JP6998079B2 - Surge-type high-efficiency new floating breakwater - Google Patents

Surge-type high-efficiency new floating breakwater Download PDF

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JP6998079B2
JP6998079B2 JP2020080970A JP2020080970A JP6998079B2 JP 6998079 B2 JP6998079 B2 JP 6998079B2 JP 2020080970 A JP2020080970 A JP 2020080970A JP 2020080970 A JP2020080970 A JP 2020080970A JP 6998079 B2 JP6998079 B2 JP 6998079B2
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storage tank
water storage
tank
water
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JP2021008806A (en
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春艶 ▲ジ▼
発力 霍
杰 崔
建挺 郭
豊梅 荊
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Jiangsu University of Science and Technology
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/062Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/34Pontoons
    • 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

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  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
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Description

本発明は、海洋工事の技術分野に関し、特に、サージ式高効率新規浮遊式防波堤に関する。 The present invention relates to the technical field of offshore construction, and more particularly to a surge-type high-efficiency new floating breakwater.

中国は地理的に恵まれた場所であり、ユーラシア大陸に寄りかかって太平洋に面し、6,500を超える島があり、島々の面積は大きく、海岸線は広く、海の地理的優位性を占め、利用可能な海洋資源と海洋空間が非常に豊富である。中国の海洋探査への継続的な深化により、安定した海洋作業環境が海洋の謎を探求するために必要な条件になりつつ、また、中国のほとんどの島とサンゴ礁のインフラストラクチャは不十分であり、かつ、海域の海洋環境は貧弱であり、変化する海の状態は、島民の日常生活と島の建設中の作業安全性に影響を与える。したがって、浮遊式防波堤は、中国における島の建設と海洋開発のプロセスで解決すべき重要な技術である。 China is a geographically blessed place, leaning against the Eurasian continent and facing the Pacific Ocean, with more than 6,500 islands, large island areas, wide coastlines, occupying a geographical advantage of the sea. The available marine resources and marine space are very abundant. With the continued deepening of China's ocean exploration, a stable marine working environment is becoming a necessary condition for exploring the mysteries of the ocean, and the infrastructure of most of China's islands and coral reefs is inadequate. Moreover, the marine environment in the sea area is poor, and changing sea conditions affect the daily lives of the islanders and the work safety during the construction of the island. Therefore, floating breakwaters are an important technology to be solved in the process of island construction and marine development in China.

波消し装置の主な機能は、波と海流が港または海上プラットフォームの動作に与える影響を軽減または排除し、動作時間と効率を向上させ、船舶が正常に港に出入りすることを保証することである。浮遊式防波堤は、優れた波消し性能のため、国内外の学者に好まれる。浮遊式防波堤は、水質汚染を防止できる強力な水質交換能力を備え、そのコストは固定防波堤よりも安く、かつ、水深の変化によりよく適応でき、建設費は水深の増加に伴って急激に増加することはなく、さまざまな地質条件に適用でき、サンゴ礁に損傷を与えず、地元の海洋自然環境と天然漁業資源の保護にとって非常に重要であり、建設期間が短く、速度が速く、設置と分解がしやすく、固定防波堤に比べて、浮遊式防波堤は後の段階で維持しやすく、コストが低い。 The main function of the wave-dissipating device is to reduce or eliminate the impact of waves and currents on the operation of the port or marine platform, improve operating time and efficiency, and ensure that vessels enter and leave the port normally. be. Floating breakwaters are preferred by domestic and foreign scholars because of their excellent wave-dissipating performance. Floating breakwaters have strong water exchange capabilities that can prevent water pollution, are cheaper than fixed breakwaters, are more adaptable to changes in water depth, and construction costs increase sharply as water depth increases. It can be applied to various geological conditions, does not damage coral reefs, is very important for the protection of the local marine natural environment and natural fish stocks, has a short construction period, fast speed, installation and decomposition. Floating breakwaters are easier to maintain at a later stage and are less costly than fixed breakwaters.

