JPS5934577Y2 - Wave dissipating body - Google Patents

Wave dissipating body

Info

Publication number
JPS5934577Y2
JPS5934577Y2 JP18428979U JP18428979U JPS5934577Y2 JP S5934577 Y2 JPS5934577 Y2 JP S5934577Y2 JP 18428979 U JP18428979 U JP 18428979U JP 18428979 U JP18428979 U JP 18428979U JP S5934577 Y2 JPS5934577 Y2 JP S5934577Y2
Authority
JP
Japan
Prior art keywords
wall
wave
dissipating body
pass
wave dissipating
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
Application number
JP18428979U
Other languages
Japanese (ja)
Other versions
JPS56105516U (en
Inventor
喜久次郎 増田
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
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 Individual filed Critical Individual
Priority to JP18428979U priority Critical patent/JPS5934577Y2/en
Publication of JPS56105516U publication Critical patent/JPS56105516U/ja
Application granted granted Critical
Publication of JPS5934577Y2 publication Critical patent/JPS5934577Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は消波体に関し、特に消波効果にすぐれて海岸の
海喰の防止に役立つものを提供しようとするものである
[Detailed Description of the Invention] The present invention relates to a wave-dissipating body, and an object of the present invention is to provide a wave-dissipating body that has particularly excellent wave-dissipating effects and is useful for preventing sea erosion on the coast.

以下本考案の実施例を具体的に説明する。Examples of the present invention will be described in detail below.

消波体1はほぼ半球状の壁2と鉄壁につらなるほぼ円筒
状の壁3を具備し、コンクリートで形成している。
The wave absorber 1 includes a substantially hemispherical wall 2 and a substantially cylindrical wall 3 connected to an iron wall, and is made of concrete.

壁2は少なくともその一部が満潮時でもその海面4上に
存し、その壁まわりに通水孔5が穿設されると共に頂部
に人が通れる程度の孔6が穿設されている。
At least a part of the wall 2 remains above the sea surface 4 even at high tide, and a water hole 5 is bored around the wall, and a hole 6 large enough for a person to pass through is bored at the top.

壁3はその下端が海底面7に一部埋込まれ起立し、その
壁に干潮時でも海面8下に存する通水孔9が穿設されて
いる。
The lower end of the wall 3 is partially embedded in the seabed surface 7 and stands upright, and the wall is provided with a water hole 9 that remains below the sea surface 8 even at low tide.

消波体1の設置方法として、波の進行方向にほぼ゛直角
に1列に並べたり(第3図)、または2列以上に並べた
り(第4図)、あるいは環状に並べたりする(第5図)
The wave absorbers 1 can be installed in one row approximately perpendicular to the direction of wave propagation (Fig. 3), in two or more rows (Fig. 4), or in a ring (Fig. 4). Figure 5)
.

尚環状の場合にはその一部に入口10を形成して魚貝類
の養殖池として使用され、また消波体自体もその並べ方
に関係なく内部貝類の養殖に好適に使用され、この内部
への出入は孔6にはしご12をかけて行う。
In the case of an annular shape, an inlet 10 is formed in a part of it to be used as a fish and shellfish culture pond, and the wave dissipator itself is suitably used for cultivating shellfish inside regardless of how it is arranged. Access is done by hanging a ladder 12 over the hole 6.

消波体1にかかる波は壁2を越えて行き、一部は壁2の
孔5,6から内部に流れ込んで波の強さ又は勢いが減少
する。
The waves applied to the wave absorber 1 pass over the wall 2, and some of them flow into the interior through the holes 5 and 6 in the wall 2, reducing the strength or momentum of the waves.

壁2を越える波はその壁の半球体の形状のため滑かに流
れてその水勢が弱められ、また壁2からその内部に流れ
込む海水は壁2の半球体の性質からあらゆる方向に進み
互いにぶつかってその勢いが相殺される。
Due to the hemispherical shape of wall 2, waves that cross over wall 2 flow smoothly and their water force is weakened, and seawater flowing into wall 2 flows in all directions due to the hemispherical nature of wall 2, colliding with each other. The momentum is canceled out.

波が引くと消波体内の海水は孔9から流れ出て再び空間
が形成される。
When the waves recede, the seawater inside the wave dissipating body flows out of the hole 9 and a space is formed again.

このようにして消波体は押し寄せる波のエネルギーを充
分に減少して海岸の砂を沖へ持ち去らず砂浜の海喰を充
分に防止できる。
In this way, the wave-absorbing body can sufficiently reduce the energy of the incoming waves, and can sufficiently prevent sea erosion of the beach without carrying away the sand on the beach offshore.

