JP2019151346A - Holding structure for tank - Google Patents

Holding structure for tank Download PDF

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JP2019151346A
JP2019151346A JP2018035636A JP2018035636A JP2019151346A JP 2019151346 A JP2019151346 A JP 2019151346A JP 2018035636 A JP2018035636 A JP 2018035636A JP 2018035636 A JP2018035636 A JP 2018035636A JP 2019151346 A JP2019151346 A JP 2019151346A
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tank
holding structure
fiber
reinforced plastic
fiber reinforced
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JP7131925B2 (en
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直樹 藤井
Naoki Fujii
直樹 藤井
宏行 保延
Hiroyuki Honobe
宏行 保延
勝哉 池野
Katsuya Ikeno
勝哉 池野
智宏 田中
Tomohiro Tanaka
智宏 田中
剛 西畑
Takeshi Nishihata
剛 西畑
研也 ▲高▼橋
研也 ▲高▼橋
Kenya Takahashi
竹家 宏治
Koji Takeya
宏治 竹家
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Penta Ocean Construction Co Ltd
Tokyo Electric Power Services Co Ltd
SE Corp
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Penta Ocean Construction Co Ltd
Tokyo Electric Power Services Co Ltd
SE Corp
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Abstract

To provide a holding structure for a tank, capable of preventing the tank from dropping from a tank base and from drifting in a relatively simple manner even when the tank is submerged in water at flood disaster or the like.SOLUTION: A holding structure for a tank is a structure A for holding a tank 1, which is installed in a region prone to be submerged at flood disaster, in the case that the tank is submerged. The holding structure for a tank comprises: a fiber-reinforced plastic 2, which is a composite material including a fiber sheet and a resin material, arranged onto a side surface 1e of the tank 1 to surround the tank 1; connection means 3, which causes the fiber-reinforced plastic 2 to surround and to be attached onto the tank 1, and which is fixed onto the side surface 1e of the tank 1; fixation means 4, which is indirectly or directly fixed onto the ground G; and coupling means 5 coupling the connection means 3 and the fixation means 4.SELECTED DRAWING: Figure 1

Description

本発明は、沿岸地域に設けられたタンクを水害時に保持するためのタンクの保持構造に関する。   The present invention relates to a tank holding structure for holding a tank provided in a coastal area during a flood.

港などの沿岸地域には、漁船などの船舶に燃料を補給するためのオイルタンク、ガスタンクが設けられている(例えば、特許文献1、特許文献2参照)。   In coastal areas such as harbors, oil tanks and gas tanks for refueling ships such as fishing boats are provided (see, for example, Patent Document 1 and Patent Document 2).

例えば、漁船に燃料を補給するためのオイルタンクは、屋外に設置され、コンクリート製で環状の防油堤の内部に設けられたコンクリート製の基台上に設置されている。   For example, an oil tank for refueling a fishing boat is installed outdoors and is installed on a concrete base made of concrete and provided inside an annular oil barrier.

この種のタンクは、鋼製で、円筒状の胴部の上側開口をリリーフ弁や開閉口を備えた蓋部で閉塞し、下側開口を底版部で閉塞して密閉可能に形成されている。また、タンクの下端部の外周には、外面から径方向外側に突出し、周方向に延びる環状のフランジが設けられ、このフランジには、周方向に所定の間隔をあけて複数のボルト挿通孔が貫通形成されている。   This type of tank is made of steel, and is formed so that it can be sealed by closing the upper opening of the cylindrical body with a lid provided with a relief valve and an opening and closing, and closing the lower opening with a bottom plate. . In addition, an annular flange that protrudes radially outward from the outer surface and extends in the circumferential direction is provided on the outer periphery of the lower end of the tank, and a plurality of bolt insertion holes are provided in the flange at predetermined intervals in the circumferential direction. It is formed through.

そして、上記のように構成した円筒型のタンクは、コンクリート製の基台に定着するアンカーボルトをフランジのボルト挿通孔に挿通しナットを締結することによって、基台上に固定して設置されている。   The cylindrical tank constructed as described above is fixedly installed on the base by inserting the anchor bolt fixed on the concrete base into the bolt insertion hole of the flange and fastening the nut. Yes.