ウォータースクリーンジェネレータは、水を下から上に高速で噴霧し、水を扇形に噴霧させ、すなわち、“ウォータースクリーン”になり、ウォータースクリーンと映写装置を組み合わせてウォータースクリーンフィルムを形成し、ウォータースクリーンフィルムは、壮大で壮観なシーンがあり、色がカラフルであり、画像が鮮明であるという特徴を持ち、伝統的な映画を開発し、商業広告の効果を大幅に向上させる。 The water screen generator sprays water from bottom to top at high speed, spraying water in a fan shape, that is, becoming a "water screen", combining water screen and projection device to form a water screen film, water screen film. Has spectacular and spectacular scenes, colorful colors, and crisp images, developing traditional movies and greatly improving the effectiveness of commercial advertising.

本発明の目的は、上記背景技術で提案された問題を解決するために、サージ式高効率の新規浮遊式防波堤を提供することである。 An object of the present invention is to provide a new surge-type high-efficiency floating breakwater in order to solve the problems proposed in the above background art.

上記目的を実現するために、本発明は、以下の技術的解決手段を提供し、
サージ式高効率の新規浮遊式防波堤であって、浮力タンク、クロスブレース、散水装置および給水孔を含み、前記浮力タンクの数は2つであり、かつ、それらの間はクロスブレースを介して固定接続され、前記浮力タンクの内部は、第一貯水タンク、ガス圧縮タンクおよび第二貯水タンクに分けられ、前記給水孔は浮力タンクの波受け面にあり、かつ、第一貯水タンクに接続され、前記第一貯水タンクの底部はパイプラインを介して第二貯水タンクと連通し、前記ガス圧縮タンクの下端は開いており、前記ガス圧縮タンクと第二貯水タンクの上端にそれぞれ一方向空気入口バルブと一方向空気出口バルブが配置され、前記ガス圧縮タンクは、一方向換気バルブを介して第二貯水タンクに連通し、前記散水装置は第二貯水タンクの上部にある。
In order to achieve the above object, the present invention provides the following technical solutions.
A new surge-type high-efficiency floating breakwater that includes a buoyancy tank, cross brace, sprinkler and water supply hole, the number of buoyancy tanks is two, and is fixed between them via a cross brace. Connected, the inside of the buoyancy tank is divided into a first water storage tank, a gas compression tank and a second water storage tank, and the water supply hole is on the wave receiving surface of the buoyancy tank and is connected to the first water storage tank. The bottom of the first water storage tank communicates with the second water storage tank via a pipeline, the lower end of the gas compression tank is open, and one-way air inlet valves are provided at the upper ends of the gas compression tank and the second water storage tank, respectively. And a one-way air outlet valve is arranged, the gas compression tank communicates with the second water storage tank via a one-way ventilation valve, and the sprinkler is located above the second water storage tank.

好ましくは、前記散水装置は、ウォータースクリーンノズルヘッド、ノズルおよびバルブで構成され、ノズルは第二貯水タンクの内側に配置され、前記ウォータースクリーンノズルヘッドおよびバルブは第二貯水タンクの上部外側に配置される。 Preferably, the sprinkler is composed of a water screen nozzle head, a nozzle and a valve, the nozzle is arranged inside the second water storage tank, and the water screen nozzle head and the valve are arranged on the upper outside of the second water storage tank. Nozzle.

好ましくは、前記浮力タンクは、波向き浮力タンクおよび波対向浮力タンクに分けられてもよく、かつ、2つの前記浮力タンクの構造は同じであり、前記浮力タンクの4つの角は面取りされている。 Preferably, the buoyancy tank may be divided into a wave facing buoyancy tank and a wave facing buoyancy tank, the two buoyancy tanks have the same structure, and the four corners of the buoyancy tank are chamfered. ..

