JPH0730734Y2 - Floating body of a breakwater - Google Patents

Floating body of a breakwater

Info

Publication number
JPH0730734Y2
JPH0730734Y2 JP1989003764U JP376489U JPH0730734Y2 JP H0730734 Y2 JPH0730734 Y2 JP H0730734Y2 JP 1989003764 U JP1989003764 U JP 1989003764U JP 376489 U JP376489 U JP 376489U JP H0730734 Y2 JPH0730734 Y2 JP H0730734Y2
Authority
JP
Japan
Prior art keywords
wave
floating body
wall surface
breakwater
floating
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.)
Expired - Lifetime
Application number
JP1989003764U
Other languages
Japanese (ja)
Other versions
JPH0297418U (en
Inventor
喜利 宮野
幹市郎 山野
誠也 山下
Original Assignee
石川島播磨重工業株式会社
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 石川島播磨重工業株式会社 filed Critical 石川島播磨重工業株式会社
Priority to JP1989003764U priority Critical patent/JPH0730734Y2/en
Publication of JPH0297418U publication Critical patent/JPH0297418U/ja
Application granted granted Critical
Publication of JPH0730734Y2 publication Critical patent/JPH0730734Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、養殖施設等の消波を目的とする漁場整備、漁
船等の保護を目的とする漁港整備等に用いられる浮防波
堤の浮体に関するものである。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a floating body of a floating breakwater used for maintenance of fishing grounds for the purpose of breaking waves in aquaculture facilities, and maintenance of fishing ports for the protection of fishing boats. It is a thing.

[従来の技術] 従来の浮防波堤として短周期波(短波長波)を対象とす
る例について、第5図により説明すると、波bの進入方
向上流側の壁面d及び波の進入方向下流側壁面e並に波
の進入方向に対し直交する左右両側部の壁面(図示せ
ず)を水面cに対し垂直にし、各壁面d,e等の上下部
に、水平な頂面f及び底面gを固着し、浮防波堤を構成
する浮体aの波bの進入方向の断面形状を、内部が中空
状の矩形に形成し、前記浮体aを水面近傍に保持し得る
様に、浮体aの前記両壁面d,e付近を、海底に固定され
たアンカーに、係留索iを介して係留している。
[Prior Art] An example of a conventional floating breakwater intended for short-period waves (short-wavelength waves) will be described with reference to FIG. 5. A wall surface d on the upstream side in the approach direction of the wave b and a downstream side wall surface e in the approach direction of the wave b. Similarly, the wall surfaces (not shown) on both left and right sides orthogonal to the wave intrusion direction are made perpendicular to the water surface c, and the horizontal top surface f and bottom surface g are fixed to the upper and lower parts of each wall surface d, e. , The cross-sectional shape of the floating body a forming the floating breakwater in the direction of entry of the wave b is formed into a hollow rectangular shape, so that the floating body a can be held near the water surface. The area near e is moored to an anchor fixed to the seabed via a mooring line i.

浮体aに対して波bが進入すると、波bは波体aの波b
の進入方向上流側の壁面dに当り浮体aを通過する透過
波を小さくすることにより、波bの進入方向下流側の水
面を消波する様にしている。
When the wave b enters the floating body a, the wave b becomes the wave b of the wave body a.
The transmitted wave passing through the floating body a on the wall surface d on the upstream side in the entry direction is reduced so that the water surface on the downstream side in the entry direction of the wave b is extinguished.

[考案が解決しようとする課題] しかしながら、近年、浮防波堤の消波性能の向上が要求
されて来ており、消波性能の向上により、同一要求消波
性能に対して浮体を小さくして経済的効果を高める必要
があるが、上述の従来例の様な矩形断面の浮体では十分
な効果が得られなかった。
[Problems to be solved by the invention] However, in recent years, improvement of the wave breaking performance of a floating breakwater has been demanded. Due to the improvement of the wave breaking performance, the floating body is made smaller for the same required wave breaking performance, which is economical. It is necessary to enhance the mechanical effect, but the floating body having a rectangular cross section as in the above-mentioned conventional example cannot obtain a sufficient effect.

又、矩形断面の浮体は、波の進入方向に対して壁面dが
水面と直交しているため、反射波が大きくなり、これに
伴い浮体に働く波漂流力も大きくなり、従って浮体aと
アンカーhとの間の係留索iに張力の増大をもたらすと
いう問題があった。
Further, in the floating body having a rectangular cross section, since the wall surface d is orthogonal to the water surface with respect to the wave entering direction, the reflected wave becomes large, and the wave drift force acting on the floating body also becomes large accordingly. Therefore, the floating body a and the anchor h There is a problem that the tension is increased in the mooring line i between and.

