JP5683056B1 - Movable multistage tsunami buffer weir - Google Patents

Movable multistage tsunami buffer weir Download PDF

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JP5683056B1
JP5683056B1 JP2014113653A JP2014113653A JP5683056B1 JP 5683056 B1 JP5683056 B1 JP 5683056B1 JP 2014113653 A JP2014113653 A JP 2014113653A JP 2014113653 A JP2014113653 A JP 2014113653A JP 5683056 B1 JP5683056 B1 JP 5683056B1
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英外 ▲濱▼田
英外 ▲濱▼田
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英外 ▲濱▼田
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    • YGENERAL 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
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Abstract

【課題】複雑な構造や動作を避け,自然の力をうまく活用し,高い信頼性で動作する可動式の多段防波堤を提供する。【解決手段】構造体を屏風形式にして、対応津波高さを屏風段数の倍数分増加させる。この時、多段分の構造体は内部に浸水した津波を取り込む構造とし,取り込んだ水の分も併せて、津波により構造体を持ちあげさせる。設置時には横倒しにして地面下などに伏せて設置する。【選択図】図1An object of the present invention is to provide a movable multistage breakwater that avoids complicated structures and operations, makes good use of natural forces, and operates with high reliability. The structure is made into a folding screen, and the corresponding tsunami height is increased by a multiple of the number of folding screens. At this time, the structure of the multi-stage structure is configured to take in the tsunami that has been submerged in the interior, and the structure taken up by the tsunami is taken up together with the water that has been taken in. When installing, place it on its side and lie down below the ground. [Selection] Figure 1

Description

津波や高波などの海からの波により起こる浸水などの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 such as inundation caused by waves from the sea such as tsunamis and high waves.

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は、空気室を設置するなどにより、複雑な工夫により動作されるもので、材料費や工事費が嵩むし、信頼性が必ずしも高くなかった。
又、軽質材の構造体の一端を固定し浸水中に入って浮力で他端を立ち上がらせて防波堤効果をもたらす概念は既知であるが、強度的な課題や適用場所の課題があった。
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. Further, the movable type that has been invented so far is operated by a complicated device by installing an air chamber or the like, and the material cost and the construction cost increase, and the reliability is not necessarily high.
Moreover, although the concept which fixes one end of the structure of a light material, enters into water immersion, raises the other end by buoyancy and brings about a breakwater effect is known, there existed a problem of strength and an application place.

特許第5329452号Patent No. 5329452 特許公開2012−57401Patent Publication 2012-57401 特許公開2012−241449Patent Publication 2012-241449 特許第5207091号Japanese Patent No. 520791

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。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。廉価な材料の構造体の持つ強度の弱さに対応する設置機構、動作機構を検討し、実用性を高めること。
前特許第5207091号では、定型の構造体を個別に作成し複数を並べるのが特徴であるため、対応可能な津波高さが限られていたので、それを改善すること。
To reduce enormous material and construction costs for fixed breakwaters. 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 investigate the installation mechanism and operation mechanism corresponding to the weakness of the structure of inexpensive materials, and to improve the practicality.
In the previous patent No. 520791, a fixed structure is created individually and a plurality of them are arranged, so that the tsunami height that can be dealt with is limited.