好ましくは、前記一方向空気入口バルブおよび一方向空気出口バルブの上部には円錐形の上部カバーが固定設置され、前記第一貯水タンクと第二貯水タンクとの間に流体一方向換気バルブが設けられる。 Preferably, a conical upper cover is fixedly installed above the one-way air inlet valve and the one-way air outlet valve, and a fluid one-way ventilation valve is provided between the first water storage tank and the second water storage tank. Be done.

好ましくは、前記給水孔の断面は、海洋波の方向に沿って徐々に減少するホーン口の形状をとり、かつ、高さが徐々に増加する。 Preferably, the cross section of the water supply hole has the shape of a horn mouth that gradually decreases along the direction of the ocean wave, and the height gradually increases.

好ましくは、前記散水装置(3)、一方向空気出口バルブ(5)および一方向空気入口バルブ(10)は異なる挿入深さを有し、前記散水装置(3)は最も深い挿入深さを有し、一方向空気入口バルブ(10)が2番目であり、一方向空気出口バルブ(5)の挿入深さは最も浅い。 Preferably, the sprinkler (3), the one-way air outlet valve (5) and the one-way air inlet valve (10) have different insertion depths, and the sprinkler (3) has the deepest insertion depth. However, the one-way air inlet valve (10) is the second, and the one-way air outlet valve (5) has the shallowest insertion depth.

好ましくは、2つの前記浮力タンク(1)の間には、複数のクロスブレース(2)によって固定接続され、複数の前記クロスブレース(2)は直線状に配列され、隣接する2つの前記クロスブレース(2)の間に含まれる給水孔(4)の数は3つ以上である。 Preferably, the two buoyancy tanks (1) are fixedly connected by a plurality of cross braces (2), and the plurality of the cross braces (2) are linearly arranged and the two adjacent cross braces are arranged. The number of water supply holes (4) included between (2) is three or more.

好ましくは、前記浮力タンク(1)の断面は正方形構造である。 Preferably, the cross section of the buoyancy tank (1) has a square structure.

好ましくは、前記給水孔(4)の開口部は、浮力タンク(1)の波向き面の中心に位置する。前記浮力タンク(1)とクロスブレース(2)は、それぞれ防波堤の3分の1を占める。 Preferably, the opening of the water supply hole (4) is located at the center of the wave facing surface of the buoyancy tank (1). The buoyancy tank (1) and the cross brace (2) each occupy one-third of the breakwater.

従来技術と比べて、本発明の有益な効果は以下のとおりである。
本発明のサージ式高効率の新規浮遊式防波堤は、波消し装置とウォータースクリーン装置を巧みに統合させ、防波堤のスロッシング動作の特性により、観光客が見るべき自動散水の目的を実現する。本発明のサージ式高効率の新規浮遊式防波堤は、モジュール式の特性を持ち、設置と更新ならびに保守しやすく、大量生産に適し、さらに、その散水原理は、他のタイプの浮遊式防波堤に広く適用でき、高度に複製可能である。
Compared with the prior art, the beneficial effects of the present invention are as follows.
The new surge-type high-efficiency floating breakwater of the present invention skillfully integrates a wave-dissipating device and a water screen device, and the sloshing operation characteristics of the breakwater realize the purpose of automatic watering that tourists should see. The surge-type high-efficiency new floating breakwater of the present invention has modular characteristics, is easy to install, renew and maintain, is suitable for mass production, and its watering principle is widely applied to other types of floating breakwaters. Applicable and highly replicable.

本発明のサージ式高効率の新規浮遊式防波堤について、ホーン形の給水孔と散水装置によって噴霧された水流は、入射波を混乱させる機能を持ち、かつ、2つの浮力タンクの間にはムーンプール効果があり、これは良好な波消し効果がある。 For the new surge-type high-efficiency floating breakwater of the present invention, the water flow sprayed by the horn-shaped water supply hole and the sprinkler has the function of confusing the incident wave, and the moon pool is located between the two buoyancy tanks. There is an effect, which has a good wave-eliminating effect.