本考案は、上記実情に鑑み、消波性能の向上及び浮体の
受ける波漂流力の軽減により、浮体及び係留索を小さく
することを目的としてなしたものである。
The present invention has been made in view of the above circumstances and has an object to reduce the floating body and the mooring line by improving the wave-dissipating performance and reducing the wave drift force that the floating body receives.

[課題を解決するための手段] 本考案は、波の進入方向断面形状を、波の進入方向に対
し上流側の壁面及び波の進入方向に対し下流側の壁面が
波の進入方向下流側に向い上り勾配に傾斜した平行四辺
形状にし且つ内部を中空状にしたことを特徴とするもの
である。
[Means for Solving the Problems] According to the present invention, the cross-sectional shape of the wave intrusion direction is such that the wall surface on the upstream side of the wave intrusion direction and the wall surface on the downstream side of the wave intrusion direction are in the wave intrusion direction and downstream side. It is characterized in that it has a parallelogram shape inclined in an upward slope and has a hollow inside.

[作用] 浮体に対して波が進入すると、波の進入方向上流側壁面
と波の進入方向下流側壁面とが波の進入方向下流側に向
い上り勾配に傾斜した平行四辺形状に形成されているた
め、短周期波に対して透過波が従来の矩形断面の浮体の
場合よりも小さくなり、従って消波性能を向上させるこ
とができると共に、浮体の受ける波漂流力を軽減するこ
とができ、又前記浮体の内部は中空状となっているため
に構造が簡単となり、前記浮体の形成を短期間に行なう
ことができると共に製作コストを軽減でき、更に浮体自
体が完全に閉塞した形状となっているため、波力等の外
力に対する浮体の強度を向上させることができる。
[Operation] When a wave enters the floating body, the upstream side wall surface in the wave entry direction and the downstream side wall surface in the wave entry direction are formed in a parallelogram shape that inclines in an upward slope toward the downstream side in the wave entry direction. Therefore, the transmitted wave is smaller than that of the conventional floating body having a rectangular cross section with respect to the short-period wave, and thus the wave-dissipating performance can be improved and the wave drift force received by the floating body can be reduced. Since the inside of the floating body is hollow, the structure is simple, the floating body can be formed in a short period of time, the manufacturing cost can be reduced, and the floating body itself has a completely closed shape. Therefore, the strength of the floating body against external force such as wave force can be improved.

[実施例] 以下、図面に基づき本考案の実施例を説明する。[Embodiment] An embodiment of the present invention will be described below with reference to the drawings.

第1図及び第2図は本考案の一実施例を示したもので、
浮防波堤浮体1は、波2の進入方向の幅Bよりも該幅B
と直交する長手方向長さLの方の長さを大きくし、前記
浮体1の波2の進入方向での断面形状は、高さHを隔て
て配設され互いに平行な頂面3及び底面4と、上下端部
を底面4及び頂面3に固着され且つ波2の進入方向下流
側に向い上り勾配に傾斜する、波2の進入方向上流側壁
面5と、壁面5と平行に傾斜する波2の進入方向下流側
の壁面6と、波の進入方向に対し直交する左右両側部の
垂直な壁面により、内部が中空状の平行四辺形を形成す
る。
1 and 2 show an embodiment of the present invention.
The floating breakwater floating body 1 has a width B more than the width B of the wave 2 in the entering direction.
The length L in the longitudinal direction orthogonal to is increased, and the cross-sectional shape of the floating body 1 in the approach direction of the wave 2 has a top surface 3 and a bottom surface 4 which are arranged at a height H and are parallel to each other. And a wave which is fixed to the bottom surface 4 and the top surface 3 at the upper and lower ends thereof, and which slopes in an upward slope toward the downstream side in the approach direction of the wave 2, and in which the upstream side wall surface 5 in the approach direction of the wave 2 and the wall surface 5 slopes in parallel. A parallelogram with a hollow inside is formed by the wall surface 6 on the downstream side of the entry direction of 2 and the vertical wall surfaces on both left and right sides orthogonal to the entry direction of the waves.

前記浮体1の上部が水面上に浮び下部が水面下に没する
様に、浮体1と海底に固定されたアンカー7との間を係
留索8により連結する。
The floating body 1 and the anchor 7 fixed to the seabed are connected by mooring lines 8 so that the upper portion of the floating body 1 floats above the water surface and the lower portion sinks below the water surface.

なお、9は水面、10は喫水線、Dは喫水、αは前記壁面
5,6の、垂線に対する傾斜角である。
In addition, 9 is the water surface, 10 is the water line, D is the water line, and α is the wall surface.
The inclination angles of 5 and 6 with respect to the perpendicular.

