JPH05195518A - Construction method for preventing beach erosion using wave absorbing structure - Google Patents

Construction method for preventing beach erosion using wave absorbing structure

Info

Publication number
JPH05195518A
JPH05195518A JP2075773A JP7577390A JPH05195518A JP H05195518 A JPH05195518 A JP H05195518A JP 2075773 A JP2075773 A JP 2075773A JP 7577390 A JP7577390 A JP 7577390A JP H05195518 A JPH05195518 A JP H05195518A
Authority
JP
Japan
Prior art keywords
wave
dissipating structure
spheres
sphere
waves
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
JP2075773A
Other languages
Japanese (ja)
Other versions
JP2835867B2 (en
Inventor
Yukio Miyazaki
幸雄 宮崎
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.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2075773A priority Critical patent/JP2835867B2/en
Publication of JPH05195518A publication Critical patent/JPH05195518A/en
Application granted granted Critical
Publication of JP2835867B2 publication Critical patent/JP2835867B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • 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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  • Revetment (AREA)

Abstract

PURPOSE:To improve wave absorbing function by installing a wave absorbing structure including therein spherical bodies having different specific gravity under the sea in floating state and fixing it to the bottom of the sea by means of a mooring cable and an anchor. CONSTITUTION:A semispherical or cylindrical frame 2 is formed from a net or a metal frame. And spherical bodies 1 having different specific gravity are put into the frame 2, in which bulk ratio of the bodies 1 is in the range of 40-70%, to form a wave absorbing structure. Further the structure is installed under the sea in floating state and fixed to the bottom of the sea by means of a mooring cable 3 and anchor 4.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は消波機能をもった構造体を用いた海岸の浸蝕防
止 工法に関する。
TECHNICAL FIELD The present invention relates to a method for preventing coastal erosion using a structure having a wave-dissipating function.

(従来の技術) 海岸の浸蝕防止に関する方法は岸より海にまっすぐ突き
出 す突堤や海岸から100m程度離れた地点に離岸堤を断続的
に 設置する等いずれも海底からコンクリート製消波ブロッ
ク 又は岩石を積み上げる方式が主流である 最近では沖合いに海岸線と平行して1トン以上の岩石を
干 潮時の水深から1m位の高さまで積み重ねる人工礁工法
が 開発されている (発明が解決しようとする問題点) しかしながら上記の海岸浸蝕防止法はいづれも数トンに
の ぼるコンクリート製テトラポットか岩石を海底より積上
げ ていく方法であり、潮の干満差の大きい場所で付近に採
石 場のない地域においては岩石やテトラポットを運搬する
こ とが至難で場所的に極めて限られた工法といえよう。加
え て海底が砂や泥の地質である場合、岩石やテトラポット
の 沖合いへの流亡を防止するため多額の基礎工事が不可欠
で ある。
(Prior art) Methods for preventing coastal erosion include concrete jetting blocks or rocks from the seabed, such as a jetty projecting straight from the shore to the sea or a breakwater intermittently installed about 100 m away from the coast. The mainstream method is to stack rocks. Recently, an artificial reef method has been developed that stacks 1 ton or more of rocks offshore in parallel with the coastline to a depth of about 1 m from the water depth at low tide. (Problems to be solved by the invention ) However, each of the above methods for preventing coastal erosion is a method in which several tons of concrete tetrapots or rocks are piled up from the seabed, and rocks are not used in areas where there is a large tidal range and there is no quarry nearby. It can be said that it is extremely difficult to carry a car or a tetra pot, and the method is extremely limited in terms of location. In addition, if the seabed is sandy or mud geological, a large amount of foundation work is indispensable to prevent the outflow of rocks and tetrapods offshore.

(問題点を解決するための手段) 本発明が提供する方法は従来の様にテトラポットや岩石
を 積み重ねる等の重量物を主体とする築堤方法とは全く異
る 方法である それは消波機能をもった浮遊構造体を海中に浮遊状態で
設 置し波浪による流亡、移動を防止するため係留索とアン
カ ーにて固定したもので海底の基礎工事はまったく不要で
あ る。加えて本方法は消波構造体を構成するネット、金属
製 フレームを現地で組立て半円型、円筒型、或いは檻状の
函 体としこの中に収容する浮遊球体もこれ又、現地で材料 (樹脂その他)と加工設備さえあれば加工が可能で、こ
れ らを組合わせれば現地で組立て、現地で設置まで可能で
あ る。
(Means for Solving Problems) The method provided by the present invention is a method completely different from the conventional embankment method mainly for heavy objects such as stacking tetrapots and rocks. A floating structure with a floating structure is placed in the sea in a floating state, and fixed with mooring lines and anchors to prevent runoff and movement due to waves, so no seabed foundation work is required. In addition, this method uses the nets and metal frames that make up the wave-dissipating structure locally assembled into semi-circular, cylindrical, or cage-shaped boxes. It is possible to process with resin and other materials) and processing equipment. If these are combined, it is possible to assemble locally and even install locally.