特開2017−149449号公報JP 2017-149449 A 特開2015−227182号公報JP2015-227182A

一方、東日本大震災では、沿岸地域に設置された多くのタンクが津波によって流され、タンクから石油、LNG、LPG等の可燃性の液体が漏洩し、火災、汚染を招いたことが確認、報告されている。   On the other hand, in the Great East Japan Earthquake, many tanks installed in the coastal area were washed away by the tsunami, and it was confirmed and reported that flammable liquids such as oil, LNG, and LPG leaked from the tanks, resulting in fires and pollution. ing.

また、漁港近くの屋外に設けられ、漁船に燃料を補給するための小型のタンクが数多く津波の影響で流されたことが確認されている。   In addition, it has been confirmed that many small tanks installed outside the fishing port and used to refuel fishing boats were washed away by the tsunami.

ここで、内部の液量が少ないタンクは、液量に応じて質量が小さくなるため、地震による地盤の揺れや津波の波力による衝撃によって倒壊しやすく、満液に近いタンクは、質量が大きいため、地震による地盤の揺れや津波の波力による衝撃により倒壊して流される可能性が低いと考えられていた。   Here, a tank with a small amount of liquid has a mass that decreases according to the amount of liquid, so it is easy to collapse due to ground shaking due to an earthquake or an impact caused by tsunami wave force, and a tank near full liquid has a large mass. For this reason, it was thought that there was a low possibility that the ground would collapse and be swept away by an earthquake caused by ground shaking or tsunami wave force.

しかしながら、東日本大震災では、満液のタンクも津波の影響で流され、内容液が漏洩し、何らかの要因で着火して火災を引き起こしたことが確認されている。流されたタンクが衝突して建物などの構造物に損傷を与えた可能性もある。   However, in the Great East Japan Earthquake, it was confirmed that the full tank was also washed away due to the tsunami, the content liquid leaked and ignited for some reason, causing a fire. There is a possibility that the washed tank collided and damaged structures such as buildings.

また、漁船に燃料を補給するための小型のタンクの多くは、津波の波力による衝撃ではなく、水に浸かり浮力が作用したことによって基台から引き抜け、漂流したことが確認、報告されている。さらに、タンクの底部と基台の間に水が浸入したことによってタンクに大きな浮力が作用し、基台からの脱落を誘発したと考えられている。   Also, it was confirmed and reported that many of the small tanks for refueling fishing boats were not drawn by the tsunami wave force, but were pulled out of the base and drifted due to the buoyancy acting in the water. Yes. Furthermore, it is believed that the water entered between the bottom of the tank and the base caused a large buoyancy to act on the tank, causing dropout from the base.

したがって、水害等によりタンクが水に浸った場合であっても、タンクが基台から脱落、漂流することを防止できる手法が強く望まれている。   Therefore, even when the tank is immersed in water due to water damage or the like, a technique that can prevent the tank from falling off and drifting from the base is strongly desired.

本発明は、上記事情に鑑み、水害等によりタンクが水に浸った場合であっても、タンクの基台からの脱落、漂流を比較的簡便に防止できるタンクの保持構造を提供することを目的とする。   The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a tank holding structure that can prevent the tank from falling off and drifting relatively easily even when the tank is immersed in water due to water damage or the like. And

上記の目的を達するために、この発明は以下の手段を提供している。   In order to achieve the above object, the present invention provides the following means.

本発明のタンクの保持構造は、水害時に水に浸かり得る地域に設置されたタンクを水に浸かった場合に保持するための構造であって、繊維シートと樹脂材の複合材料であり、前記タンクの側面に前記タンクを囲繞するように設けられる繊維強化プラスチックと、前記タンクを囲繞するように前記繊維強化プラスチックを設けるとともに前記タンクの側面に固定して配設される接続手段と、間接的または直接的に地盤に固定して配設される定着手段と、前記接続手段と前記定着手段とを連結する連結手段とを備えることを特徴とする。   The tank holding structure of the present invention is a structure for holding a tank installed in an area where it can be immersed in water in the event of a flood, and is a composite material of a fiber sheet and a resin material. A fiber reinforced plastic provided on the side of the tank to surround the tank, a connection means provided on the side of the tank and provided with the fiber reinforced plastic to surround the tank, and indirectly or It is characterized by comprising fixing means arranged directly fixed to the ground, and connecting means for connecting the connecting means and the fixing means.