図1は本発明の構造概略図である。FIG. 1 is a schematic structural diagram of the present invention. 図2は本発明における浮力タンクの内部構造図である。FIG. 2 is an internal structural diagram of the buoyancy tank in the present invention. 図3は本発明の新規構造の平面図である。FIG. 3 is a plan view of the novel structure of the present invention. 図4は本発明における散水装置の構造概略図である。FIG. 4 is a schematic structural diagram of the sprinkler device according to the present invention.

以下は、本発明の実施例における図面を参照して、本発明の実施例における技術的解決手段を明確かつ完全に説明し、明らかに、説明された実施例は、本発明の実施例の一部にすぎず、すべての実施例ではない。本発明における実施例に基づいて、創造的な仕事をすることなく当業者によって得られる他のすべての実施例は、本発明の保護範囲に属する。 Hereinafter, the technical solutions in the embodiments of the present invention will be clearly and completely described with reference to the drawings in the embodiments of the present invention, and the clearly described embodiments are one of the embodiments of the present invention. It's just a part, not all examples. Based on the examples in the present invention, all other examples obtained by those skilled in the art without doing creative work belong to the scope of protection of the present invention.

図1~4を参照し、本発明は技術的解決手段を提供する。 With reference to FIGS. 1-4, the present invention provides a technical solution.

サージ式高効率の新規浮遊式防波堤であって、浮力タンク1、クロスブレース2、散水装置3および給水孔4を含み、前記散水装置3は、ウォータースクリーンノズルヘッド301、ノズル302、およびバルブ303から構成される。ここで、ノズル302は、第二貯水タンクの内部に位置し、前記ウォータースクリーンノズルヘッド301およびバルブ303は、第二貯水タンク8の上部外側に位置し、前記浮力タンク1の数は2つであり、かつ、それらの間はクロスブレース2を介して固定接続され、前記浮力タンク1の内部は第一貯水タンク6、ガス圧縮タンク7および第二貯水タンク8に分けられ、前記給水孔4は浮力タンク1の波向き面にあり、かつ、第一貯水タンク6に接続され、前記第一貯水タンク6の底部はパイプライン11を介して第二貯水タンク8と連通し、前記ガス圧縮タンク7の下端は開いており、前記ガス圧縮タンク7と第二貯水タンク8の上端にそれぞれ一方向空気入口バルブ10と一方向空気出口バルブ5が配置され、前記一方向空気入口バルブ10および一方向空気出口バルブ5の上部には円錐形の上部カバーが固定設置され、前記第一貯水タンク6と第二貯水タンク8との間に流体一方向バルブが設けられ、前記流体一方向バルブの流れ方向は、第一貯水タンク6から第二貯水タンク8までであり、前記ガス圧縮タンク7は、一方向換気バルブ9を介して第二貯水タンク8に連通し、前記散水装置3は第二貯水タンク8の上部にある。 A new surge-type high-efficiency floating breakwater that includes a buoyancy tank 1, a cross brace 2, a sprinkler 3 and a water supply hole 4, said sprinkler 3 from a water screen nozzle head 301, nozzle 302, and valve 303. It is composed. Here, the nozzle 302 is located inside the second water storage tank, the water screen nozzle head 301 and the valve 303 are located outside the upper part of the second water storage tank 8, and the number of the buoyancy tanks 1 is two. There is, and there is a fixed connection between them via a cross brace 2, the inside of the buoyancy tank 1 is divided into a first water storage tank 6, a gas compression tank 7, and a second water storage tank 8, and the water supply hole 4 is It is on the wave facing surface of the buoyancy tank 1 and is connected to the first water storage tank 6, and the bottom of the first water storage tank 6 communicates with the second water storage tank 8 via the pipeline 11 and the gas compression tank 7 is used. The lower end is open, and a one-way air inlet valve 10 and a one-way air outlet valve 5 are arranged at the upper ends of the gas compression tank 7 and the second water storage tank 8, respectively, and the one-way air inlet valve 10 and the one-way air are arranged. A conical upper cover is fixedly installed on the upper part of the outlet valve 5, a fluid one-way valve is provided between the first water storage tank 6 and the second water storage tank 8, and the flow direction of the fluid one-way valve is , The first water storage tank 6 to the second water storage tank 8, the gas compression tank 7 communicates with the second water storage tank 8 via the one-way ventilation valve 9, and the sprinkler 3 is the second water storage tank 8. At the top of.