前特許第5207091号で下記を行った。
材料費を節減するために、木製材料を使い、固定式ではなく、必要に応じて防波堤として機能する津波自動対応の防波堤を考慮した。 構造体を自動的に防波堤として機能させるために、必要なメカニズムとして、津波による浮力を採用し、高い信頼性で充分な作動力を与えるように工夫した。
軽質材の構造体の一端を固定し他端を立ち上がらせて防波堤効果をもたらす概念は既知となっているが、強度的な課題や適用する場所の課題があったので、当発明では、以下のように解決を図った。
(1) 構造体を主として木材で個別に(ユニット形式で)製作し、複数の構造体(ユニット)を、直列に、更にはその直列に並んだものを並列に並べて、海岸線などの大規模な津波防止に対応させる。
(2) 構造体内部に空間を持たせ、その空間部に浸水した水を取り込み、強度と重量を増す。「浸水の取り込むこと」と、「取り込んだ水分を併せた構造体の重量を津波に持ちあげさせること」によって、津波の強度を弱めさせる。副次効果として、構造体全部を材料で製作する必要がなく、材料費の低減が図れる。
(3) 浸水を完全に遮蔽する強度を木材を中心とした構造体が持つことは困難であるので、密閉形式とはせず、構造体の後方への津波の浸水を許しながら、浸水高さが構造体の持つ防止高さになるまでは構造体が立ち上がりながら津波の浸水強度を弱め、持つ防止高さ以降は水中に入ってほぼ直立しながら後続の津波の陸上への浸水を防止する方式とした。よって構造体は水中に屹立した状態で、後続の波の侵行を防止するのに十分な強度を持てば良い。
これらの点から、有効に動作し、防波堤として充分に機能する仕組みを考案した。

今特許で、津波対応高さを向上させるために、構造体を多段にして、津波浸水時にその津波高さに応じて多段部分が順次に立ち上がる工夫を考案した。 これにより、後続の津波の大部分の侵入を抑え、想定高さの高い津波の威力を低減する仕組みとして活用できるようになった。
The following was performed in Japanese Patent No. 520791.
In order to save material costs, we considered a tsunami-automatic breakwater that uses wooden materials and is not fixed, but functions as a breakwater as needed. In order to make the structure automatically function as a breakwater, buoyancy caused by tsunami was adopted as a necessary mechanism, and it was devised to give sufficient operating force with high reliability.
The concept of fixing the one end of the light material structure and raising the other end to bring about the breakwater effect is known, but there were problems with strength and where to apply, so in the present invention, I tried to solve it.
(1) A structure is manufactured mainly with wood individually (in a unit form), and a plurality of structures (units) are arranged in series, and those arranged in series are arranged in parallel. Respond to tsunami prevention.
(2) A space is provided inside the structure, and water that has been submerged is taken into the space to increase strength and weight. The intensity of the tsunami is weakened by “incorporating the flooded water” and “making the tsunami lift the weight of the structure combined with the incorporated water”. As a secondary effect, it is not necessary to fabricate the entire structure with materials, and material costs can be reduced.
(3) Since it is difficult for a structure centered on wood to have sufficient strength to shield the inundation, the height of the inundation is not allowed to be sealed, allowing tsunami inundation behind the structure. Until the structure reaches the prevention height of the structure, the structure rises to weaken the tsunami's inundation strength. After the prevention height, the water enters the water and stands upright to prevent the subsequent tsunami from entering the land. It was. Therefore, the structure should be strong enough to prevent the invasion of subsequent waves while standing in water.
From these points, we have devised a mechanism that works effectively and functions sufficiently as a breakwater.

In this patent, in order to improve the height corresponding to the tsunami, a device was devised in which the structure was made multi-stage and the multi-stage portion was sequentially raised according to the tsunami height when the tsunami was flooded. As a result, most of the subsequent tsunamis can be prevented from entering, and it can be used as a mechanism to reduce the power of tsunamis with high assumed heights.

前特許第5207091号で下記を行った。
当発明では、木材などの軽質で環境に優しい材料を使うので、安価な材料費、工事費で済む。 この装置は、地面などに伏せたり埋めたりして設置し、いざという時に、押し寄せる水の中で、浮力と押し寄せる波の力で自動的に立ち上がり、防波堤の役割を果たす。このため、視界の邪魔にならず(景勝地では、景色を阻害しないで)、波の力を弱める効果もあり、立ち上がった堰の高さに相応する防波効果が達成できる。
又、引き波に対しても、浮力により堰として機能するので、災害の低減に役立つ。