また、本発明のタンクの保持構造において、前記接続手段は、輪状の接続部と、前記接続部に繋がる略矩形板状あるいは略棒状の固定部とを備えてなり、長手方向を上下方向に向けて配された前記固定部が前記タンクを囲繞するように前記繊維強化プラスチックを設けるとともに前記繊維強化プラスチックと前記タンクの側面の間に挟持されて前記タンクの側面に固設され、前記接続部が前記タンクの側面の外側に突設されることが望ましい。   In the tank holding structure of the present invention, the connecting means includes a ring-shaped connecting portion and a substantially rectangular plate-like or substantially rod-like fixing portion connected to the connecting portion, and the longitudinal direction is directed vertically. The fiber reinforced plastic is provided so that the fixed portion arranged in a manner surrounds the tank, and is sandwiched between the fiber reinforced plastic and the side surface of the tank and fixed to the side surface of the tank. It is desirable to project outside the side surface of the tank.

さらに、本発明のタンクの保持構造において、前記繊維強化プラスチックは、少なくとも前記タンクの座屈発生予想位置を含んで前記タンクの座屈耐力を向上させるようにその設置範囲が設定されていることがより望ましい。   Further, in the tank holding structure of the present invention, the fiber reinforced plastic may have an installation range set so as to improve the buckling strength of the tank including at least a predicted position of buckling occurrence of the tank. More desirable.

本発明のタンクの保持構造においては、繊維強化プラスチック(FRP)によってタンクに固定して設けられた接続手段と、地盤に定着させた定着手段とが連結手段で連結されているため、水害時にタンクに波力や浮力が作用してもタンクを保持することが可能になる。   In the tank holding structure of the present invention, the connecting means fixed to the tank with fiber reinforced plastic (FRP) and the fixing means fixed on the ground are connected by the connecting means, so that the tank is protected in the event of a flood. Even if wave force or buoyancy acts on the tank, the tank can be held.

また、このとき、接続手段をタンクに繊維シートを巻き回して貼設してなる繊維強化プラスチックによってタンクの側面に固定するようにしているため、接続手段に作用する外力を繊維強化プラスチックに伝達し、点ではなく繊維強化プラスチックの大きな面積の面で分散支持することが可能になる。さらに、繊維強化プラスチックは連結手段の張力に対し、タンクの側面への付着力だけでなく、フープ筋のように周方向の力で対抗することができる。これにより、タンクに大きな外力が作用した際に、より確実にタンクを保持することが可能になる。   At this time, the connection means is fixed to the side surface of the tank by the fiber reinforced plastic obtained by winding the fiber sheet around the tank, and the external force acting on the connection means is transmitted to the fiber reinforced plastic. It becomes possible to disperse and support not only in terms of points but also in terms of the large area of fiber reinforced plastic. Furthermore, the fiber reinforced plastic can counter the tension of the connecting means not only by the adhesion force to the side surface of the tank but also by a circumferential force like a hoop. This makes it possible to hold the tank more reliably when a large external force is applied to the tank.

よって、本発明のタンクの保持構造によれば、津波や高潮、台風、豪雨、ダムや堤防の決壊、越流など、あらゆる水害に伴って水に浸かり得る地域(沿岸地域など)に設置されたタンクが、水害時に水に浸った場合であっても、このタンクが基台から脱落し漂流することを防止できる。   Therefore, according to the holding structure of the tank of the present invention, it was installed in an area (coastal area, etc.) that can be immersed in water due to any flood damage, such as tsunami, storm surge, typhoon, heavy rain, dam or levee break, overflow Even when the tank is immersed in water at the time of flooding, the tank can be prevented from falling off the base and drifting.

本発明の一実施形態に係るタンクの保持構造を示す図である。It is a figure which shows the holding structure of the tank which concerns on one Embodiment of this invention.

以下、図1を参照し、本発明の一実施形態に係るタンクの保持構造について説明する。   A tank holding structure according to an embodiment of the present invention will be described below with reference to FIG.

本実施形態のタンクの保持構造は、津波や高潮、台風、豪雨、ダムや堤防の決壊、越流など、あらゆる水害に伴って水に浸かり得る地域(沿岸地域など)に設置されたタンクを対象とし、水害時に水に浸った場合であってもタンクが流されることを防止するための構造に関するものである。   The tank holding structure of this embodiment is intended for tanks installed in areas that can be submerged in water (such as coastal areas) such as tsunamis, storm surges, typhoons, heavy rains, dams and levee breaks, and overflows. In addition, the present invention relates to a structure for preventing the tank from flowing even when it is immersed in water during a flood.