波2の進入に対して浮体1を通過する透過波を小さくす
ることにより消波性能が向上するが、この透過波の成分
は、浮体固定時の透過波、上下揺れ(上下方向垂直運
動)による発散波、左右揺れ(幅B方向水平運動)によ
る発散波、横揺れ(幅B方向と直交する回転運動)によ
る発散波の4つに大別される。
The wave-dissipation performance is improved by reducing the transmitted wave that passes through the floating body 1 with respect to the entry of the wave 2, but the component of this transmitted wave is due to the transmitted wave when the floating body is fixed and the vertical oscillation (vertical movement in the vertical direction). It is broadly divided into four types: divergent waves, lateral waves (horizontal motion in the width B direction), and lateral waves (rotational motion orthogonal to the width B direction).

波周期の短い領域では、浮体の動揺が小さいため上記成
分の中、浮体固定時の透過波が支配的となるが、第1図
及び第2図に示した実施例の様に、壁面5,6が波2の進
入方向に対し上り勾配で傾斜している場合、浮体固定時
の透過波は、従来の矩形断面の場合よりも小さくなり、
従って全体の透過波も小さくなる。
In the region where the wave period is short, the sway of the floating body is small, and the transmitted wave when the floating body is fixed is dominant among the above components, but like the embodiment shown in FIGS. 1 and 2, the wall surface 5, When 6 is inclined upward with respect to the incoming direction of the wave 2, the transmitted wave when the floating body is fixed becomes smaller than in the case of the conventional rectangular cross section,
Therefore, the overall transmitted wave also becomes small.

第3図及び第4図は、それぞれ規則波、不規則波(Bret
schneider−光易型スペクトル)に対する平行四辺形断
面の浮体1と従来の矩形断面の浮体aとの消波性能比較
を実験結果により表わしたものである。横軸は波長と幅
の比λ/B、縦軸は波の透過率CT(透過波高/入射波高)
を示し、従来の浮体aの場合を破線、上記実施例の浮体
1の場合を実線で示し、共に、高さHと幅Bの比、喫水
Dと幅Bの比を等しくしてある。
Figures 3 and 4 show the regular and irregular waves (Bret, respectively).
Fig. 3 shows experimental results of comparison of wave-dissipating performance between a floating body 1 having a parallelogram cross section and a conventional floating body a having a rectangular cross section with respect to a schneider (light spectrum). The horizontal axis is the wavelength-width ratio λ / B, and the vertical axis is the wave transmittance C T (transmitted wave height / incident wave height)
The case of the conventional floating body a is shown by a broken line, and the case of the floating body 1 of the above-mentioned embodiment is shown by a solid line. In both cases, the ratio of height H to width B and the ratio of draft D to width B are made equal.

第3図及び第4図は、共に、従来の浮体aの場合よりも
上記実施例の浮体1の場合の方が短周期領域で波の透過
率CTが小さく、従って消波性能が優れていることを示し
ている。
3 and 4 show that the floating body 1 of the above-mentioned embodiment has a smaller wave transmittance C T in the short period region than that of the conventional floating body a, and therefore has excellent wave-dissipation performance. It indicates that

[考案の効果] 本考案によれば、従来の浮体よりも短周期領域で消波性
能が向上するため、短周期の波を消波対象とする浮消波
堤の場合、同一の要求消波性能に対して浮体[幅B×高
さH]を従来の浮体よりも小さく出来るので経済的に作
ることが可能となり、従って波漂流力が小さくなり係留
索を小さいものにすることも可能となり、又、傾斜した
壁面での波崩れが起りやすくなりこの波崩れによって浮
体からの反射波が小さくなり、従って浮体に作用する水
平方向の定常力、すなわち波漂流力が減少することによ
り係留索を小さいものにすることが可能となり、又前記
浮体の内部は中空状となっているために構造が簡単とな
り、前記浮体の形成を短期間に行なうことができると共
に製作コストを軽減でき、更に浮体自体が完全に閉塞し
た形状となっているため、波力等の外力に対する浮体の
強度を向上させることができる等の種々の優れた効果を
奏し得る。
[Effects of the Invention] According to the present invention, since the wave-dissipating performance is improved in the short-period region compared to the conventional floating body, the same required wave-dissipation is required in the case of the floating-wave breakwater whose short-waves are to be extinguished. As for the performance, the floating body [width B x height H] can be made smaller than the conventional floating body, so it can be made economically, and therefore the wave drifting force becomes small and the mooring line can be made small. In addition, wave collapse tends to occur on the inclined wall surface, and this wave collapse reduces the reflected wave from the floating body. Therefore, the stationary force in the horizontal direction acting on the floating body, that is, the wave drift force is reduced, so that the mooring line is small. In addition, since the inside of the floating body is hollow, the structure is simple, the floating body can be formed in a short period of time, and the manufacturing cost can be reduced. Completely blocked Since that is the Jo, it can achieve various excellent effects such can improve the strength of the floating body with respect to an external force of wave power and the like.

