JP5559950B1 - Movable tsunami buffer gate - Google Patents
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- JP5559950B1 JP5559950B1 JP2013091752A JP2013091752A JP5559950B1 JP 5559950 B1 JP5559950 B1 JP 5559950B1 JP 2013091752 A JP2013091752 A JP 2013091752A JP 2013091752 A JP2013091752 A JP 2013091752A JP 5559950 B1 JP5559950 B1 JP 5559950B1
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- weir
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 24
- 239000000463 material Substances 0.000 claims abstract description 20
- 230000000630 rising effect Effects 0.000 claims description 2
- 230000000903 blocking effect Effects 0.000 claims 2
- 230000000694 effects Effects 0.000 abstract description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 239000002023 wood Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
【課題】複雑な工夫や動作を避け、自然の力をうまく活用した設計により、高い信頼性で動作が行われるようにする可動式の防波堤を提供する。
【解決手段】防波堤の主体となる構造体は、軽質材の枠組みを軽質材の板で挟んだ形状で、軸柱に蝶番方式で接続して、通常は、その多くの部分を水中に没した状態で設置する。津波が押し寄せて来た時、軸柱を中心として防波門が閉じるように回転し、押し寄せる津波の遡上を防止する。防波門が閉じるのに必要な力は、押し寄せる津波のモーメントを活用する。引き波に対しては、元の開状態に戻るべく移動するので、引き波によって防波堤機能が破壊される心配はなく、繰り返し津波が押し寄せても、最初と同じように効果を発揮できる。
【選択図】図3The present invention provides a movable breakwater that can be operated with high reliability by avoiding complicated devices and operations and utilizing a natural force.
SOLUTION: The main structure of the breakwater is a shape in which a light material frame is sandwiched between light material plates, and is connected to a shaft column by a hinge system, and many parts are usually submerged in water. Install in condition. When the tsunami comes in, it rotates so that the breakwater gate closes around the shaft column, preventing the tsunami going up. The force required to close the breakwater is to use the tsunami moment. As for the pulling wave, it moves to return to the original open state, so there is no worry that the breakwater function will be destroyed by the pulling wave, and even if the tsunami repeatedly pushes, the effect can be exhibited as in the beginning.
[Selection] Figure 3
Description
津波や高波などが、主として河川などの水流れがある箇所を通して、陸上を浸水する被害を抑えるために設置する防波堤に関するものである。It relates to breakwaters that are installed to prevent damage caused by tsunamis, high waves, etc., mainly through rivers and other areas where water flows.
今までの津波防御用の防波堤は、鉄筋の入ったコンクリートなどを使った固定式のものが主体であり、大がかりで、材料費や工事費が膨大であった。 又、今までに発明されていた可動式のもので、通常時、河川の水流を阻害しないものは、構造が更に複雑で大掛かりであり、材料費や工事費が嵩むし、何かのセンサーで検知する必要があり、信頼性は必ずしも高くなかった。Until now, tsunami protection breakwaters were mainly fixed types using concrete with reinforcing bars, which were large-scale and had huge material and construction costs. In addition, the movable type that has been invented until now, which does not obstruct the river flow in normal times, has a more complicated and large structure, which increases the material cost and construction cost. It was necessary to detect, and the reliability was not necessarily high.
他の可動式の防波堤で必要である複雑な工夫や動作を避け、自然の力をうまく活用した設計により、高い信頼性で動作が行われるようにすること。
固定式の防波堤でかかる膨大な材料費や工事費を低減させること。
河川内に設置した場合に、通常時の河川の水流を阻害することなく、津波や高波が押し寄せて来たときに、効果的に防波効果を発揮すること。Avoid complicated ingenuity and operations required for other movable breakwaters, and ensure that operations can be performed with high reliability by using natural power.
To reduce enormous material and construction costs for fixed breakwaters.
When installed in a river, it should effectively exhibit a wave-breaking effect when a tsunami or high wave comes in without disturbing the normal river flow.
材料費を節減するために軽質材を使い、大規模な基礎を必要とする固定式でなく、発生した津波などに対応して可動し、主として水中で機能して後から押し寄せる波を防止することを考慮した。 構造体を移動させるためのメカニズムとして、信頼性が高く、充分な作動力を与えるために、海から逆流して来る波のモーメントを受けて活用し、門を閉じるようにして、その後で防波堤とさせることを考案した。Use light materials to reduce material costs, move in response to tsunamis that occur, not fixed types that require large-scale foundations, and function mainly in water to prevent waves from coming in later Considered. As a mechanism for moving the structure, in order to give a reliable and sufficient operating force, it is utilized by receiving the moment of the wave flowing back from the sea, closing the gate, and then the breakwater and Devised to make it.