具体的に、本実施形態のタンク1は、図1に示すように、例えば、漁船などの船舶に燃料を補給するための円筒型のオイルタンクであり、鋼製で、円筒状の胴部1aの上側開口をリリーフ弁や開閉口を備えた蓋部1bで閉塞し、下側開口を底版部1cで閉塞して密閉可能に形成されている。また、タンク1の下端部の外周には、外面から径方向外側に突出し、周方向に延びる環状のフランジ1dが設けられ、コンクリート製の基台6上に固定して設置されている。   Specifically, as shown in FIG. 1, the tank 1 of this embodiment is a cylindrical oil tank for supplying fuel to a ship such as a fishing boat, and is made of steel and has a cylindrical body 1a. The upper opening is closed by a lid portion 1b having a relief valve and an opening / closing port, and the lower opening is closed by a bottom plate portion 1c so as to be sealed. Further, an annular flange 1 d that protrudes radially outward from the outer surface and extends in the circumferential direction is provided on the outer periphery of the lower end portion of the tank 1, and is fixedly installed on the concrete base 6.

一方、本実施形態のタンクの保持構造Aは、タンク1の側面1eにタンク1を囲繞するように設けられるFRP(Fiber-Reinforced Plastics:繊維材と樹脂材の複合材料、繊維強化プラスチック)2と、タンク1を囲繞するようにFRP2を設けるとともにタンク1の側面1eに固定して配設される接続手段3と、間接的または直接的に地盤Gに固定して配設される定着手段4と、接続手段3と定着手段4とを連結する連結手段5とを備えて構成されている。   On the other hand, the tank holding structure A of the present embodiment has an FRP (Fiber-Reinforced Plastics: fiber material and resin material composite, fiber reinforced plastic) 2 provided on the side surface 1e of the tank 1 so as to surround the tank 1. The FRP 2 is provided so as to surround the tank 1 and is connected to the side surface 1e of the tank 1 so as to be fixed, and the fixing means 4 is fixed to the ground G indirectly or directly. The connecting means 3 and the fixing means 4 are connected to the connecting means 5.

本実施形態のFRP2は、繊維シート(シート状の繊維材)をタンク1の側面1eに巻き回し、接着樹脂を含浸させて、タンク1の側面1eの所望の高さ位置に所定の高さ範囲を被覆するように貼設されている。   In the FRP 2 of the present embodiment, a fiber sheet (sheet-like fiber material) is wound around the side surface 1e of the tank 1 and impregnated with an adhesive resin, and a predetermined height range is provided at a desired height position on the side surface 1e of the tank 1. It is stuck so as to cover.

FRP2の繊維材としては、炭素繊維、アラミド繊維、ガラス繊維等、FRP2に適用可能であればあらゆる繊維材を用いることができる。また、繊維方向を一方向に揃えてシート状に形成、あるいは、例えば繊維方向を一方向と一方向に直交する他方向に向け、繊維を織り込んでシート状に形成したものなどが好適な繊維材として挙げられる。なお、繊維材の繊維の種類、繊維方向等は必ずしも限定しなくてもよい。   As the fiber material of FRP2, any fiber material can be used as long as it is applicable to FRP2, such as carbon fiber, aramid fiber, and glass fiber. Also suitable is a fiber material that is formed in a sheet shape with the fiber direction aligned in one direction, or that is formed into a sheet shape by weaving the fibers in the other direction perpendicular to the one direction and the one direction, for example. As mentioned. In addition, the kind of fiber of a fiber material, a fiber direction, etc. do not necessarily need to be limited.

FRP2の樹脂材としては、接着部分の不陸修正、表面処理、下塗り、繊維材への含浸、仕上げ等にそれぞれ適した樹脂材を適宜選択的に用いればよい。例えば、下塗り、繊維材への含浸等には、所望の接着強度、含浸性能等を発現、具備するエポキシ樹脂やアクリル樹脂など、仕上げ材には、所望の耐候性、見栄えの確保が可能なウレタン樹脂、フッ素樹脂などが挙げられる。なお、FRP2の樹脂材においても特に限定を必要としない。   As the FRP2 resin material, resin materials suitable for uneven adhesion correction, surface treatment, undercoating, fiber material impregnation, finishing, and the like may be selectively used as appropriate. For example, urethane that can exhibit desired adhesion strength, impregnation performance, etc. for undercoating and fiber impregnation, etc., and finish materials such as epoxy resins and acrylic resins that can ensure desired weather resistance and appearance. Examples thereof include resins and fluororesins. The FRP2 resin material is not particularly limited.