又、この方法は潮の干満に関係なく実施出来るし、然も
設 置の際はクレーン船等の重機械類は必要としない。
In addition, this method can be carried out regardless of the ebb and flow of the tide, and at the time of installation, heavy machinery such as a crane ship is not required.

(作用) 金属製の枠とネットで構成された半円型、円筒型、の構
造 体又は、金属製の檻状函体内に比重0,5〜4の範囲の各
種 球体(直径15cm〜30cm)を収容率40〜70%の範囲で収容
し た消波構造体を海中に浮遊状態にて設置すると、構造体
内 の比重1.5〜2の球体と、比重3〜4の球体は何れも浮
遊 状態にあるため、波を受けると比重1.5〜2の表面積の
大 きい浮遊球体は移動、回転、衝突する。
(Function) A semicircular or cylindrical structure composed of a metal frame and net, or various spherical bodies (diameter 15 cm to 30 cm) with a specific gravity of 0.5 to 4 in a metal cage box. If a wave-dissipating structure containing 40 to 70% of the housing is installed in the sea in a floating state, the spheres with a specific gravity of 1.5 to 2 and the spheres with a specific gravity of 3 to 4 will both float. Therefore, when receiving a wave, a floating sphere with a large specific surface area of 1.5 to 2 moves, rotates, and collides.

一方比重3〜4の浮遊球体は底波を受け、持ち上げられ
移 動衝突して波のエネルギーを球体のエネルギーに転換さ
せ ることを基本原理とする。この消波構造体を海岸線と併
行 に岸より一定距離を置いて、沖合いに、海中に浮遊状態
で 設置し、移動、流失を防ぐためこの消波構造体を係留索
と アンカーにて固定する海岸浸蝕防止工法である。
On the other hand, the basic principle is that a floating sphere with a specific gravity of 3-4 receives a bottom wave, is lifted, and moves and collides to convert the wave energy into the energy of a sphere. This wave-dissipating structure is installed parallel to the shoreline at a certain distance from the shore, and is installed offshore in a floating state in the sea.The wave-dissipating structure is fixed by mooring lines and anchors to prevent movement and loss. This is an erosion prevention method.

この方法は海中に浮遊状態で設置されている消波構造体
が 沖から寄せる寄せ波を受けると、浮遊球体の運動に転換
さ れ大幅に波長、波高が減殺される。然し100%波が消さ
れ ないので消波構造体を抜け出た寄せ波の一部は岸に達し
返 し波となり再びこの消波構造体にぶつかる。この波はこ
れ を抜け出た波と衝突し波の相互干渉による相乗効果によ
り 波のエネルギーを減殺し消波し、返し波による海岸浸蝕
を 防止する方法である。
In this method, when a wave-dissipating structure installed in the sea in a floating state receives a wave coming from offshore, it is converted into the motion of a floating sphere, and the wavelength and wave height are greatly reduced. However, since 100% of the wave is not erased, part of the wave coming out of the wave-dissipating structure reaches the shore and returns to become a wave, which collides with this wave-dissipating structure again. This wave is a method of colliding with the wave that has passed through this wave and reducing the energy of the wave by the synergistic effect of mutual interference of the waves to extinguish the wave and prevent coastal erosion due to the return wave.

(発明の効果) 海岸の砂の運動の大部分は水中で起る。それは波や波が
つ くる流れの結果である。波がある限り、海浜はたえず移
動 している。
(Effect of the Invention) Most of the sand movement on the beach occurs underwater. It is the result of waves and streams of waves. As long as there are waves, the beach is constantly moving.

就中、海浜に近ずく波が小さい時は海底の砂は水分子の
軌 道運動に伴い岸辺の方に移動する。一方波が大きく高波
の 時は、波は岸辺より砂を運び去り、沖合いの方に持ち去
る。
Especially, when the waves approaching the beach are small, the sand on the seabed moves toward the shore along with the trajectory of water molecules. On the other hand, when the waves are large and high, the waves carry sand away from the shore and carry it offshore.

