a storage container 2 is shown. The sloshing prevention member 5 which consists of a horizontal disk-shaped board body is arrange | positioned in the position away from the liquid level 4 of 3 at the same time, The said sloshing prevention member 5 was arrange | positioned concentrically in the center part It is attached to the upper end of the column 6.

支柱6とスロッシング防止部材5との取付構造としては、支柱上端部にフランジを設けると共にスロッシング防止部材5に雌ねじ孔を設けてボルトにより固定してもよく、支柱上端部をスロッシング防止部材5に溶接により固定してもよく、支柱上端部をスロッシング防止部材5に嵌合して溶接する等の剛結合手段、あるいは、支柱上端部フランジにゴム板等の弾性体を介在させてボルトにより固定する弾性結合手段でもよく、地震前後においてスロッシング防止部材5が初期の水平状態に戻ろうとする復元性があるほうが、支柱6あるいは貯留容器2に過大な応力が作用しないので望ましい。また、支柱6も初期の垂直状態に戻ろうとする復元性があるほうが、支柱6あるいは貯留容器2に過大な応力が作用しないので望ましい。   As a mounting structure between the support column 6 and the anti-sloshing member 5, a flange may be provided at the upper end portion of the support column and a female screw hole may be provided in the anti-sloshing member 5 and fixed with bolts. The upper end portion of the support column is welded to the anti-sloshing member 5. It may be fixed by a rigid coupling means such as fitting the upper end of the column to the anti-sloshing member 5 and welding, or elastic by fixing an elastic body such as a rubber plate to the column upper end flange. A coupling means may be used, and it is desirable that the anti-sloshing member 5 be restored before and after the earthquake so that excessive stress is not applied to the support column 6 or the storage container 2. Further, it is desirable that the support column 6 has a restoring property to return to the initial vertical state because excessive stress does not act on the support column 6 or the storage container 2.

図示の形態では、支柱の下端部に座板9が溶接等により一体に設けられ、その座板9は貯留容器2の底板10に溶接等により固定されて、スロッシング防止装置1が構成されている。前記のスロッシング防止装置1の固有振動数は、貯留液3と貯留容器2との固有振動数と異なるように設定される。   In the illustrated embodiment, a seat plate 9 is integrally provided by welding or the like at the lower end portion of the support column, and the seat plate 9 is fixed to the bottom plate 10 of the storage container 2 by welding or the like to constitute the anti-sloshing device 1. . The natural frequency of the anti-sloshing device 1 is set to be different from the natural frequency of the storage liquid 3 and the storage container 2.

前記円板状のスロッシング防止部材5は、必要に応じ、図2に示すように、スロッシング防止部材5を中空部材としてその内部に、発泡樹脂あるいは貯留液などの充填材11を充填した複合構造としてもよく、この場合、充填材11によりスロッシング防止部材5の浮力調整することもできる。   As shown in FIG. 2, the disk-shaped anti-sloshing member 5 has a composite structure in which the anti-sloshing member 5 is used as a hollow member and filled with a filler 11 such as foamed resin or stored liquid as shown in FIG. In this case, the buoyancy of the anti-sloshing member 5 can be adjusted by the filler 11.

なお、本発明のスロッシング防止装置1は、貯液される小型の貯水槽から大型の石油タンク等の広範囲の貯留容器に適用することができるため、小型の貯留容器のスロッシング防止装置に適用する場合には、支柱6とスロッシング防止部材5とを一体成形等により製作した形態でもよい。   Note that the anti-sloshing device 1 of the present invention can be applied to a wide range of storage containers such as a large-sized oil tank or the like from a small storage tank for storing liquid, and therefore when applied to a anti-sloshing device for a small storage container. Alternatively, the column 6 and the anti-sloshing member 5 may be manufactured by integral molding or the like.

前記のように構成されたスロッシング防止装置1では、地震時等の共振によるスロッシング発生状況になる前に、貯留液3の揺動により液体の揺動に遅れてスロッシング防止部材5は揺動し、スロッシング防止部材5を支持する支柱6も弾性変形領域内で傾動揺動し、すなわち、スロッシング防止部材5はそれ単独で、または支柱6と共に傾動揺動して、共振によるスロッシングを防止すると共に共振時以外のスロッシングも防止または軽減するスロッシング防止装置1として機能する。また、支柱6が弾性撓み変形しても、貯留容器2の内壁から離れた状態を保持するようにされている。なお、スロッシング防止メカニズムについては後記する。   In the anti-sloshing device 1 configured as described above, the anti-sloshing member 5 oscillates behind the oscillation of the liquid due to the oscillation of the stored liquid 3 before the occurrence of sloshing due to resonance such as during an earthquake, The strut 6 that supports the anti-sloshing member 5 also tilts and swings within the elastic deformation region, that is, the anti-sloshing member 5 tilts and swings alone or together with the post 6 to prevent sloshing due to resonance and at the time of resonance. It functions as the anti-sloshing device 1 that prevents or reduces other sloshing. Further, even if the support 6 is elastically deformed and deformed, the state where the support 6 is separated from the inner wall of the storage container 2 is maintained. The anti-sloshing mechanism will be described later.

このように機能するスロッシング防止メカニズムとしては、下記(1)〜(3)のようなことが考えられる。
(1)スロッシング防止部材5を設置することにより、スロッシング防止部材5が邪魔板として作用し、スロッシング防止部材5によりその上下で貯留液が切られように分断され、スロッシング時の波の成長に必要な液(例えば水)がスロッシング防止部材5の上に供給されにくくなる。
(2)容器内の貯留液のスロッシングによる波圧により力を受けスロッシング防止部材5は変位する。スロッシング防止部材5は貯留液の動きに対し、滑りなどによりやや遅れて追従しはじめる。そのためスロッシングの周期とスロッシング防止部材5の周期の間に位相差が生じることになり、スロッシングは自由な振動を阻害される。
As the anti-sloshing mechanism that functions in this way, the following (1) to (3) are conceivable.
(1) By installing the anti-sloshing member 5, the anti-sloshing member 5 acts as a baffle plate, and the anti-sloshing member 5 is divided so that the stored liquid is cut above and below it. It becomes difficult for a liquid (for example, water) to be supplied onto the anti-sloshing member 5.
(2) The anti-sloshing member 5 is displaced by receiving a force due to the wave pressure caused by the sloshing of the stored liquid in the container. The anti-sloshing member 5 starts following the movement of the stored liquid with a slight delay due to slipping or the like. Therefore, a phase difference is generated between the period of the sloshing and the period of the sloshing prevention member 5, and the sloshing inhibits free vibration.