接続手段3としては、例えば、頭部が輪状に形成され、連結手段5を接続するアイボルト(輪状の接続部)3aと、アイボルト3aをボルト接合する略矩形板状あるいは略棒状の固定部材(アイプレートなど、固定部)3bとで構成することが好ましい。本実施形態では、アイボルト3aが輪状の頭部(接続部)と外周に雄ネジの螺刻が施されたボルト部(軸部)とを一体に備えて形成され、固定部材3bが長さ方向略中央の所定位置にアイボルト3aのボルト部を螺合する雌ネジ孔を備えて形成されている。なお、本発明に係る接続手段3は、輪状の接続部と、接続部に繋がる固定部とを備えていればよく、本実施形態の構成に限定する必要はない。   As the connecting means 3, for example, the head is formed in a ring shape, and an eyebolt (ring-shaped connecting portion) 3a for connecting the connecting means 5 and a substantially rectangular plate-like or rod-like fixing member (eye) for bolting the eyebolt 3a. It is preferable to configure with a fixed portion 3b such as a plate. In this embodiment, the eyebolt 3a is integrally formed with a ring-shaped head (connecting portion) and a bolt portion (shaft portion) whose outer periphery is threaded with a male screw, and the fixing member 3b is in the length direction. A female screw hole for screwing the bolt portion of the eyebolt 3a is formed at a predetermined position substantially at the center. In addition, the connection means 3 which concerns on this invention should just be provided with the ring-shaped connection part and the fixing | fixed part connected to a connection part, and does not need to be limited to the structure of this embodiment.

そして、接続手段3としてアイボルト3aと固定部材3bを用いる場合には、アイボルト3aをボルト接合した固定部材3bを、長手方向を上下方向に配しつつタンク1の側面1eに固着(仮接着)し、タンク1の側面1eに繊維シートを巻き付けつつ固定部材3bの上に繊維シートを貼設して固定部材3bを挟持する。   When the eyebolt 3a and the fixing member 3b are used as the connecting means 3, the fixing member 3b to which the eyebolt 3a is bolted is fixed (temporarily bonded) to the side surface 1e of the tank 1 with the longitudinal direction being arranged in the vertical direction. The fiber sheet is stuck on the fixing member 3b while the fiber sheet is wound around the side surface 1e of the tank 1, and the fixing member 3b is sandwiched.

これにより、アイボルト3aの輪状の頭部を突出させつつタンク1の側面1eに接続手段3を固定することができる。また、本実施形態では、このような接続手段3がタンク1の軸線O1中心の周方向に所定の間隔をあけて複数設けられる。   Thereby, the connection means 3 can be fixed to the side surface 1e of the tank 1 while projecting the annular head of the eyebolt 3a. Further, in the present embodiment, a plurality of such connecting means 3 are provided at predetermined intervals in the circumferential direction around the center of the axis O1 of the tank 1.

本実施形態の定着手段4は、グラウンドアンカーであり、タンク1及び基台6の外側の地盤Gに打設されている。また、複数の接続手段3のそれぞれに対応するように、複数の定着手段4がタンク1の軸線O1中心の周方向に沿って所定の間隔をあけて設けられている。   The fixing means 4 of the present embodiment is a ground anchor and is placed on the ground G outside the tank 1 and the base 6. A plurality of fixing means 4 are provided at predetermined intervals along the circumferential direction of the center of the axis O1 of the tank 1 so as to correspond to each of the plurality of connecting means 3.

本実施形態の連結手段5は、ワイヤーなどの索状体であり、一端側を接続手段3のアイボルト3aに、他端側を定着手段4のグラウンドアンカーにそれぞれ接続して配設されている。また、索状体の張り具合を適宜調整可能な張力調整手段を備えることで、所望の適度な張り具合で索状体を設けることができる。   The connecting means 5 of the present embodiment is a cable-like body such as a wire, and is disposed with one end connected to the eyebolt 3 a of the connecting means 3 and the other end connected to the ground anchor of the fixing means 4. Further, by providing tension adjusting means capable of appropriately adjusting the tension of the cord-like body, the cord-like body can be provided with a desired moderate tension.