また波から太き力を受けないので、倒れたり沈下したり
移動したりしない。
Also, since it does not receive significant force from waves, it will not fall over, sink, or move.

尚消波体の設置を強固にするためには、壁3の内部にフ
ランジ11を設けて該フランジを海底面に接地したり又
は砂やぐり石等を壁0内に充填するとよい。
In order to strengthen the installation of the wave absorbing body, it is preferable to provide a flange 11 inside the wall 3 and ground the flange to the seabed surface, or to fill the wall 0 with sand, stones, etc.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本考案の実施例を示し、第1図は斜面図、第2図
は断面図、第3〜5図は平面図である。 図中符号1は消波体、2は半球状の壁、3は円筒状の壁
、5と6と9は孔である。
The drawings show an embodiment of the present invention; FIG. 1 is a perspective view, FIG. 2 is a sectional view, and FIGS. 3 to 5 are plan views. In the figure, numeral 1 is a wave absorber, 2 is a hemispherical wall, 3 is a cylindrical wall, and 5, 6, and 9 are holes.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] はぼ半球状の壁はほぼ円筒状の壁につらなり、少なくと
もその一部が満潮でも海面上に存しその壁にある通水孔
を海水が通るようになっており、下部は海底面に起立さ
れその壁は干潮時でも通水できる通水孔を備える消波体
The hemispherical wall is connected to a nearly cylindrical wall, and at least part of it remains above the sea surface even at high tide, allowing seawater to pass through the water holes in the wall, while the lower part stands up on the ocean floor. The wall is a wave-dissipating body with water holes that allow water to pass through even at low tide.
JP18428979U 1979-12-29 1979-12-29 Wave dissipating body Expired JPS5934577Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18428979U JPS5934577Y2 (en) 1979-12-29 1979-12-29 Wave dissipating body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18428979U JPS5934577Y2 (en) 1979-12-29 1979-12-29 Wave dissipating body

Publications (2)

Publication Number Publication Date
JPS56105516U JPS56105516U (en) 1981-08-17
JPS5934577Y2 true JPS5934577Y2 (en) 1984-09-25

Family

ID=29694515

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18428979U Expired JPS5934577Y2 (en) 1979-12-29 1979-12-29 Wave dissipating body

Country Status (1)

Country Link
JP (1) JPS5934577Y2 (en)

Also Published As

Publication number Publication date
JPS56105516U (en) 1981-08-17

Similar Documents

Publication Publication Date Title
US8647014B2 (en) Buoy systems and methods for minimizing beach erosion and other applications for attenuating water surface activity
US4264233A (en) Fluid dynamic repeller for protecting coast from erosion
CN105714734B (en) A kind of floating breakwater
CN105756029B (en) A kind of ice resistant device suitable for polar region ice formation marine site ocean platform
CN203755233U (en) Flexible belt damping curtain floating plate combined type floating type breakwater
CN204040050U (en) Mixed type offshore wind power foundation structure
CN214993499U (en) Foldable floating breakwater
CN108397339A (en) A kind of breakwater being applicable in Muddy Bottoms marine site and floating type oscillating water column power generator
CN112628087A (en) Semi-submersible offshore wind turbine unit, foundation and heave plate
CN112942405A (en) Quickly-assembled and anti-scouring combined offshore wind power foundation and method
CN217782119U (en) Double-cone grid plate type offshore wind power floating foundation structure
JPS5934577Y2 (en) Wave dissipating body
KR20220148155A (en) Spiral Anchor Group Installation System
CN106368166A (en) Semi-submersible wave dissipation device and wave dissipation method
CN206204870U (en) A kind of semi-submersible type wave attenuating device
CN116104042A (en) Offshore photovoltaic wave dissipation dike and offshore photovoltaic system
JP2011196361A (en) Floating power-generating device
CN112854121A (en) Foldable floating breakwater
CN114892703A (en) Double-cone grid plate type offshore wind power floating foundation structure
CN113833032A (en) Offshore wind power composite anti-scouring device
JP3500321B2 (en) Ocean floating breakwater
JPS61211409A (en) Float wave dissipating device
CN106906786B (en) Semi-submersible permeable wave-dissipating device and wave-dissipating method
CN217918339U (en) Variable cross-section stand star type damping box
CN216920242U (en) Hemispherical floating wave absorber with wave absorbing performance