当発明では、軽質で環境に優しい材料として主に木材を使うので、安価な材料費、工事費で済む。 この装置は可動式であり、通常の水流を邪魔しないようにそれに沿って設置し、津波が押し寄せて来た時に、押し寄せる水の力で、水門を閉じるように動作し、その後、防波堤として河川を遡る津波や高波を防止する。 通常時は、川の流れによって、岸や橋脚などに沿うように抑えつけられているので、小型の船舶などの通行の邪魔にならないし、橋の下の視界も阻害しない。 景勝地では、景色を阻害しないで、災害防止ができる。In the present invention, wood is mainly used as a light and environmentally friendly material, so that inexpensive material costs and construction costs are sufficient. This device is movable and installed along it so as not to disturb the normal water flow, and when the tsunami comes, it works to close the sluice with the force of the water that pushes it, and then the river as a breakwater Prevent retroactive tsunamis and high waves. In normal times, the river is restrained along the shore and piers by the river flow, so it does not obstruct the passage of small ships and does not obstruct the view under the bridge. In scenic areas, disaster prevention is possible without obstructing the scenery.
構造物は、「門扉形状の構造体」とそれの回転軸となる「軸柱」とで構成される。構造体は、木など軽質材の板2枚の間に、同じく軽質材の枠組みを挟みこみ、強度を持たせる。(この枠組みにより、内部に空間を持つので、その空間に水を取り込み、重量を増加して、津波の威力をより弱衰化させるのに寄与することができる。)
防波堤として機能するには、堰として機能する方向への広がりが必要であり、軽質材のみでは、10m横幅を基本と考えるが、鉄材などの補強により、20〜70mの横幅まで広げることも可能である。
高さ方向については、4−6mを基本とし、門扉高さの相応部分(基本として半分程度以上)が水中に没している状態になるように、設置する。これによって、門扉は水中に浮かび、この門扉全体の重量を繋ぎ部分で効率良く支え、門扉として動き易くすることができる。
軸柱は、頑丈であれば木製でも可であり、川岸近く、もしくは川中の水中に立てられる。軸柱と門扉の繋ぎの部分は、リング形状などの蝶番形式とする。構造体は垂直に、川の流れがある場合にはほぼその流れに沿わせて、設置し、通常の水流を邪魔することはない。そして、海側から上がってくる波を受けるように開口部(水受け部)を広げて設置し、ストッパーで抑えておく。これによって、津波が海側から遡り始めた時に、その津波の大きな水塊が海側から陸側に移動する力で、堰として機能する方向に広がって門が閉じるように動き、津波の流れに垂直になった位置で防波堤として機能する。そして、最も堰として有効な位置を維持できるように、水中にストッパーを設置し、(もしくは、海側からワイヤーで構造体を引っ張るなどして)防波堤効果を維持させる。
構造体の下部には、水底との間に隙間があり、堰として機能する位置に円滑に移動できる。堰として機能する位置においては、その隙間から津波が陸側に侵入することを許容し、構造体は、後続の津波の大部分を堰き止めることを主体とし、大きな津波の威力低減に役立てる。堰としての高さはあまり高くないが、最も海側に設置することができ、そこを通過するあまり高さのない津波を、その構造体の津波に向かう面積分、防止できるので、相応の効果が期待できる。
又、この隙間から津波の侵入を一部許容することにより、構造体は基本的に水中に置かれるので、それに応じた強度を持てば良い。
堰として機能させる範囲が広い場合には、広い構造体の横幅が必要となり、鉄材などによる補強を行う。そうすると、構造体全体の重量も上がり、作成や設置などの作業が難しくなる。そのような場合には、補強材で、門扉構造の外枠を作って、その内部にブロック形状に分割した軽質材の構造体を複数入れ込み、全体として門扉形状の構造物として機能させることにより、対応する。The structure is composed of a “gate-shaped structure” and an “axial pillar” serving as a rotation axis thereof. The structure is also made strong by sandwiching a light material frame between two light materials such as wood. (With this framework, there is a space inside, so it can take water into the space, increase the weight, and contribute to further weakening the power of the tsunami.)
In order to function as a breakwater, it is necessary to spread in the direction of functioning as a weir , and with light materials alone, 10m width is considered basic, but it is also possible to expand to a width of 20-70m by reinforcement of iron materials etc. is there.
About the height direction, 4-6m is basically installed, and it is installed so that the corresponding part of the gate height (basically about half or more) is submerged in water. As a result, the gate floats underwater, and the weight of the entire gate can be efficiently supported by the connecting portion, and can be easily moved as the gate.
The shaft column can be made of wood as long as it is sturdy, and can be placed near the riverbank or in the water of the river. The connecting part between the shaft column and the gate shall be a hinge shape such as a ring shape . The structure is installed vertically, almost along the river flow if there is one, and does not interfere with the normal water flow. Then, open the opening (water receiving part) to receive the waves rising from the sea side , and hold it with a stopper. As a result, when the tsunami began back from the sea side, with a force large water masses of the tsunami moves from the sea side on the land side, the motion to close the gate spread in the direction in which to function as a dam, the flow of tsunami Functions as a breakwater in a vertical position . Then, a stopper is installed in the water so that the most effective position as a weir can be maintained (or the structure is pulled with a wire from the sea side ) to maintain the breakwater effect.