前記散水装置3は、ウォータースクリーンノズルヘッド301、ノズル302、およびバルブ303から構成される。ここで、ノズル302は、第二貯水タンク8の内側に配置され、前記ウォータースクリーンノズルヘッド301およびバルブ303は、第二貯水タンク8の上部外側に配置される。ここで、ノズル302の浮力タンク1の内部への挿入深さが最も深く、前記ガス圧縮タンク7の上部の一方向空気入口バルブ10の挿入深さは2番目であり、前記第二貯水タンク8の上部の一方向空気出口バルブ5の挿入深さは最も浅く、2つの前記浮力タンク(1)の間は、複数のクロスブレース(2)によって固定接続され、複数の前記クロスブレース(2)は直線状に配列され、任意の隣接する2つの前記クロスブレース(2)の間に含まれる給水孔(4)の数は3つ以上である。 The sprinkler 3 is composed of a water screen nozzle head 301, a nozzle 302, and a valve 303. Here, the nozzle 302 is arranged inside the second water storage tank 8, and the water screen nozzle head 301 and the valve 303 are arranged on the upper outside of the second water storage tank 8. Here, the insertion depth of the nozzle 302 into the buoyancy tank 1 is the deepest, the insertion depth of the one-way air inlet valve 10 above the gas compression tank 7 is the second, and the second water storage tank 8 is the second. The insertion depth of the one-way air outlet valve 5 at the top of the above is the shallowest, and the two buoyancy tanks (1) are fixedly connected by a plurality of cross braces (2), and the plurality of cross braces (2) are fixedly connected. The number of water supply holes (4) arranged linearly and included between any two adjacent cross braces (2) is three or more.

給水孔4の断面は、波の方向に沿って徐々に減少するホーン口の形になり、かつ、高さが徐々に増加する。この設計の利点は、波と海流の作用下で、海水がホーン形の給水孔4を介して第一貯水タンク6の内部に入りやすくなり、入りやすくて排出しにくい効果が得られる。 The cross section of the water supply hole 4 is in the shape of a horn opening that gradually decreases along the direction of the wave, and the height gradually increases. The advantage of this design is that under the action of waves and ocean currents, seawater easily enters the inside of the first water storage tank 6 through the horn-shaped water supply hole 4, and has the effect of being easy to enter and difficult to discharge.

浮力タンク1は、具体的には、波対向浮力タンクと波受け浮力タンクに分けることができ、かつ、2つの前記浮力タンク1の構造は同じであり、複数の前記クロスブレース2があり、前記浮力タンク1の4つの角は面取りされている。この設計の利点は、浮力タンク1とクロスブレース2の間にムーンプールを形成できることであり、ムーンプール効果により、ムーンプール内の水が激しく振動し、波消しに役立ち、さらに、ムーンプール効果により、ムーンプール内の液面が上昇し、海水がホーン形の給水孔4から第一貯水タンク6に入るのを助ける。 Specifically, the buoyancy tank 1 can be divided into a wave facing buoyancy tank and a wave receiving buoyancy tank, and the two buoyancy tanks 1 have the same structure, and there are a plurality of the cross braces 2 as described above. The four corners of the buoyancy tank 1 are chamfered. The advantage of this design is that a moon pool can be formed between the buoyancy tank 1 and the cross brace 2. The moon pool effect causes the water in the moon pool to violently vibrate, helping to eliminate waves, and the moon pool effect. , The liquid level in the moon pool rises, helping seawater to enter the first water storage tank 6 through the horn-shaped water supply hole 4.