なお、接続手段3は、FRP2とともにタンク1の側面1eに取り付けられ、連結手段5を介して定着手段4に連結可能であれば、特にその構成を限定する必要はない。また、定着手段4は、地盤Gに直接、あるいは基台6や近隣の重量物に取り付けるなどして地盤Gに間接的に定着されていればよく、必ずしもグラウンドアンカーに限定しなくてもよい。さらに、連結手段5は、接続手段3と定着手段4を連結することが可能であれば、必ずしも索状体でなくてもよい。   The connecting means 3 is not particularly limited as long as it is attached to the side surface 1e of the tank 1 together with the FRP 2 and can be connected to the fixing means 4 via the connecting means 5. The fixing unit 4 may be fixed to the ground G directly or indirectly to the ground G by being attached to the base 6 or a nearby heavy object, and is not necessarily limited to the ground anchor. Further, the connecting means 5 is not necessarily a cord-like body as long as the connecting means 3 and the fixing means 4 can be connected.

次に、本実施形態のタンクの保持構造Aを設ける際には、タンク1の側面1eを適宜不陸修正、下地処理したのち、固定部材3bを仮接着して複数の接続手段3をタンク1の側面1eの所定位置に配設するとともに、下塗り、繊維シートの巻き付け、繊維シートの含浸接着を行ってFRP2を形成する。このとき、複数の繊維シートを積層してFRP2を形成してもよく、さらに各層の繊維シートの繊維方向を異なる所望の方向に向けて積層するようにしてもよい。   Next, when the tank holding structure A of the present embodiment is provided, the side surface 1e of the tank 1 is appropriately corrected for unevenness, and after the ground treatment, the fixing member 3b is temporarily bonded to connect the plurality of connection means 3 to the tank 1. The FRP 2 is formed by disposing at a predetermined position on the side surface 1e and undercoating, winding the fiber sheet, and impregnating and bonding the fiber sheet. At this time, FRP2 may be formed by laminating a plurality of fiber sheets, and the fiber directions of the fiber sheets of each layer may be laminated in different desired directions.

また、FRP2の表面に仕上げの塗装を行う。なお、必ずしも仕上げ塗装を行わなくてもよい。   Also, finish coating is performed on the surface of FRP2. It is not always necessary to perform finish coating.

ここで、タンク1の側面1eに繊維シートを接着するFRP設置領域(タンク側の繊維シート接着範囲)Mは、特に限定を必要としないが、例えば、象足座屈、提灯座屈、ダイヤモンド座屈など、地震などの外力がタンク1に作用したときに生じ得るタンク座屈の位置を考慮し、この座屈発生予測位置を補強できるように設定することが好ましい。すなわち、地震などの外力によるタンク1の損傷を抑止/防止できるようにFRP2の設置領域を設定することが好ましい。   Here, the FRP installation area (tank side fiber sheet adhesion range) M for adhering the fiber sheet to the side surface 1e of the tank 1 is not particularly limited. For example, elbow leg buckling, lantern buckling, diamond seat In consideration of the position of tank buckling that may occur when an external force such as an earthquake acts on the tank 1 such as bending, it is preferable to set the buckling occurrence predicted position to be reinforced. That is, it is preferable to set the installation area of the FRP 2 so that damage to the tank 1 due to an external force such as an earthquake can be suppressed / prevented.

そして、地盤Gに打設した定着手段4のグラウンドアンカーと、接続手段3のアイボルト3aの輪状頭部に連結手段5の索状体のワイヤーの一端部側と他端部側を接続し、本実施形態のタンクの保持構造Aが完成する。   Then, one end side and the other end side of the wire of the cord-like body of the connecting means 5 are connected to the ground anchor of the fixing means 4 placed on the ground G and the ring-shaped head of the eyebolt 3a of the connecting means 3, The tank holding structure A of the embodiment is completed.