そこに砂州等の急な浅瀬があると、そこで波は砕けるの
で 砂州等はフィルターの役目をしている。又、波による著
る しい乱れにより動かされた砂は波を防ぐ構造物があっ
て、 波の作用が弱められる所ならどこにでも堆積する。
If there is a steep shallow water such as a sandbar, the waves will break there, so the sandbar acts as a filter. In addition, the sand that is moved by the significant turbulence due to the waves has a structure that prevents the waves, and accumulates wherever the action of the waves is weakened.

本発明はこの様な自然現象にもとずき考案した消波構造
体 による海岸浸蝕防止方法である。
The present invention is a method of preventing coastal erosion using a wave-dissipating structure devised based on such a natural phenomenon.

鉄枠で補強したネットを用いた半円型、円型の構造体
或 いは金属製の檻状函体内に比重の異なる球体を波浪の高
低 により収容率40〜70%の範囲で収容し、この消波構造体
を 海中に海底より50cm〜1m浮かして、海岸線と併行して
設 定する。この消波構造体は全体が浮遊しているため波に
よ る流失、移動を防止するため係留索とアンカーで固定し
海 岸浸蝕防止体とする。
Spheres with different specific gravities are accommodated in a semicircular or circular structure using a net reinforced with an iron frame or a cage made of metal in the range of 40 to 70% depending on the height of waves. This wave-dissipating structure will be floated in the sea by 50 cm to 1 m above the sea floor and set up alongside the coastline. Since this whole wave-dissipating structure is floating, it is fixed by mooring lines and anchors to prevent erosion and erosion due to waves.

沖より押し寄せた波がこの海岸浸蝕防止体にぶつかる
と、 消波構造体内に収容した浮遊球体のうち比重1.5〜2の
表 面積の大きい浮遊球体の球体は回転し、左右上下に移動
し 球体間で衝突し合う運動となる。一方、比重3以上の重
い 球体は寄せ波のうち底波を受けて浮き上り移動する運動
と なる。寄せ波の殆んどは消波構造体の球体運動に変換さ
れ そのエネルギーを減殺されるが、一部は岸に向って押し
寄 せる。この波が返し波となって消波構造体に戻って来る
と 再び浮遊球体の運動エネルギーとなるか、或いは次の寄
せ 波とこの構造体内外で衝突し、寄せ波も返し波も共々エ
ネ ルギーは相殺される。
When waves rushing from offshore hit this coastal erosion preventive body, among the floating spheres contained in the wave-dissipating structure, the floating spheres with a large specific surface area of 1.5 to 2 rotate and move up and down, left and right, and between the spheres. It becomes a motion to collide with each other. On the other hand, a heavy sphere with a specific gravity of 3 or more receives the bottom wave of the waves and moves up. Most of the waves are converted into spherical motion of the wave-dissipating structure and its energy is reduced, but some of them are pushed toward the shore. When this wave returns to the wave-dissipating structure and returns to the wave-dissipating structure, it becomes the kinetic energy of the floating sphere again, or collides with the next wave inside and outside the structure, and both the wave and the wave return energy. Are offset.

この様に沖から大きく高い波を消波構造体がその球体
運 動で減殺させるものであるが、消波構造体は海水が自由
に 移動可能な様に収容球体の収容密度を小さくしているた
め、 水は自由に流れて行く空間を持っている。この構造が消
波 構造体を球体の運動のみでなく、寄せ波、返し波の波同
志 の衝突による減殺消波を可能ならしめるものである。こ
の 結果、波長、波高の大きい波を消波することにより、海
岸 浸蝕を防止すると共に、既に波で浸蝕された状態の海浜
の 復旧にも応用することも可能である。
In this way, the wave-dissipating structure attenuates large high waves from offshore by its spherical movement, but the wave-dissipating structure reduces the storage density of the storage spheres so that seawater can move freely. Therefore, the water has a space to flow freely. This structure enables the wave-dissipating structure not only to move the sphere, but also to reduce and cancel waves by collisions of waves of return waves and return waves. As a result, it is possible to prevent coastal erosion by extinguishing waves with large wavelengths and wave heights, and to apply it to the restoration of beaches that have already been eroded by waves.