There is a gap between the bottom of the structure and the water bottom, and the structure can move smoothly to a position that functions as a weir. In the position that functions as a weir, the tsunami is allowed to enter the land side through the gap, and the structure mainly dams up most of the subsequent tsunami, and helps to reduce the power of a large tsunami. Although the height of the weir is not so high, it can be installed on the most sea side and can prevent tsunamis that do not pass through the area by the area toward the tsunami of the structure. Can be expected.
In addition, by allowing a part of the tsunami to enter from the gap, the structure is basically placed in the water, and it is sufficient to have a strength corresponding to the structure.
When the range to function as a weir is wide, a wide width of the structure is necessary, and reinforcement with iron material or the like is performed. If it does so, the weight of the whole structure will also go up and work, such as preparation and installation, will become difficult. In such a case, the outer frame of the gate structure is made with a reinforcing material, and a plurality of light material structures divided into block shapes are inserted therein to function as a gate-shaped structure as a whole. Correspond.
1.防波門板:2枚の軽質材の板で、その間に枠組みを挟み込んで、防波門扉を構成す る。閉門時に防波堤効果を発揮する。
2.防波門枠組み:防波門板と同じ横幅と高さを持つ、軽質材で作られた枠組みで、防 波門板で挟み込んで、固定することにより、防波門扉としての強度を高める 。内部に空間部を保持し、その中に水を取り込むことにより、門扉としての 重量を増し、津波威力を低減させる効果を増加させる。
3.防波門軸柱:防波門扉を動作(開閉)する軸となる支柱で、水中に立てる。 津波 が押し寄せて来た時は、防波門扉を背後から支える役割も果たす。
4.蝶番形式接合部:防波門扉と防波門軸柱を繋ぐ部分で、防波門扉が想定通りに川幅 方向に動くように設置する。軸柱を円筒形で包みこむような形式の接合部を 多数(6か所以上)設置させ、安定して機能させる。
5.開ストッパー:平常時の水流に対して防波門は開状態にあるが、津波が押し寄せた 時に、その津波を受け入れる開口部を確保するためのストッパーで、この開 口部に押し寄せた津波が、防波門を閉める役割を果たす。
6.閉ストッパー:防波門が閉まっていき、川幅方向に最大に広がった時に、その場所 で保持できるように、防波門の動きを止める役割をするストッパー。 水中 にストッパーを設置する(もしくは、通常時の下流方向から複数の頑丈なワ イヤーで引っ張る)などで、その役割を持たせる。1. Breakwater gate board: A pair of light-weight boards, with a frame between them to form a breakwater gate. The breakwater effect is demonstrated when the gate is closed.
2. Breakwater frame: A frame made of light material that has the same width and height as the breakwater gate plate. It is sandwiched between the breakwater gate plates and fixed to increase the strength of the breakwater gate. Holding the space inside and taking water into it increases the weight of the gate and increases the effect of reducing the power of tsunami.
3. Breakwater shaft pillar: A pillar that acts as an axis to move (open and close) the breakwater gate. When a tsunami comes in, it also plays a role of supporting the breakwater gate from behind.
4). Hinge type joint: The part that connects the breakwater gate and the breakwater shaft column, is installed so that the breakwater gate moves in the river width direction as expected. Install a large number (6 or more) of joints that wrap the shaft column in a cylindrical shape so that it functions stably.
5. Open stopper: Although the breakwater gate is open to the normal water flow, when the tsunami comes near, it is a stopper that secures the opening to receive the tsunami. It plays the role of closing the wave barrier.
6). Closed stopper: A stopper that stops the movement of the breakwater so that it can be held in place when the breakwater closes and expands to the maximum in the width direction of the river. Provide a role such as installing a stopper in the water (or pulling with multiple sturdy wires from the downstream direction in normal times).
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JP6118958B1 (en) * | 2016-06-06 | 2017-04-26 | 英外 ▲濱▼田 | Improved movable tsunami buffer facility |
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JP6424346B1 (en) * | 2017-07-24 | 2018-11-21 | 武明 堀内 | Automatic double-passed watertight type seawall using tsunami expansion force |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2003138549A (en) * | 2001-11-01 | 2003-05-14 | Penta Ocean Constr Co Ltd | Mobile tide prevention device |
JP2006257829A (en) * | 2005-03-18 | 2006-09-28 | Kyowa Seisakusho:Kk | Automatic tide gate equipment of land lock |
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Publication number | Priority date | Publication date | Assignee | Title |
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JP2003138549A (en) * | 2001-11-01 | 2003-05-14 | Penta Ocean Constr Co Ltd | Mobile tide prevention device |
JP2006257829A (en) * | 2005-03-18 | 2006-09-28 | Kyowa Seisakusho:Kk | Automatic tide gate equipment of land lock |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6118958B1 (en) * | 2016-06-06 | 2017-04-26 | 英外 ▲濱▼田 | Improved movable tsunami buffer facility |
US10174474B2 (en) | 2016-06-06 | 2019-01-08 | Eigai Hamada | Movable tsunami buffer dam |
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