今特許で、津波対応高さを向上させたので、想定津波高さが高くて、防波堤の設置費用が膨大になると予想される地域にも適用できるので、費用対効果のバランスの良い防波堤の設置を行うことができる。 又、砂や土の中に伏せて設置することもできるので、景勝地では、景色を阻害しないで、漁業や魚の養殖を行っている地域では、その生活空間を殆ど制限することなく、災害防止ができる。
又、既存の固定式のコンクリート防波堤に沿わせて併設すれば、既存設備以上に景観を阻害することなく、津波対応高さの向上を図ることができる。
The following was performed in Japanese Patent No. 520791.
In the present invention, since light and environmentally friendly materials such as wood are used, inexpensive material costs and construction costs are sufficient. This device is installed lying down or buried on the ground, etc., and in the event of an emergency, it automatically rises up with buoyancy and the force of waves that push in, and acts as a breakwater. For this reason, it does not obstruct the field of view (does not obstruct the scenery in a scenic area), has the effect of weakening the wave force, and can achieve a wave-breaking effect corresponding to the height of the rising weir.
Moreover, since it functions as a weir by buoyancy against a pulling wave, it helps to reduce disasters.

Now that the tsunami response height has been improved with the patent, it can be applied to areas where the estimated tsunami height is high and the cost of installing a breakwater is expected to be enormous. It can be performed. In addition, because it can be installed under the sand or soil, in a scenic area, the scenery is not obstructed, and in areas where fishing and fish farming are carried out, there is almost no restriction on the living space and disaster prevention is possible. Can do.
Moreover, if it is installed along the existing fixed concrete breakwater, the height of the tsunami can be improved without hindering the landscape more than existing facilities.

図1は、前発明の構造体(ボーセキ又は防波扉と呼称)の構造図である。FIG. 1 is a structural diagram of a structure (referred to as a Boseki or a breakwater door) of the previous invention. 図2は、前発明の設置図である。FIG. 2 is an installation diagram of the previous invention. 図3は、前発明の津波を緩衝する時の動作を表した図である。FIG. 3 is a diagram showing the operation when the tsunami of the previous invention is buffered. 図4は、前発明の大規模津波に対応する場合の設置想定図である。FIG. 4 is an installation assumption diagram corresponding to the large-scale tsunami of the previous invention. 図5は、本発明の屏風式多段構造体の動作図である。FIG. 5 is an operation diagram of the folding screen type multistage structure of the present invention. 図6は、本発明の多重格納式構造体の動作図である。FIG. 6 is an operation diagram of the multiple storage structure of the present invention.

前特許第5207091号で下記を行った。
構造体は、木材の板と枠組みで作る。構造体の枠組みの一方の柱を設置面に蝶番形式で接続し、構造体自体は設置面に装着された扉のように立ち上がり、水位に応じて、防波堤として機能する。
・ 構造体は、扱い易く、強度を保ちやすいユニットとして製作し、ある海岸線全体の防波堤の役割を果たすためには、対象となる海岸線に平行に(海岸線の対象位置に)複数のユニットを直列に、並べることで対応する。(図4参照)
・ 構造体内部に空間を設け、その中に津波の水を取り込み、構造体の強度と重量を高める。構造体とその取り込んだ水を併せた重量を、津波に持ちあげる仕事をさせて、津波の威力を弱めさせる。
・ 構造体は木材などの軽質材で製作されており、強力な津波を完全に押さえ込むような強度をもたせるのは、非現実的である。そこで、その津波の力を一部逃がして、防波扉の山側にも海側に近い水位を早目に持たせて前後の水位をほぼ同等にするように機能させるので、隣り合った構造体の間は密封しない。又、防波扉がほぼ垂直に立ち上がった位置で保持するように支柱などを設置するが、津波の威力を逃がすように多少に陸側に傾いて良いように自由度を持たせる。これにより一部の水が防波堤より山側に侵入するが、浸水高さに応じて堰の高さまでの大部分の後続の津波の動きを抑えることができるので、相応の効果が期待できる。 よって構造体は水中に屹立した状態で、後続の波の侵行を防止するのに十分な強度を持てば良い。
・ 構造体の強度の関係から、あまり高い防波堤効果を一列の構造体に持たせることができない。大規模な津波に対しては、構造体をある程度の距離を置いた複数の並列として設置することで対応する。(図4参照)