(3)また、スロッシング防止部材5の傾動に伴う反射波による作用も期待できる。さらに、後記する実施形態のように、スロッシング防止部材5に貫通した凹部または貫通穴を空けると、液が穴を通り抜けるときにエネルギーが消費されるため、波の成長に必要なエネルギーが不足する。また、穴を通り抜ける液とスロッシング防止部材5上の液が干渉しあい、波の成長に必要なエネルギーが不足する。 (3) Moreover, the effect | action by the reflected wave accompanying tilting of the anti-sloshing member 5 can also be expected. Furthermore, as in the embodiment described later, when a recess or a through hole penetrating the anti-sloshing member 5 is formed, energy is consumed when the liquid passes through the hole, so that energy necessary for wave growth is insufficient. In addition, the liquid passing through the hole interferes with the liquid on the anti-sloshing member 5, and the energy necessary for wave growth is insufficient.

なお、本発明のスロッシング防止装置1に似て非なるものとして、図8に示すように、貯留液3の表面に保持されない平板31を単に浮かべただけでは、波の動きに平板31が同調して動くため波高はほとんど軽減されることはなく、また、平板31が貯留容器2の内壁に衝突し、貯留容器2の壁を破損する恐れもある。   Note that, as shown in FIG. 8, if the flat plate 31 that is not held on the surface of the stored liquid 3 is simply floated, the flat plate 31 is synchronized with the movement of the waves, as shown in FIG. Therefore, the wave height is hardly reduced, and the flat plate 31 may collide with the inner wall of the storage container 2 and damage the wall of the storage container 2.

前記第1実施形態では、スロッシング防止部材5は、貯留液3の液面4から下方に離れた位置に設置されているが、スロッシング防止部材5を、貯留液3の液面4から貯留液内の下方の所定の位置までの間に配置すればよい。   In the first embodiment, the anti-sloshing member 5 is installed at a position separated downward from the liquid level 4 of the stored liquid 3. However, the anti-sloshing member 5 is moved from the liquid level 4 of the stored liquid 3 to the inside of the stored liquid. What is necessary is just to arrange | position to the predetermined position below.

スロッシング防止部材5の下方の配置位置については、貯留液3が、地震等の水平振動時に可動液部となる上部と、水平振動時にほとんど可動しない固定液部とに分けて検討することが可能な液深(水の場合は、水深の意)の貯留容器の場合には、前記の可動液部に前記スロッシング防止部材5を配置すればよい。前記の可動液部の中でも、静液面(水の場合は静水面の意)時の液表面からスロッシングで発生するほぼ波高に相当する深さまでの位置に設けるのが望ましく、特に、液面下の位置でも、スロッシングで発生するほぼ波高に相当する深さの位置に配置するとスロッシング防止効果が高い。スロッシング時の波高dmax(図9参照)は、ハウスナーなどの慣用式で計算することができる。 Regarding the position below the anti-sloshing member 5, the stored liquid 3 can be divided into an upper part that becomes a movable liquid part during horizontal vibration such as an earthquake and a fixed liquid part that hardly moves during horizontal vibration. In the case of a storage container having a liquid depth (in the case of water, meaning water depth), the anti-sloshing member 5 may be disposed in the movable liquid portion. Among the movable liquid parts, it is desirable that the movable liquid part be provided at a position from the liquid surface at the time of the still liquid surface (meaning the still water surface in the case of water) to a depth substantially corresponding to the wave height generated by the sloshing. Even at the position, the anti-sloshing effect is high if it is disposed at a depth substantially corresponding to the wave height generated by the sloshing. The wave height d max (see FIG. 9) at the time of sloshing can be calculated by a conventional formula such as a Hausner.

スロッシング防止部材5が貯留容器内壁面12に衝突しないようにするために、円板状のスロッシング防止部材5を貯留容器内壁面12から充分離れた位置に設ける必要がある。したがって、円板状のスロッシング防止部材5の外径は、支柱6の弾性撓みによりスロッシング防止部材5が水平変位しても十分貯留容器2の内壁面に接触しないように貯留容器2の内径よりも小さい寸法となるように設計で留意して設定する。   In order to prevent the sloshing prevention member 5 from colliding with the storage container inner wall surface 12, it is necessary to provide the disk-shaped sloshing prevention member 5 at a position sufficiently away from the storage container inner wall surface 12. Therefore, the outer diameter of the disk-shaped sloshing prevention member 5 is larger than the inner diameter of the storage container 2 so that the sloshing prevention member 5 does not come into sufficient contact with the inner wall surface of the storage container 2 even when the sloshing prevention member 5 is horizontally displaced due to the elastic deflection of the column 6. Carefully set the design so that the dimensions are small.

前記のスロッシング防止部材5および支柱6の材質は、貯留容器2内の貯留液3の性質によって適宜設定される。例えば、貯留液3が上水であれば水質に影響を与えない鋼材等の材料を選定すればよい。平板からなるスロッシング防止部材5の支持方法としては、タンク等の貯留容器2では、タンク中央に設置された屋根支持の支柱があるため、その支柱によりスロッシング防止部材5を支持する支柱と併用しても良いし、別個に設置されている流入管を利用しても良いし、新たに支柱を設置しても良い。   The materials of the anti-sloshing member 5 and the column 6 are appropriately set depending on the properties of the storage liquid 3 in the storage container 2. For example, if the stored liquid 3 is clean water, a material such as steel that does not affect the water quality may be selected. As a method for supporting the flat anti-sloshing member 5, the storage container 2 such as a tank has a roof-supporting column installed in the center of the tank. Alternatively, a separately installed inflow pipe may be used, or a new support may be installed.