動作原理:
まず、波と水流の作用により、水粒子はホーン形の給水孔4から第一貯水タンク6に入り、前記第一貯水タンク6内の水はパイプライン11を通って第二貯水タンク8に入り、続いて、第二貯水タンク8内の水は上昇し続け、最終的な液面は、散水装置3の底部のノズル303の高さよりも高い。
Operating principle:
First, due to the action of waves and water flow, water particles enter the first water storage tank 6 through the horn-shaped water supply hole 4, and the water in the first water storage tank 6 enters the second water storage tank 8 through the pipeline 11. Subsequently, the water in the second water storage tank 8 continues to rise, and the final liquid level is higher than the height of the nozzle 303 at the bottom of the sprinkler 3.

ガス圧縮タンク7内の海水液面が防波堤に対して下向きに移動すると、ガス圧縮タンク7の上部にある一方向空気入口バルブ10が開き、空気がガス圧縮タンク7に入り、このとき一方向換気バルブ9は閉じられる。 When the seawater level in the gas compression tank 7 moves downward with respect to the breakwater, the one-way air inlet valve 10 at the top of the gas compression tank 7 opens, and air enters the gas compression tank 7, and at this time, one-way ventilation is performed. The valve 9 is closed.

ガス圧縮タンク7内の海水液面が防波堤に対して上向きに移動すると、ガス圧縮タンク7の上部にある一方向空気入口バルブ10が閉じ、このとき一方向換気バルブ9が開き、ガス圧縮タンク7の上部のガスが一方向換気バルブ9を通って第二貯水タンク8に入る。 When the seawater level in the gas compression tank 7 moves upward with respect to the breakwater, the one-way air inlet valve 10 at the top of the gas compression tank 7 closes, and at this time, the one-way ventilation valve 9 opens and the gas compression tank 7 opens. The gas in the upper part of the water enters the second water storage tank 8 through the one-way ventilation valve 9.

第二貯水タンク8の上部の空気圧が徐々に増加すると、圧力がバルブ303の所定の圧力値に達すると、バルブ303が開き、圧力下で、水がノズル302およびウォータースクリーンノズルヘッド301を通って噴霧される。ノズル302の設置位置は、水が防波堤の上部に溜まらないようにするために、浮力タンク本体の後ろ側の面取りにある。一定量の水が噴霧された後、第二貯水タンク8の圧力が低下し、キャビン内の水面が特定の位置まで低下した後、第二貯水タンク8の上部にある一方向空気出口バルブ5が開き、第二貯水タンク8の上部空気室から排気し、第一貯水タンク6の海水が再び第二貯水タンク8に流入し、そして、一方向空気出口バルブ5が閉じてサージが完了する。 As the air pressure in the upper part of the second water storage tank 8 gradually increases, when the pressure reaches a predetermined pressure value of the valve 303, the valve 303 opens, and under pressure, water passes through the nozzle 302 and the water screen nozzle head 301. Be sprayed. The nozzle 302 is installed on the chamfer on the rear side of the buoyancy tank body to prevent water from collecting on the upper part of the breakwater. After a certain amount of water has been sprayed, the pressure in the second water storage tank 8 drops, the water level in the cabin drops to a specific position, and then the one-way air outlet valve 5 at the top of the second water storage tank 8 It opens, exhausts from the upper air chamber of the second water storage tank 8, the seawater of the first water storage tank 6 flows into the second water storage tank 8 again, and the one-way air outlet valve 5 closes to complete the surge.

本発明の実施例を示して説明したが、当業者にとって、本発明の原理および精神から逸脱することなく、これらの実施例に対して様々な変更、修正、置換、および変形を行うことができ、本発明の範囲は、添付の特許請求の範囲およびそれらの均等物によって定義されることを理解することができる。 Although embodiments of the invention have been shown and described, those skilled in the art can make various modifications, modifications, substitutions, and modifications to these embodiments without departing from the principles and spirit of the invention. , It can be understood that the scope of the invention is defined by the appended claims and their equivalents.