今特許では、対応津波高さを改善するために、構造体を屏風形式にして、対応津波高さを屏風段数の倍数分増加させることを考案した。(図5参照) この時、多段分の構造体の内部に浸水した津波を取り込むことができるので、その取り込んだ水の分も併せて、津波に持ちあげさせることになり、その分、津波の威力低減に役立てることができる。又、多段格納形式にすることによって、対応津波高さを多段にした倍数分増加させることを考案した。(図6参照)この場合は、スペースをあまり取らないメリットがある。 津波の威力をより低減させるために、横倒しにして地中などに伏せて設置しておき、早期に侵入した津波を内部に取り込んで、津波にそれを持ちあげさせる仕事をさせることも可能である。
The following was performed in Japanese Patent No. 520791.
The structure is made of wood board and frame. One pillar of the frame of the structure is connected to the installation surface in the form of a hinge, and the structure itself rises like a door attached to the installation surface and functions as a breakwater according to the water level.
-The structure is manufactured as a unit that is easy to handle and maintain strength, and in order to act as a breakwater for the entire coastline, multiple units are connected in series parallel to the target coastline (at the target position on the coastline). It corresponds by arranging. (See Figure 4)
・ Create a space inside the structure and take in water from the tsunami to increase the strength and weight of the structure. The work that lifts the weight of the structure and the water taken in to the tsunami will weaken the power of the tsunami.
・ The structure is made of light materials such as wood, and it is unrealistic to give it the strength to completely suppress a strong tsunami. Therefore, some of the force of the tsunami is released so that the water level close to the sea side is also given to the mountain side of the breaker door early so that the front and rear water levels can be made to be almost the same. Do not seal between. In addition, a support post is installed so that the breakwater door is held at a substantially vertical position, but it has a degree of freedom so that it can be tilted slightly to the land side to escape the power of the tsunami. As a result, a part of the water enters the mountain side from the breakwater, but since the movement of most subsequent tsunamis up to the height of the weir can be suppressed according to the inundation height, a corresponding effect can be expected. Therefore, the structure should be strong enough to prevent the invasion of subsequent waves while standing in water.
・ Due to the strength of the structure, it is not possible to give a row of structures a very high breakwater effect. Large scale tsunamis can be dealt with by installing the structures in parallel at some distance. (See Figure 4)

In this patent, in order to improve the corresponding tsunami height, it was devised to make the structure a folding screen and increase the corresponding tsunami height by a multiple of the number of folding screens. (See Fig. 5) At this time, the flooded tsunami can be taken into the structure of the multi-stage structure, so the water taken in is also taken up by the tsunami. It can be used to reduce power. In addition, the multi-stage storage format was devised to increase the corresponding tsunami height by multiples. (Refer to FIG. 6) In this case, there is an advantage of not taking up much space. In order to further reduce the power of the tsunami, it is possible to lay down and set it up in the ground, take the tsunami that invades early, and let the tsunami lift it .

1.山板:動作時に山側に立つ板で、機密性と強度を持つ。
2.海板:動作時に海側に立つ板で、上部に押し寄せる水を取り込む開口部を持つ
3.軸横柱:動作時に設置面側になる横柱で、接地面に設けた複数箇所(3点以上)の接合部に蝶番形式で接合する。
4.浮き横柱:動作時に水に浮く横柱で、平常時に砂や瓦礫が構造体内に侵するを防止する役割も持つ(構造体内はできるだけ空間を持たせる)
5.たて柱:動作時に垂直方向に動いて立つ柱で、山板と海板の強度を高める
6.蝶番形式接合部:軸横柱と設置面を繋ぐ部分で、杭などで設置面に固定する。浸水時にずれたり外れたりしないように強度を持たせる。
1. Mountain board: A board that stands on the mountain side during operation and has confidentiality and strength.
2. Sea plate: A plate that stands on the sea side during operation and has an opening for taking in water that pushes upward. Axial horizontal column: A horizontal column that becomes the installation surface side during operation, and is joined in hinges to joints at multiple locations (three or more points) provided on the ground surface.
4). Floating horizontal column: A horizontal column that floats on water during operation, and also has a role to prevent sand and debris from invading into the structure during normal times (make the structure as space as possible).
5. Vertical pillar: A pillar that moves vertically during operation, and increases the strength of the pile and sea plate. Hinge type joint: A part that connects the horizontal shaft and the installation surface, and is fixed to the installation surface with a pile. Give strength so that it will not slip or come off when it is flooded.