(第2実施形態)
図3(a),(b)は本発明の第2実施形態のスロッシング防止装置1を示すものであって、スロッシング防止部材5に周方向に等角度間隔おいて上下に貫通した複数の貫通孔13を設けて、スロッシング防止部材5の空隙率を高めると共に、その軽量化を図り、搬送設置作業を容易にしている。
(Second Embodiment)
3 (a) and 3 (b) show the anti-sloshing device 1 according to the second embodiment of the present invention. The anti-sloshing device 5 has a plurality of through-holes that vertically penetrate the anti-sloshing member 5 at equal angular intervals in the circumferential direction. 13 is provided to increase the void ratio of the anti-sloshing member 5 and to reduce the weight of the anti-sloshing prevention member 5, thereby facilitating the transport installation work.

このように、スロッシング防止部材5に貫通した貫通孔13を空けて空隙率を高めると、貯留液3が貫通孔13を通り抜けるときにエネルギーが消費されるため、波の成長に必要なエネルギーが不足するようになる。また、貫通孔を通り抜ける貯留液とスロッシング防止部材5上の貯留液が干渉しあい、波の成長に必要なエネルギーが不足するようになる。また、貫通孔13を設けることにより貯留液3が貫通孔13を通り抜けるときに強制的に方向変更されて、スロッシング防止部材5上部側の貯留液と干渉して波を打ち消し合う作用も生じる。また、スロッシング防止部材5の傾動に伴う反射波による作用も期待できる。なお、その他の構成は、前記実施形態と同様であるので、同様な部分には、同様な符号を付して説明を省略する。   As described above, when the through hole 13 penetrating the anti-sloshing member 5 is opened to increase the porosity, energy is consumed when the stored liquid 3 passes through the through hole 13, so that the energy necessary for wave growth is insufficient. To come. Further, the stored liquid passing through the through hole interferes with the stored liquid on the anti-sloshing member 5, and the energy necessary for wave growth becomes insufficient. Further, by providing the through-hole 13, the direction of the stored liquid 3 is forcibly changed when passing through the through-hole 13, and the action of canceling waves by interfering with the stored liquid on the upper side of the anti-sloshing member 5 also occurs. Moreover, the effect | action by the reflected wave accompanying tilting of the anti-sloshing member 5 can also be expected. Since other configurations are the same as those in the above-described embodiment, the same portions are denoted by the same reference numerals and the description thereof is omitted.

(第3実施形態)
図4(a),(b)は本発明の第3実施形態のスロッシング防止装置1を示すものであって、この実施形態は、スロッシング防止部材5に貫通孔13ばかりでなく、上下に貫通し側方に開口する凹部でもよいことを示すための実施形態であり、スロッシング防止部材5に周方向外周縁部に、等角度間隔おいて上下に貫通した複数の半円状切り欠き等の側方開口凹部14を設けた形態である。このように周縁部に切り欠き等の側方開口凹部14を設け、空隙率を高め軽量化したスロッシング防止部材5としてもよい。このような側方開口凹部14を貫通孔13を有する前記実施形態のスロッシング防止部材5に設けてもよい。
(Third embodiment)
4 (a) and 4 (b) show the anti-sloshing device 1 of the third embodiment of the present invention. In this embodiment, not only the through-hole 13 but also the anti-sloshing member 5 penetrates up and down. It is an embodiment for showing that a concave portion that opens to the side may be used, and the side portions such as a plurality of semicircular cutouts that penetrate the sloshing prevention member 5 vertically at equal angular intervals in the circumferential outer peripheral edge portion. In this embodiment, an opening recess 14 is provided. In this manner, the side opening recess 14 such as a notch may be provided in the peripheral edge portion, and the anti-sloshing member 5 having a reduced porosity and a reduced weight may be used. Such a side opening recess 14 may be provided in the anti-sloshing member 5 of the embodiment having the through hole 13.

(第4実施形態)
図5(a)(b)は、本発明の第4実施形態のスロッシング防止装置1を示すものであって、スロッシング防止部材5の中央部に上下方向に貫通する支柱挿通孔15を設けると共に下部にボルト挿通用横孔16を設け、前記スロッシング防止部材5を支持する支柱6側に上下方向に間隔を設けてボルト挿通用横孔17を設け、スロッシング防止部材5のボルト挿通用横孔16と支柱6の最適な位置のボルト挿通孔17とに渡ってボルト18を挿通しこれにねじ込まれるナット19により、スロッシング防止部材5を位置調整可能に設ける形態である。なお、大型のスロッシング防止部材5となる場合には、図示を省略するが、支柱6とスロッシング防止部材5とのいずれか一方に液圧ジャッキなどの位置調整装置を取り付け、他方に連結して、スロッシング防止部材5の上下方向の位置調整をするようにしてもよい。この場合、前記位置調整装置を、貯留液の液面レベルを検知する検知装置により自動的に駆動して、スロッシング防止部材5の位置調整をするとよい。
(Fourth embodiment)
5 (a) and 5 (b) show a sloshing prevention device 1 according to a fourth embodiment of the present invention, in which a strut insertion hole 15 penetrating in the vertical direction is provided at the center of the sloshing prevention member 5 and a lower portion. A bolt insertion lateral hole 16 is provided on the support 6 supporting the sloshing prevention member 5, and a bolt insertion lateral hole 17 is provided on the support 6 supporting the sloshing prevention member 5 in the vertical direction. The sloshing prevention member 5 is provided so that the position of the sloshing prevention member 5 can be adjusted by a nut 19 that is inserted into the bolt insertion hole 17 at an optimum position of the column 6 and screwed into the bolt 18. In the case of a large anti-sloshing member 5, although not shown in the drawing, a position adjusting device such as a hydraulic jack is attached to one of the support 6 and the anti-sloshing member 5, and connected to the other, You may make it adjust the position of the sloshing prevention member 5 in the up-down direction. In this case, the position adjustment device may be automatically driven by a detection device that detects the liquid level of the stored liquid to adjust the position of the sloshing prevention member 5.