1-浮力タンク、2-クロスブレース、3-散水装置、301-ウォータースクリーンノズルヘッド、302-ノズル、303-バルブ、4-給水孔、5-一方向空気出口バルブ、6-第一貯水タンク、7-ガス圧縮タンク、8-第二貯水タンク、9-一方向換気バルブ、10-一方向空気入口バルブ、11-パイプライン 1-Floating tank, 2-Cross brace, 3-Sprinkler, 301-Water screen nozzle head, 302-Nozzle, 303-Valve, 4-Water supply hole, 5-One-way air outlet valve, 6-First water storage tank, 7-Gas compression tank, 8-Second water storage tank, 9-One-way ventilation valve, 10-One-way air inlet valve, 11-Pipeline

Claims (9)

サージ式高効率の新規浮遊式防波堤であって、浮力タンク(1)、クロスブレース(2)、散水装置(3)および給水孔(4)を含み、
前記浮力タンク(1)の数は2つであり、かつ、それらの間はクロスブレース(2)を介して固定接続され、前記浮力タンク(1)の内部は、第一貯水タンク(6)、ガス圧縮タンク(7)および第二貯水タンク(8)に分けられ、前記給水孔(4)は前記浮力タンク(1)の波向き面にあり、かつ、第一貯水タンク(6)に接続され、前記第一貯水タンク(6)の底部はパイプライン(11)を介して前記第二貯水タンク(8)と連通し、前記ガス圧縮タンク(7)の下端は開いており、前記ガス圧縮タンク(7)と前記第二貯水タンク(8)の上端にそれぞれ一方向空気入口バルブ(10)と一方向空気出口バルブ(5)が配置され、前記ガス圧縮タンク(7)はまた、一方向換気バルブ(9)を介して前記第二貯水タンク(8)に連通し、前記散水装置(3)は前記第二貯水タンク(8)の上部にある、ことを特徴とする、
サージ式高効率の新規浮遊式防波堤。
Surge-type high-efficiency new floating breakwater, including buoyancy tank (1), cross brace (2), sprinkler (3) and water supply hole (4).
The number of the buoyancy tanks (1) is two, and they are fixedly connected to each other via a cross brace (2), and the inside of the buoyancy tank (1) is a first water storage tank (6). It is divided into a gas compression tank (7) and a second water storage tank (8), and the water supply hole (4) is on the wave direction surface of the buoyancy tank (1) and is connected to the first water storage tank (6). The bottom of the first water storage tank (6) communicates with the second water storage tank (8) via a pipeline (11), and the lower end of the gas compression tank (7) is open. A one-way air inlet valve (10) and a one-way air outlet valve (5) are arranged at the upper ends of (7) and the second water storage tank (8), respectively, and the gas compression tank (7) also has one-way ventilation. It communicates with the second water storage tank (8) via a valve (9), and the sprinkler (3) is located on the upper part of the second water storage tank (8).
Surge-type high-efficiency new floating breakwater.
前記散水装置(3)は、ウォータースクリーンノズルヘッド(301)、ノズル(302)およびバルブ(303)で構成され、前記ノズル(302)は前記第二貯水タンク(8)の内側に配置され、前記ウォータースクリーンノズルヘッド(301)および前記バルブ(303)は前記第二貯水タンク(8)の上部外側に配置される、ことを特徴とする、
請求項1に記載のサージ式高効率の新規浮遊式防波堤。
The water sprinkler (3) is composed of a water screen nozzle head (301), a nozzle (302) and a valve (303), and the nozzle (302) is arranged inside the second water storage tank (8). The water screen nozzle head (301) and the valve (303) are arranged on the upper outer side of the second water storage tank (8).
The new high-efficiency floating breakwater of the surge type according to claim 1.
前記浮力タンク(1)は、波対向浮力タンクおよび波向き浮力タンクに分けられており、かつ、2つの前記浮力タンク(1)の構造は同じであり、前記浮力タンク(1)の4つの角は面取りされている、ことを特徴とする、
請求項1に記載のサージ式高効率の新規浮遊式防波堤。