Claims (2)

軽質材の枠組みを軽質材の板で挟んで作り、ドアのような形状の構造体を地面や壁面に沿わせて設置した可動式津波緩衝堰であって、前記構造体は水中に入った時の浮力や波の力を利用して立ち上がり、津波の威力を軽減する役目を果たすことを特徴とする可動式津波緩衝堰の機構において、ユニット形式の構造体を屏風形式で多段に作成することにより、対応する津波高さを多段にした倍数分向上させて、その高さ分、後続の大部分の津波の動きを抑えると同時に、構造体の中に、浸水してきた津波を取り込み、それも併せて津波に持ちあげさせることによって、津波の威力を低減する可動式多段津波緩衝堰。 A movable tsunami buffer weir constructed by sandwiching a light material frame between light material plates and installing a structure like a door along the ground or wall, when the structure enters water In the mechanism of a movable tsunami buffer weir, which rises by using the buoyancy and wave power of the tsunami and plays the role of reducing the power of the tsunami. The corresponding tsunami height is increased by a multiple of multiple stages, and the movement of most of the subsequent tsunami is suppressed by that height, and at the same time, the flooded tsunami is taken into the structure. A movable multi-stage tsunami buffer weir that reduces the power of the tsunami by lifting the tsunami. 軽質材の枠組みを軽質材の板で挟んで作り、ドアのような形状の構造体を地面や壁面に沿わせて設置した可動式津波緩衝堰であって、前記構造体は水中に入った時の浮力や波の力を利用して立ち上がり、津波の威力を軽減する役目を果たすことを特徴とする可動式津波緩衝堰の機構において、ユニット形式の構造体を多段格納式で作成することにより、対応する津波高さを多段にした倍数分向上させて、その高さ分、後続の大部分の津波の動きを抑えると同時に、構造体の中に、浸水してきた津波を取り込み、それも併せて津波に持ちあげさせることによって、津波の威力を低減する可動式多段津波緩衝堰。 A movable tsunami buffer weir constructed by sandwiching a light material frame between light material plates and installing a structure like a door along the ground or wall, when the structure enters water In the mechanism of the movable tsunami buffer weir, which rises using the buoyancy and wave power of, and plays the role of reducing the power of the tsunami, by creating a unit type structure in a multistage retractable type, The corresponding tsunami height is increased by a multiple of multiple stages, and the movement of most of the subsequent tsunami is suppressed by that height, and at the same time, the flooded tsunami is taken into the structure. A movable multi-stage tsunami buffer weir that reduces the power of the tsunami by raising it to the tsunami.
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Cited By (3)

* Cited by examiner, † Cited by third party
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
CN114059498A (en) * 2022-01-17 2022-02-18 交通运输部天津水运工程科学研究所 Modular floating unit and floating breakwater
JP7029716B1 (en) 2021-04-19 2022-03-04 英外 ▲濱▼田 Roll type multi-stage tsunami buffer weir

Cited By (6)

* Cited by examiner, † Cited by third party
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
JP7029716B1 (en) 2021-04-19 2022-03-04 英外 ▲濱▼田 Roll type multi-stage tsunami buffer weir
JP2022165003A (en) * 2021-04-19 2022-10-31 英外 ▲濱▼田 Roll type multistage tsunami buffer weir
CN114059498A (en) * 2022-01-17 2022-02-18 交通运输部天津水运工程科学研究所 Modular floating unit and floating breakwater
CN114059498B (en) * 2022-01-17 2022-04-15 交通运输部天津水运工程科学研究所 Modular floating unit and floating breakwater

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