このような形態であると、貯留容器2内の液体レベルに応じてスロッシング防止部材5を最適な位置に設置することができ、スロッシング軽減効果を高めることができる。   With such a configuration, the anti-sloshing member 5 can be installed at an optimum position according to the liquid level in the storage container 2, and the anti-sloshing effect can be enhanced.

(第5実施形態)
図6(a)(b)は、本発明の第5実施形態のスロッシング防止装置1を示すものであって、この形態では、スロッシング防止部材5が骨組み構造の版状とされた骨組構造版とされ、より軽量化されていると共に組立容易にされた形態である。
(Fifth embodiment)
6 (a) and 6 (b) show a sloshing prevention device 1 according to a fifth embodiment of the present invention. In this embodiment, the anti-sloshing member 5 is a frame structure plate having a frame structure plate shape. It is a form that is lighter and easier to assemble.

さらに説明すると、このスロッシング防止部材5は、図6(b)に示すように、複数の円弧状部材20を円形に配置してボルト等によって円形に一体化した外側環状部材21と、これに間隔をおいて内側に複数の円弧状部材20を円形に配置してボルト等によって円形に一体化した内側環状部材22と、これに間隔をおいて中心部の柱連結部材23とを、外側環状部材21と内側環状部材22との間または内側環状部材22と柱連結部材23との間に連結梁材24を配置してボルト等により一体化されて、2重環状のスロッシング防止部材5とされている。スロッシング防止部材5の材料としては、貯留液の化学的性質により鋼材などの各種金属製材料あるいは合成樹脂材料あるいはこれらの複合材料を使用すればよい。   More specifically, as shown in FIG. 6 (b), the anti-sloshing member 5 includes an outer annular member 21 in which a plurality of arc-shaped members 20 are arranged in a circle and integrated into a circle by bolts or the like, and a gap therebetween. An inner annular member 22 in which a plurality of arc-shaped members 20 are arranged in a circle and integrated with a bolt or the like, and a column connecting member 23 at the center with an interval therebetween is provided as an outer annular member. The connecting beam member 24 is arranged between the inner ring member 22 and the inner ring member 22 or between the inner ring member 22 and the column connecting member 23 and integrated with a bolt or the like to form the double ring sloshing prevention member 5. Yes. As the material of the anti-sloshing member 5, various metal materials such as steel, synthetic resin materials, or composite materials thereof may be used depending on the chemical properties of the stored liquid.

内側環状部材22,外側環状部材21および連結梁材24並びに柱連結部材23を構成する場合、矩形状断面内に発泡合成樹脂あるいは貯留液3と同材質の充填材11を充填して、軽量化を図ったり、より安価に製作できるようにしてもよく、これらにあわせてスロッシング防止部材5の浮力調整を図ることができる。   When the inner annular member 22, the outer annular member 21, the connecting beam member 24, and the column connecting member 23 are configured, the foamed synthetic resin or the filler 11 made of the same material as the storage liquid 3 is filled in the rectangular cross section to reduce the weight. Or the buoyancy of the anti-sloshing member 5 can be adjusted accordingly.

前記のような骨組み構造のスロッシング防止部材5であると、これを構成する円弧状部材20あるいは連結梁材24等の短尺部品をタンク等の貯留容器に設けられている人孔等から容器内に搬入・搬出可能になるため、貯留容器内への搬送並びに貯留容器内での現場組立が容易で安価に施工できる。   In the case of the anti-sloshing member 5 having the above-described skeleton structure, short parts such as the arc-shaped member 20 or the connecting beam member 24 constituting the sloshing prevention member 5 are put into the container from a human hole or the like provided in a storage container such as a tank. Since it can be carried in and out, it can be easily transported into the storage container and assembled on site in the storage container at low cost.

なお、前記の円弧状部材20および連結梁材24として、市販の鋼製パイプ材を使用し、円弧状部材5の周方向端部および半径方向の内側あるいは外側に適宜連結用フランジを設けると、さらに安価に製作できるスロッシング防止部材5とすることができる。   Note that, as the arc-shaped member 20 and the connecting beam member 24, a commercially available steel pipe material is used, and when a connecting flange is appropriately provided on the circumferential end of the arc-shaped member 5 and inside or outside in the radial direction, Furthermore, the anti-sloshing member 5 can be manufactured at low cost.

(第6実施形態)
図7は、スロッシング防止部材5を可動浮き形式とした本発明の第6実施形態のスロッシング防止装置1を示すものであって、この形態では、円版状のスロッシング防止部材5の上部側に直接または図示のように連結条体あるいは連結棒材等の連結部材27を介して一つまたは複数の浮体28が連結され、また、スロッシング防止部材5の下側に直接または連結部材27を介して重錘29が配置され、これらの浮体28と重錘29とスロッシング防止部材5とがつりあった状態で、液体中にスロッシング防止部材5が液面から所定の距離離れた位置に位置保持するように配置されている。スロッシング防止部材5の部分は図1,3に示す平板状、図2に示す複合構造、あるいは図6に示すような骨組構造版としてもよい。
(Sixth embodiment)
FIG. 7 shows the anti-sloshing device 1 of the sixth embodiment of the present invention in which the anti-sloshing member 5 is a movable floating type. In this embodiment, the anti-sloshing preventing member 5 is directly placed on the upper side of the disk-like anti-sloshing member 5. Alternatively, as shown in the drawing, one or a plurality of floating bodies 28 are connected via a connecting member 27 such as a connecting strip or a connecting bar, and the lower side of the sloshing prevention member 5 is directly or via a connecting member 27. A weight 29 is arranged, and the sloshing prevention member 5 is placed in a liquid at a predetermined distance away from the liquid surface in a state where the floating body 28, the weight 29 and the sloshing prevention member 5 are suspended. Has been. The portion of the anti-sloshing member 5 may be a flat plate as shown in FIGS. 1 and 3, a composite structure as shown in FIG. 2, or a frame structure plate as shown in FIG.