The buoyancy tank (1) is divided into a wave-opposed buoyancy tank and a wave-oriented buoyancy tank, and the two buoyancy tanks (1) have the same structure and have four corners of the buoyancy tank (1). Is chamfered, characterized by
The new high-efficiency floating breakwater of the surge type according to claim 1.
前記一方向空気入口バルブ(10)および前記一方向空気出口バルブ(5)の上部には円錐形の上部カバーが固定設置され、前記第一貯水タンク(6)と前記第二貯水タンク(8)との間に流体一方向バルブが設けられる、ことを特徴とする、
請求項1に記載のサージ式高効率の新規浮遊式防波堤。
A conical upper cover is fixedly installed on the upper part of the one-way air inlet valve (10) and the one-way air outlet valve (5), and the first water storage tank (6) and the second water storage tank (8) are fixedly installed. A fluid one-way valve is provided between the and.
The new high-efficiency floating breakwater of the surge type according to claim 1.
前記給水孔(4)の断面は、海洋波の方向に沿って徐々に減少するホーン口の形状をとり、かつ、高さが徐々に増加する、ことを特徴とする、
請求項1に記載のサージ式高効率の新規浮遊式防波堤。
The cross section of the water supply hole (4) is characterized in that it has the shape of a horn mouth that gradually decreases along the direction of the ocean wave, and the height gradually increases.
The new high-efficiency floating breakwater of the surge type according to claim 1.
前記散水装置(3)、前記一方向空気出口バルブ(5)および前記一方向空気入口バルブ(10)は異なる挿入深さを有し、前記散水装置(3)は最も深い挿入深さを有し、前記一方向空気入口バルブ(10)が2番目であり、前記一方向空気出口バルブ(5)の挿入深さは最も浅い、ことを特徴とする、
請求項1に記載のサージ式高効率の新規浮遊式防波堤。
The sprinkler (3), the one-way air outlet valve (5) and the one-way air inlet valve (10) have different insertion depths, and the sprinkler (3) has the deepest insertion depth. The one-way air inlet valve (10) is second, and the one-way air outlet valve (5) has the shallowest insertion depth.
The new high-efficiency floating breakwater of the surge type according to claim 1.
2つの前記浮力タンク(1)の間は、複数のクロスブレース(2)によって固定接続され、複数の前記クロスブレース(2)は直線状に配列され、隣接する2つの前記クロスブレース(2)の間に含まれる給水孔(4)の数は3つ以上である、ことを特徴とする、
請求項1に記載のサージ式高効率の新規浮遊式防波堤。
The two buoyancy tanks (1) are fixedly connected by a plurality of cross braces (2), and the plurality of the cross braces (2) are linearly arranged and of two adjacent cross braces (2). The number of water supply holes (4) included between them is three or more.
The new high-efficiency floating breakwater of the surge type according to claim 1.
前記浮力タンク(1)は直方体形状であり、その長手方向の中心線に垂直な断面は正方形構造である、ことを特徴とする、
請求項1に記載のサージ式高効率の新規浮遊式防波堤。
The buoyancy tank (1) has a rectangular parallelepiped shape, and its cross section perpendicular to the center line in the longitudinal direction has a square structure.
The new high-efficiency floating breakwater of the surge type according to claim 1.
前記給水孔(4)の開口部は、浮力タンク(1)の波向き面の中心に位置する、ことを特徴とする、
請求項1に記載のサージ式高効率の新規浮遊式防波堤。
The opening of the water supply hole (4) is located at the center of the wave facing surface of the buoyancy tank (1).
The new high-efficiency floating breakwater of the surge type according to claim 1.
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