上記構成からなる本実施形態のタンクの保持構造Aにおいては、FRP2によってタンク1に固定して設けられた接続手段3のアイボルト3aと、地盤Gに定着した定着手段4のグラウンドアンカーとが連結手段5の索状体で連結されているため、水害時にタンク1に波力や浮力が作用してもタンク1を保持することが可能になる。   In the tank holding structure A of the present embodiment having the above configuration, the eyebolt 3a of the connecting means 3 fixed to the tank 1 by the FRP 2 and the ground anchor of the fixing means 4 fixed to the ground G are the connecting means. 5 are connected by the cord-like bodies, it is possible to hold the tank 1 even if wave force or buoyancy acts on the tank 1 in the event of flood.

また、このとき、接続手段3の固定部材3bを、タンク1に繊維シートを巻き回して貼設してなるFRP2によってタンク1の側面1eに固定するようにしているため、接続手段3に作用する外力をFRP2に点ではなくFRP2の大きな面積の面に伝達して支持することが可能になる。さらに、FRP2はワイヤー張力に対し、タンク1の側面1eへの付着力だけでなく、フープ筋のように周方向の力で対抗することができる。これにより、タンク1に大きな外力が作用した際に、より確実にタンク1を保持することが可能になる。   At this time, the fixing member 3b of the connecting means 3 is fixed to the side surface 1e of the tank 1 by the FRP 2 formed by winding and sticking a fiber sheet around the tank 1, and thus acts on the connecting means 3. The external force can be transmitted to and supported by the FRP 2 not on the point but on the surface of the FRP 2 having a large area. Further, the FRP 2 can counter the wire tension not only by the adhesion force to the side surface 1e of the tank 1 but also by a circumferential force like a hoop. This makes it possible to hold the tank 1 more reliably when a large external force is applied to the tank 1.

よって、本実施形態のタンクの保持構造Aによれば、津波や高潮、台風、豪雨、ダムや堤防の決壊、越流など、あらゆる水害に伴って水に浸かり得る地域(沿岸地域など)に設置されたタンク1が、水害時に水に浸った場合であっても、このタンク1が基台6から脱落し漂流することを防止できる。   Therefore, according to the tank holding structure A of the present embodiment, it is installed in an area (such as a coastal area) where it can be immersed in water due to any flood damage, such as tsunami, storm surge, typhoon, heavy rain, dam or bank break, overflow Even when the tank 1 is immersed in water at the time of flooding, the tank 1 can be prevented from falling off the base 6 and drifting.

さらに、本実施形態のタンクの保持構造Aにおいては、FRP2や接続手段3、定着手段4、連結手段5の設置に、溶接など火器を使用する必要がないため、漁港などの沿岸地域に多数設けられているオイルタンク(やガスタンク)などに対しても好適に採用することができる。   Furthermore, in the tank holding structure A of the present embodiment, it is not necessary to use a firearm such as welding for the installation of the FRP 2, the connecting means 3, the fixing means 4, and the connecting means 5, so that a large number are provided in coastal areas such as fishing ports. The oil tank (or gas tank) that is used can be suitably employed.

さらに、FRP2の設置範囲Mを、少なくともタンク1の座屈発生予想位置を含むように設定することによって、効果的にタンク1を補強することができ、地震などが発生した際にタンク1の座屈、損傷をFRP2によって防止することが可能になる。   Furthermore, the tank 1 can be effectively reinforced by setting the installation range M of the FRP 2 so as to include at least the buckling occurrence predicted position of the tank 1, and the seating of the tank 1 when an earthquake or the like occurs. Bending and damage can be prevented by FRP2.

以上、本発明に係るタンクの保持構造の一実施形態について説明したが、本発明は上記の実施形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。   Although one embodiment of the tank holding structure according to the present invention has been described above, the present invention is not limited to the above-described embodiment, and can be changed as appropriate without departing from the spirit of the present invention.