このような形態は支持用の支柱が設置できない場合に有利な形態で、平板からなるスロッシング防止部材5が貯留液面4(静水時の液面)からスロッシングのほぼ波高寸法程度下方までの位置に設置されるように、重量バランスを考えた浮体28と重錘29を必要な個数スロッシング防止部材に取付ければよい。   Such a configuration is advantageous when a supporting column cannot be installed, and the sloshing prevention member 5 made of a flat plate is located at a position from the stored liquid level 4 (the liquid level at the time of still water) to a position approximately below the sloshing wave height dimension. The floating body 28 and the weight 29 considering the weight balance may be attached to the necessary number of anti-sloshing members so as to be installed.

また、前記のスロッシング防止部材5の外周部と貯留容器2内面側とは、等角度間隔をおいて配置されたワイヤロープあるいはチェーン等の連結条体30またはバネ材(バネ板または圧縮コイルバネあるいは引張りコイルバネ)により連結し、その連結条体30の重量あるいはバネ材の付勢力により貯留容器2中央に中心が位置するように求心(付勢)され、スロッシング防止部材5が貯留容器2の内壁面から離れた状態を保持するようにされている。前記の連結条体30あるいはバネ材は、貯留容器2内径半径とスロッシング防止部材5の半径寸法との差より若干長い寸法としたり、それ以上の長さ寸法とすることができる。バネ板とした場合には巾寸法は適宜設定される。前記の連結条体30あるいはバネ板によりスロッシング防止部材5が貯留容器2に衝突防止を図ることができる。なお、スロッシング防止部材5と貯留容器2とを等角度間隔をおいて配設されるバネ付勢された伸縮自在な連結部材により連結することにより、スロッシング防止部材5の中心を貯留容器2の中央に求心(付勢)し、貯留容器2の内壁面から離れた状態を保持することでもよい。なお、図示を省略するが、防舷材等の緩衝材をスロッシング防止部材5側の周縁部に設置してもよい。   Further, the outer peripheral portion of the anti-sloshing member 5 and the inner surface side of the storage container 2 are connected to each other by a connecting strip 30 such as a wire rope or a chain, or a spring material (a spring plate, a compression coil spring, or a tension). The center of the storage container 2 is centered (biased) by the weight of the connecting strip 30 or the biasing force of the spring material, and the sloshing prevention member 5 is It is designed to keep a distance. The connecting strip 30 or the spring material can have a slightly longer dimension than the difference between the inner diameter radius of the storage container 2 and the radial dimension of the anti-sloshing member 5, or a length dimension larger than that. In the case of a spring plate, the width dimension is appropriately set. The anti-sloshing member 5 can prevent the storage container 2 from colliding with the connecting strip 30 or the spring plate. The anti-sloshing member 5 and the storage container 2 are connected to each other by a spring-biased elastic connecting member disposed at equal angular intervals so that the center of the anti-sloshing member 5 is the center of the storage container 2. It is also possible to maintain the state away from the inner wall surface of the storage container 2. In addition, although illustration is abbreviate | omitted, you may install buffer materials, such as a fender, in the peripheral part by the side of the anti-sloshing member 5. FIG.

図7に示す板状のスロッシング防止部材5に、複数の浮体28および重錘29を付属させる場合には、120°等の等角度間隔をおいて取り付けたり、または等角度間隔をおいて対称に取り付ければよい。浮体28および重錘29の設置位置および設置数は、スロッシング防止部材5の重量等を考慮して設計により適宜設定される。   When a plurality of floating bodies 28 and weights 29 are attached to the plate-shaped anti-sloshing member 5 shown in FIG. 7, they are attached at equal angular intervals such as 120 ° or symmetrically at equal angular intervals. It only has to be attached. The installation positions and the number of installations of the floating body 28 and the weight 29 are appropriately set by design in consideration of the weight of the sloshing prevention member 5 and the like.

浮体形式のスロッシング防止部材5としては、図6に示すような骨組構造版あるいは2重環状の骨組構造版のスロッシング防止部材5を使用してもよい。   As the floating-type anti-sloshing member 5, the anti-sloshing member 5 of a frame structure plate or a double annular frame structure plate as shown in FIG. 6 may be used.

このような形態のスロッシング防止部材5では、図示を省略するが、外側環状部材21または内側環状部材22に、等角度間隔等により対称に浮体28と重錘29を配置して直接取付けるか、連結条体27を介して連結し、貯留容器2内の液面から下方に離れた位置までに配設すればよい。   In the anti-sloshing member 5 having such a form, although not shown in the drawings, the floating body 28 and the weight 29 are arranged on the outer annular member 21 or the inner annular member 22 symmetrically at equal angular intervals or the like, and are directly attached or connected. What is necessary is just to connect via the strip | belt body 27 and arrange | position to the position away from the liquid level in the storage container 2 below.