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

第1図は本考案の浮防波堤の浮体の一実施例の断面図、
第2図は第1図の浮体を用いた浮防波堤の斜視図、第3
図は規則波に対する本考案の一実施例の平行四辺形断面
の浮体と従来の矩形断面の浮体の消波性能比較を実験結
果により示したグラフ、第4図は不規則波に対する本考
案の一実施例の平行四辺形断面の浮体と従来の矩形断面
の浮体の消波性能比較を実験結果により示したグラフ、
第5図は従来の浮防波堤の浮体の断面図である。 図中1は浮体、2は波、3は頂面、4は底面、5,6は壁
面を示す。
FIG. 1 is a sectional view of an embodiment of a floating breakwater of the present invention,
2 is a perspective view of a floating breakwater using the floating body of FIG. 1, 3
FIG. 4 is a graph showing the comparison of the wave-dissipation performance of a floating body having a parallelogram cross section according to one embodiment of the present invention with respect to a regular wave and a conventional floating body having a rectangular cross section according to experimental results. FIG. A graph showing the comparison of the wave-dissipating performance of a floating body having a parallelogram cross section of the example and a conventional floating body having a rectangular cross section by experimental results,
FIG. 5 is a sectional view of a floating body of a conventional floating breakwater. In the figure, 1 is a floating body, 2 is a wave, 3 is a top surface, 4 is a bottom surface, and 5 and 6 are wall surfaces.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】波の進入方向断面形状を、波の進入方向に
対し上流側の壁面及び波の進入方向に対し下流側の壁面
が波の進入方向下流側に向い上り勾配に傾斜した平行四
辺形状にし且つ内部を中空状にしたことを特徴とする浮
防波堤の浮体。
1. A parallel four-sided cross-sectional shape in which the wall surface on the upstream side with respect to the wave entering direction and the wall surface on the downstream side with respect to the wave entering direction are inclined in an upward slope toward the wave entering direction and the downstream side. A floating body of a breakwater, which has a shape and a hollow inside.
JP1989003764U 1989-01-17 1989-01-17 Floating body of a breakwater Expired - Lifetime JPH0730734Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989003764U JPH0730734Y2 (en) 1989-01-17 1989-01-17 Floating body of a breakwater

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989003764U JPH0730734Y2 (en) 1989-01-17 1989-01-17 Floating body of a breakwater

Publications (2)

Publication Number Publication Date
JPH0297418U JPH0297418U (en) 1990-08-02
JPH0730734Y2 true JPH0730734Y2 (en) 1995-07-19

Family

ID=31205692

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989003764U Expired - Lifetime JPH0730734Y2 (en) 1989-01-17 1989-01-17 Floating body of a breakwater

Country Status (1)

Country Link
JP (1) JPH0730734Y2 (en)

Also Published As

Publication number Publication date
JPH0297418U (en) 1990-08-02

Similar Documents

Publication Publication Date Title
US4776724A (en) Floating wave dissipation structure
US6408780B1 (en) Wave-resistant mega-float
US3953977A (en) Device for damping waves
JPH0730734Y2 (en) Floating body of a breakwater
JP3326162B2 (en) Wave-dissipating block
JPH1181269A (en) Offshore breakwater
KR200213518Y1 (en) Sofa block
JPH10157691A (en) Extra-large floating body
JP3244993B2 (en) Low reflection type floating breakwater
KR200166614Y1 (en) A breakwater structure
JPH11229350A (en) Floating breakwater
JP2001206284A (en) Seaworthy large floating body
JPH11350453A (en) Floating breakwater
JPH10176320A (en) Wave dissipation block
JP2002081037A (en) Breakwater structure
JPH0497006A (en) Floater type shock absorber
JPH0112881B2 (en)
JPH0538112Y2 (en)
KR100425754B1 (en) Waves Scattering Structures for a Bulwark
JPH0529212Y2 (en)
JPS6172118A (en) Floating weir as breakwater
JPS5935620Y2 (en) Device to prevent floating structures from moving onto land due to tsunamis and storm surges
JP3649557B2 (en) Stabilization type super large floating structure
JPS61122317A (en) Long wavelength type floating wave dissipating weir
JPH0224409A (en) Floating type breakwater capable of absorbing wave energy

Legal Events

Date Code Title Description
EXPY Cancellation because of completion of term