1 タンク
1a 胴部
1b 蓋部
1c 底版部
1d フランジ
1e 側面
2 FRP(繊維強化プラスチック、繊維シートと樹脂材の複合材料)
3 接続手段
3a アイボルト(輪状の接続部)
3b 固定部材(固定部)
4 定着手段(グラウンドアンカー)
5 連結手段(索状体、ワイヤー)
6 基台
A タンクの保持構造
O1 軸線
M FRPの設置領域/範囲
DESCRIPTION OF SYMBOLS 1 Tank 1a Body part 1b Cover part 1c Bottom plate part 1d Flange 1e Side surface 2 FRP (Fiber reinforced plastic, composite material of fiber sheet and resin material)
3 Connection means 3a Eyebolt (ring-shaped connection part)
3b Fixing member (fixing part)
4 Fixing means (ground anchor)
5 Connecting means (cord, wire)
6 Base A Tank holding structure O1 Axis M FRP installation area / range

Claims (3)

水害時に水に浸かり得る地域に設置されたタンクを水に浸かった場合に保持するための構造であって、
繊維シートと樹脂材の複合材料であり、前記タンクの側面に前記タンクを囲繞するように設けられる繊維強化プラスチックと、
前記タンクを囲繞するように前記繊維強化プラスチックを設けるとともに前記タンクの側面に固定して配設される接続手段と、
間接的または直接的に地盤に固定して配設される定着手段と、
前記接続手段と前記定着手段とを連結する連結手段とを備えることを特徴とするタンクの保持構造。
A structure for holding a tank installed in an area where it can be immersed in water in the event of a flood,
A fiber reinforced plastic which is a composite material of a fiber sheet and a resin material, and is provided on the side surface of the tank so as to surround the tank;
Connecting means disposed to be fixed to a side surface of the tank while providing the fiber-reinforced plastic so as to surround the tank;
Fixing means arranged to be fixed to the ground indirectly or directly;
A tank holding structure comprising: a connecting unit that connects the connecting unit and the fixing unit.
請求項1記載のタンクの保持構造において、
前記接続手段は、輪状の接続部と、前記接続部に繋がる略矩形板状あるいは略棒状の固定部とを備えてなり、
長手方向を上下方向に向けて配された前記固定部が前記タンクを囲繞するように前記繊維強化プラスチックを設けるとともに前記繊維強化プラスチックと前記タンクの側面の間に挟持されて前記タンクの側面に固設され、前記接続部が前記タンクの側面の外側に突設されることを特徴とするタンクの保持構造。
The tank holding structure according to claim 1,
The connection means includes a ring-shaped connection portion and a substantially rectangular plate-shaped or substantially rod-shaped fixing portion connected to the connection portion,
The fiber reinforced plastic is provided so that the fixing portion arranged with the longitudinal direction facing the vertical direction surrounds the tank, and is sandwiched between the fiber reinforced plastic and the side surface of the tank and fixed to the side surface of the tank. A tank holding structure, wherein the tank is provided and the connection portion protrudes outside the side surface of the tank.
請求項1または請求項2に記載のタンクの保持構造において、
前記繊維強化プラスチックは、少なくとも前記タンクの座屈発生予想位置を含んで前記タンクの座屈耐力を向上させるようにその設置範囲が設定されていることを特徴とするタンクの保持構造。
In the holding structure of the tank according to claim 1 or 2,
An installation range of the fiber reinforced plastic is set so as to improve the buckling strength of the tank including at least a predicted buckling occurrence position of the tank.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3181060U (en) * 2012-11-06 2013-01-24 株式会社石井鐵工所 Tank anti-skid device
JP2013107653A (en) * 2011-11-18 2013-06-06 Ihi Corp Reinforcement method of storing structure and reinforcement structure of the storing structure
JP2014201359A (en) * 2013-04-10 2014-10-27 日立Geニュークリア・エナジー株式会社 Aseismatic reinforcing device for flat bottom cylindrical tank and reinforcing method of the same
JP2015158077A (en) * 2014-02-24 2015-09-03 株式会社東芝 tank holding device and fixed structure
JP2015178765A (en) * 2014-02-27 2015-10-08 電源開発株式会社 Reinforcement structure of steel hollow cylindrical structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013107653A (en) * 2011-11-18 2013-06-06 Ihi Corp Reinforcement method of storing structure and reinforcement structure of the storing structure
JP3181060U (en) * 2012-11-06 2013-01-24 株式会社石井鐵工所 Tank anti-skid device
JP2014201359A (en) * 2013-04-10 2014-10-27 日立Geニュークリア・エナジー株式会社 Aseismatic reinforcing device for flat bottom cylindrical tank and reinforcing method of the same
JP2015158077A (en) * 2014-02-24 2015-09-03 株式会社東芝 tank holding device and fixed structure
JP2015178765A (en) * 2014-02-27 2015-10-08 電源開発株式会社 Reinforcement structure of steel hollow cylindrical structure

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