次に、本発明のスロッシング防止装置を模型化して振動台実験をした結果について説明する。図10に模型化したスロッシング防止部材5を設置した貯留容器を示す。
貯留容器として、外径直径600mm、内径直径580mm、深さ800mm、貯留液として水を用い水深500mmとしたアクリル樹脂管による貯留容器2の模型を振動台に設置し、スロッシング防止部材5を設けた場合と、比較例としてスロッシング防止部材5を設けない場合(ノーマルの場合)について、2galの正弦波の加振を与えた。
スロッシング防止部材5の形状は、図1、3に示す円形等の平板状と、図6に示す2重環状の骨組構造版の2種類とした。
スロッシング防止部材5を平板とした場合は、その平板の直径を345mmとし、平板の板厚を1mmと7mmとの2種類とし、これら2種類について、上下方向の貫通孔13の有無および貫通孔13の平面総面積による平板の空隙率(平板の直径寸法により単純に積算される平面面積に対する貫通孔13の平面総面積の比)を、0%、25%、50%、67.7%と変化させた平板を準備した。
各平板および骨組構造版状のスロッシング防止部材5の設置深さは、想定されるスロッシング波高の2割程度の水面から2cmとした。
また、円版状の2重骨組構造版のスロッシング防止部材5は、円形断面とした外側環状部材(外骨)の外径を335mm、内径を304mm、円形断面とした内側環状部材(内骨)の外径を224mm、内径193mmとした。
いずれも直径5mmの鋼棒製支柱6の上部にスロッシング防止部材5を固定する形式とし、支柱6の上端を水面からわずかに突出させ、全長を500mmの棒を取り付け金具に固定)とした。
支柱6の下部は貯留容器2の底板に前記取り付け金具を介して固定した。
前記の各種の平板および骨組構造版(表1と図11では、単に骨組と記した)のスロッシング防止部材5の場合と、比較例としてスロッシング防止部材5を設けない場合について振動台実験をした結果を表1と図11に示す。また、スロッシング防止部材5を設けた場合には、共振によるスロッシングを起こさず、共振によるスロッシングを確実に防止できた。
表1およびその一部の動水圧と波高とスロッシング防止部材について棒グラフとした図11に示す実験結果から、平板状のスロッシング防止装置1を設置することにより、スロッシングによる波高および動圧は、スロッシング防止装置を設けない場合(ノーマルの場合)に比べ、著しく(約40%以下)軽減できることがわかる。
また、平板の厚みが同じであれば空隙率の小さい方が、空隙率が同じであれば厚みの厚い方が良好な軽減効果を示すことがわかる。さらに、スロッシング振動数は変化せず基本的な動的挙動に影響を与えないことがわかる。
Next, a description will be given of the result of a shaking table experiment using the anti-sloshing device of the present invention as a model. The storage container which installed the sloshing prevention member 5 modeled in FIG. 10 is shown.
As a storage container, a model of the storage container 2 made of an acrylic resin tube having an outer diameter of 600 mm, an inner diameter of 580 mm, a depth of 800 mm, water as a storage liquid and a water depth of 500 mm was installed on a shaking table, and the anti-sloshing member 5 was provided. In the case and the case where the anti-sloshing member 5 is not provided as a comparative example (normal case), a 2 gal sine wave excitation was applied.
The sloshing prevention member 5 has two types, ie, a circular plate shape shown in FIGS. 1 and 3 and a double-ring frame structure plate shown in FIG.
When the anti-sloshing member 5 is a flat plate, the flat plate has a diameter of 345 mm, and the flat plate has two thicknesses of 1 mm and 7 mm. The flat plate void ratio (the ratio of the total plane area of the through-hole 13 to the plane area simply multiplied by the diameter of the flat plate) is changed to 0%, 25%, 50%, and 67.7%. A flat plate was prepared.
The installation depth of each flat plate and frame structure plate-shaped sloshing prevention member 5 was set to 2 cm from the water surface of about 20% of the assumed sloshing wave height.
Further, the anti-sloshing member 5 of the double-frame structure plate having a circular plate shape has an outer diameter of an outer annular member (outer bone) having a circular cross section of 335 mm, an inner diameter of 304 mm, and an inner annular member (inner bone) having a circular cross section. The outer diameter was 224 mm and the inner diameter was 193 mm.
In either case, the anti-sloshing member 5 was fixed to the upper part of a steel rod column 6 having a diameter of 5 mm, the upper end of the column 6 was slightly protruded from the water surface, and a rod having a total length of 500 mm was fixed to the mounting bracket).
The lower part of the column 6 was fixed to the bottom plate of the storage container 2 via the mounting bracket.
Results of shaking table tests for the case of the anti-sloshing member 5 of the above-described various flat plates and the frame structure plate (simply referred to as the frame in Table 1 and FIG. 11) and the case where the anti-sloshing member 5 is not provided as a comparative example. Is shown in Table 1 and FIG. Further, when the anti-sloshing member 5 is provided, the sloshing due to the resonance can be reliably prevented without causing the sloshing due to the resonance.
From the experimental results shown in FIG. 11 which is a bar graph of the dynamic water pressure, the wave height, and the anti-sloshing member of Table 1 and the part thereof, the wave height and the dynamic pressure due to the sloshing can be prevented by installing the flat anti-sloshing device 1. It can be seen that it can be significantly reduced (about 40% or less) compared to the case where no device is provided (in the case of normal).
Further, it can be seen that the smaller the porosity, if the flat plate thickness is the same, and the thicker the thickness, the better reduction effect is the same. Furthermore, it can be seen that the sloshing frequency does not change and does not affect the basic dynamic behavior.

Figure 2006036217
Figure 2006036217

また、本発明のスロッシング防止装置1を使用すると、浮屋根形式あるいは固定屋根形式の貯留容器の形式に関係なく、また、円形、角形の貯留容器の平面形状にも関係なく、スロッシング振動数を変えることもなく、地震の方向性による低減効果の差もほとんどない。また、貯留容器や接続する配管などの補強も不要であり、従来のように液面全面を覆う必要がないので経済的であり、平板状の装置が貯留容器の壁面に衝突する恐れもない。
Further, when the anti-sloshing device 1 of the present invention is used, the sloshing frequency is changed irrespective of the type of the storage container of the floating roof type or the fixed roof type, and regardless of the planar shape of the circular or square storage container. In fact, there is almost no difference in the reduction effect due to the direction of the earthquake. Further, there is no need to reinforce the storage container or the piping to be connected, and it is economical because it is not necessary to cover the entire liquid surface as in the prior art, and there is no possibility that the flat device collides with the wall surface of the storage container.

本発明は、地上式または地下式あるいは半地下式いずれの形態の貯留容器に適用でき、また、貯留容器自体の形状形態としては、平面円筒状または直方体状あるいは球体状等、適宜の形態の貯留容器に適用することができる。   The present invention can be applied to a storage container of any of the above-ground type, underground type, or semi-underground type, and the storage container itself has a shape such as a plane cylindrical shape, a rectangular parallelepiped shape, or a spherical shape. Can be applied to containers.

本発明を実施する場合、平面長方形状の貯留容器の場合には、本発明のスロッシング防止装置を平面的に間隔をおいて並列して複数設けるようにしてもよい。   In the case of carrying out the present invention, in the case of a flat rectangular storage container, a plurality of the anti-sloshing devices of the present invention may be provided in parallel at intervals in a plane.