【図面の簡単な説明】[Brief description of drawings]

第一図は発明の消波構造体による海岸浸蝕防止の全体
図 を示す。 は球体 は鉄製フレーム は係留索 はアン
カ ー 第二図は消波構造体の形状 〜はネットとフレームの組合せによる消波構造体 イ.は球体 ロ.はネット ハ.はフレーム
Figure 1 shows the overall view of coastal erosion prevention by the wave-dissipating structure of the invention. Is a sphere is an iron frame is a mooring line is an anchor Figure 2 shows the shape of a wave-dissipating structure ~ is a wave-dissipating structure that is a combination of a net and a frame. Is a sphere b. Is Netha. Is a frame

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 ネットあるいは金属製枠を半円型、円筒
型の構造体、 あるいは檻状の函体を作り、この中に比重の異なる球体
を 容積率40〜70%の範囲で収容し、波浪エネルギーをこの
球 体の運動エネルギーに転換する機能をもった消波構造体
と し、この消波構造体を波浪浸蝕の著るしい海岸線に砂浜
と 併行して沖合いの海中に浮遊状態で設置する。なお波浪
に よる消波構造体の流失を防止するため係留索とアンカー
に て固定してある海岸浸蝕防止工法
1. A net or a metal frame is formed into a semicircular or cylindrical structure, or a cage-shaped box, in which spheres having different specific gravities are accommodated in a volume ratio of 40 to 70%, A wave-dissipating structure that has the function of converting wave energy into the kinetic energy of this sphere, and this wave-dissipating structure is installed in a floating state in the sea offshore along the sandy beach along the coastline where wave erosion is prominent. To do. The coastal erosion prevention method is fixed to mooring lines and anchors to prevent the wave-dissipating structure from flowing away due to waves.
【請求項2】 消波構造体に使用するネットは金属、樹
脂あるいは 合成センイ製のいずれでも良い、このネットと枠を用い
て 円型、半円型とした構造体或いは金属の檻型の函体構造
体 に収納する球体は、消波構造体に浮力をつけるため比重
0 ,5〜0,7の中空球体と、消波機能をもたせるため球体の
表 面積を最大にする構造のもの、例えば上下方向に円形の
孔 をあけ周囲上下に夫々扇状の開孔部を設け、かつ扇状の
開 孔の一辺より中心部に向けてラインをつけた構造とした
も ので、球体の比重を1.5〜2とした球体と、底波に対す
る 消波機能をもたせるために比重3〜4の中実球体を消波
構 造体の底部に収納する、以上3種の比重の異なる球体の
直 径はいずれも15CM〜30cmとし波浪の強弱により各球体の
収 納率を40〜70%の範囲内で決定することにより、消波構
造 体とした第一項記載の海岸浸蝕防止工法
2. The net used for the wave-dissipating structure may be made of metal, resin, or synthetic resin. The net and frame are used to make a circular or semi-circular structure or a metal cage box. The spheres housed in the body structure have a specific gravity to add buoyancy to the wave-dissipating structure.
0,5 to 0,7 hollow spheres, and those with a structure that maximizes the surface area of the sphere to have a wave-dissipating function, such as circular holes in the vertical direction and fan-shaped openings at the top and bottom In addition, the structure is such that a line is attached from one side of the fan-shaped hole toward the center, so that the specific gravity of the sphere is 1.5 to 2 and the specific gravity of 3 to 4 in order to have a wave canceling function for the bottom wave. The solid spheres are stored in the bottom of the wave-dissipating structure, and the diameters of the three spheres with different specific gravities are 15CM to 30cm, and the collection rate of each sphere is 40 to 70% depending on the strength of the waves. The method for preventing coastal erosion as described in the first paragraph, which is a wave-dissipating structure by determining within the range.
JP2075773A 1990-03-27 1990-03-27 Coastal erosion prevention method using wave-dissipating structures Expired - Fee Related JP2835867B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2075773A JP2835867B2 (en) 1990-03-27 1990-03-27 Coastal erosion prevention method using wave-dissipating structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2075773A JP2835867B2 (en) 1990-03-27 1990-03-27 Coastal erosion prevention method using wave-dissipating structures

Publications (2)

Publication Number Publication Date
JPH05195518A true JPH05195518A (en) 1993-08-03
JP2835867B2 JP2835867B2 (en) 1998-12-14

Family

ID=13585864

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2835867B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013231445A (en) * 2006-11-03 2013-11-14 Ceto Ip Pty Ltd Buoyant actuator

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013231445A (en) * 2006-11-03 2013-11-14 Ceto Ip Pty Ltd Buoyant actuator

Also Published As

Publication number Publication date
JP2835867B2 (en) 1998-12-14

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