また、本発明を実施する場合、支柱支持形式あるいは浮体および重錘を使用した浮き形式のスロッシング防止装置の場合、上下方向に間隔あるいは重合するようにスロッシング防止部材を複数設けるようにしてもよい。   In the case of carrying out the present invention, in the case of a suspension type anti-sloshing device using a supporting column or a floating body and a weight, a plurality of anti-sloshing members may be provided so as to be vertically spaced or overlapped.

本発明を実施する場合、スロッシング防止部材5として骨組構造版の形態の場合に、側方開口凹部14を有する形態の骨組構造版としてもよい。
When practicing the present invention, when the anti-sloshing member 5 is in the form of a frame structure plate, it may be a frame structure plate having a side opening recess 14.

本発明の第1実施形態のスロッシング防止装置を示すものであって、(a)は貯留槽に設けた状態を示す縦断正面図、(b)は(a)の平面図である。BRIEF DESCRIPTION OF THE DRAWINGS The sloshing prevention apparatus of 1st Embodiment of this invention is shown, Comprising: (a) is a vertical front view which shows the state provided in the storage tank, (b) is a top view of (a). 図1におけるスロッシング防止部材の変形形態を示す縦断正面図である。It is a vertical front view which shows the deformation | transformation form of the sloshing prevention member in FIG. 本発明の第2実施形態のスロッシング防止装置を示すものであって、(a)は貯留槽に設けた状態を示す縦断正面図、(b)は(a)の平面図である。The sloshing prevention apparatus of 2nd Embodiment of this invention is shown, Comprising: (a) is a longitudinal front view which shows the state provided in the storage tank, (b) is a top view of (a). 本発明の第3実施形態のスロッシング防止装置を示すものであって、(a)は貯留槽に設けた状態を示す縦断正面図、(b)は(a)の平面図である。The sloshing prevention device of 3rd Embodiment of this invention is shown, Comprising: (a) is a longitudinal front view which shows the state provided in the storage tank, (b) is a top view of (a). 本発明の第4実施形態のスロッシング防止装置を示すものであって、(a)は貯留槽に設けた状態を示す縦断正面図、(b)は(a)の平面図である。The sloshing prevention apparatus of 4th Embodiment of this invention is shown, Comprising: (a) is a longitudinal front view which shows the state provided in the storage tank, (b) is a top view of (a). 本発明の第5実施形態のスロッシング防止装置を示すものであって、(a)は貯留槽に設けた状態を示す縦断正面図、(b)は(a)の平面図である。The sloshing prevention device of 5th Embodiment of this invention is shown, Comprising: (a) is a longitudinal front view which shows the state provided in the storage tank, (b) is a top view of (a). 本発明の第6実施形態のスロッシング防止装置を示すものであって、(a)は貯留槽に設けた状態を示す縦断正面図、(b)は(a)の平面図である。The sloshing prevention device of 6th Embodiment of this invention is shown, Comprising: (a) is a longitudinal front view which shows the state provided in the storage tank, (b) is a top view of (a). (a)は液面上に浮き平板を設けた場合の挙動を示す縦断正面図、(b)は(a)の平面図である。(A) is a longitudinal front view showing the behavior when a floating flat plate is provided on the liquid surface, and (b) is a plan view of (a). (a)はスロッシングが生じている状態を示す縦断正面図、(b)は(a)の平面図である。(A) is a longitudinal front view showing a state where sloshing has occurred, (b) is a plan view of (a). スロッシング防止部材を設置した貯留容器の模型を示す図である。It is a figure which shows the model of the storage container which installed the anti-sloshing member. 模型貯留容器内にスロッシング防止部材を設けた場合と設けない場合について振動台実験をした結果について、棒グラフとした説明図である。It is explanatory drawing made into the bar graph about the result of having performed the shaking table test about the case where a sloshing prevention member is provided in a model storage container, and the case where it does not provide.

符号の説明Explanation of symbols

1 スロッシング防止装置
2 貯留容器
3 貯留液
4 液面
5 スロッシング防止部材
6 支柱
9 座板
10 底板
11 充填材
12 内壁面
13 貫通孔
14 凹部
15 支柱挿通孔
16 ボルト挿通用横孔
17 ボルト挿通用横孔
18 ボルト
19 ナット
20 円弧状部材
21 外側環状部材
22 内側環状部材
23 柱連結部材
24 連結梁材
27 連結部材
28 浮体
29 重錘
30 連結条体
31 平板
DESCRIPTION OF SYMBOLS 1 Sloshing prevention apparatus 2 Reservoir 3 Reservoir 4 Liquid surface 5 Sloshing prevention member 6 Post 9 Seat plate 10 Bottom plate 11 Filler 12 Inner wall surface 13 Through hole 14 Recess 15 Post insertion hole 16 Bolt insertion side hole 17 Bolt insertion side hole Hole 18 Bolt 19 Nut 20 Arc-shaped member 21 Outer annular member 22 Inner annular member 23 Column connecting member 24 Connecting beam member 27 Connecting member 28 Floating body 29 Weight 30 Connecting strip 31 Flat plate

Claims (6)

貯留容器内の液体のスロッシングを軽減するスロッシング防止装置であって、液面から液内に向かって下方に離れた位置までの間に、横向きのスロッシング防止部材が貯留容器内壁から離れた状態を保持されるように設けられていることを特徴とするスロッシング防止装置。   Anti-sloshing device that reduces sloshing of the liquid in the storage container, and keeps the state of the anti-sloshing member facing away from the inner wall of the storage container between the liquid level and the position spaced downward from the liquid surface. An anti-sloshing device characterized by being provided. 前記スロッシング防止部材は貯留容器内に立設された支柱により支持さ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防止装置。   2. The anti-sloshing device according to claim 1, wherein the anti-sloshing member is supported by a support column erected in the storage container. スロッシング防止部材は支柱に対して上下方向に位置調整可能に設けられていることを特徴とする請求項2に記載のスロッシング防止装置。   The anti-sloshing device according to claim 2, wherein the anti-sloshing member is provided so that the position of the anti-sloshing member can be adjusted in the vertical direction. スロッシング防止部材はこれに連結された浮体と重錘とにより、液面から液内に向かって離れた位置までの間に配置さ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防止装置。   2. The anti-sloshing device according to claim 1, wherein the anti-sloshing member is disposed between the liquid surface and a position away from the liquid surface by a floating body and a weight connected to the anti-sloshing member. スロッシング防止部材は、平板または上下に貫通した側方開口凹部または孔による空隙を有する平板のいずれかの平板状の部材とされていることを特徴とする請求項1から請求項4のいずれかに記載のスロッシング防止装置。   5. The sloshing prevention member is a flat plate member of any one of a flat plate or a flat plate having a lateral opening recess or a hole penetrating vertically. The anti-sloshing device as described. スロッシング防止部材は、上下に貫通した側方開口凹部または孔による空隙を有する骨組み構造版とされていることを特徴とする請求項1から請求項4のいずれかに記載のスロッシング防止装置。   The sloshing prevention device according to any one of claims 1 to 4, wherein the sloshing prevention member is a frame structure plate having a side opening concave portion or a hole formed by a hole penetrating vertically.
JP2004214099A 2004-07-22 2004-07-22 Sloshing prevention device Expired - Fee Related JP4219305B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004214099A JP4219305B2 (en) 2004-07-22 2004-07-22 Sloshing prevention device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004214099A JP4219305B2 (en) 2004-07-22 2004-07-22 Sloshing prevention device

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP2008178694A Division JP4828580B2 (en) 2008-07-09 2008-07-09 Sloshing prevention device

Publications (2)

Publication Number Publication Date
JP2006036217A true JP2006036217A (en) 2006-02-09
JP4219305B2 JP4219305B2 (en) 2009-02-04

Family

ID=35901636

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004214099A Expired - Fee Related JP4219305B2 (en) 2004-07-22 2004-07-22 Sloshing prevention device

Country Status (1)

Country Link
JP (1) JP4219305B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009107718A (en) * 2007-11-01 2009-05-21 Toshiba Corp Sloshing restraint device and tank using the same
JP2013527070A (en) * 2010-04-13 2013-06-27 ナショナル ユニヴァーシティー オブ シンガポール Liquid stabilization device
JP2014123620A (en) * 2012-12-20 2014-07-03 Kitamura Seisakusho:Kk Radio apparatus accommodation station building
JP2014523380A (en) * 2011-07-26 2014-09-11 サムスン ヘビー インダストリーズ カンパニー リミテッド Sloshing suppression device
KR101889320B1 (en) * 2018-02-12 2018-08-17 (주)대명에스이에스 Wave water tank with improved water pressure resistance and aseismicity

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009107718A (en) * 2007-11-01 2009-05-21 Toshiba Corp Sloshing restraint device and tank using the same
JP2013527070A (en) * 2010-04-13 2013-06-27 ナショナル ユニヴァーシティー オブ シンガポール Liquid stabilization device
JP2014523380A (en) * 2011-07-26 2014-09-11 サムスン ヘビー インダストリーズ カンパニー リミテッド Sloshing suppression device
US10131497B2 (en) 2011-07-26 2018-11-20 Samsung Heavy Ind. Co., Ltd. Apparatus for suppressing sloshing
JP2014123620A (en) * 2012-12-20 2014-07-03 Kitamura Seisakusho:Kk Radio apparatus accommodation station building
KR101889320B1 (en) * 2018-02-12 2018-08-17 (주)대명에스이에스 Wave water tank with improved water pressure resistance and aseismicity

Also Published As

Publication number Publication date
JP4219305B2 (en) 2009-02-04

Similar Documents

Publication Publication Date Title
JP4828580B2 (en) Sloshing prevention device
JP2006008148A (en) Sloshing suppressing apparatus
JP2014051320A (en) Sloshing vibration control method and vibration control device
JP4219305B2 (en) Sloshing prevention device
CA2637965A1 (en) Methods and apparatus for protecting offshore structures
JP2018020622A (en) Oscillation reduction device for floating body structure and floating body structure
JP2007191183A (en) Sloshing inhibition device
JPH08101296A (en) Sloshing overflow preventer
JP2008213886A (en) Floating roof type liquid storage tank
JP2007253968A (en) Earthquake-isolating device, and floating roof type tank
JP4895617B2 (en) Sloshing suppression device
JP5971539B2 (en) Suppression structure of spherical tank
JP4895652B2 (en) Sloshing suppression material and sloshing suppression method
JP2005247353A (en) Sloshing preventive structure of large tank
JP2016159199A (en) Sloshing suppression structure in settling pond
JP7325365B2 (en) Support structure for superstructure
JPH0756190B2 (en) Vibration suppression device for structures
JP2008013224A (en) Sloshing damper and modification method of existing tank
JP2004257120A (en) Connection structure used for foundation of building
JP2005343540A (en) Vibration proof device of floating roof in liquid storage tank
JP5920689B2 (en) Structure for preventing collapse of spherical tank and method for forming the same
JP2005280837A (en) Structure of vertically steel cylindrical liquid storage tank
JP7325366B2 (en) Support structure for superstructure
KR200485919Y1 (en) Penetrating pipe support device for the ship&#39;s deck
JP2006315717A (en) Floating roof rocking suppressor

Legal Events

Date Code Title Description
A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A712

Effective date: 20060804

RD03 Notification of appointment of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7423

Effective date: 20060822

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20061030

A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A712

Effective date: 20070717

RD03 Notification of appointment of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7423

Effective date: 20070831

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20080513

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20080520

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20080709

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20080805

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20080924

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20081021

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20081111

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111121

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4219305

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111121

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121121

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121121

Year of fee payment: 4

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121121

Year of fee payment: 4

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131121

Year of fee payment: 5

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131121

Year of fee payment: 5

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131121

Year of fee payment: 5

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131121

Year of fee payment: 5

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313115

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131121

Year of fee payment: 5

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313117

R360 Written notification for declining of transfer of rights

Free format text: JAPANESE INTERMEDIATE CODE: R360

R370 Written measure of declining of transfer procedure

Free format text: JAPANESE INTERMEDIATE CODE: R370

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313117

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees