JPS5891208A - Floating breakwater - Google Patents

Floating breakwater

Info

Publication number
JPS5891208A
JPS5891208A JP56188090A JP18809081A JPS5891208A JP S5891208 A JPS5891208 A JP S5891208A JP 56188090 A JP56188090 A JP 56188090A JP 18809081 A JP18809081 A JP 18809081A JP S5891208 A JPS5891208 A JP S5891208A
Authority
JP
Japan
Prior art keywords
wave
floating
cylinders
cylindrical body
cylinder
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.)
Pending
Application number
JP56188090A
Other languages
Japanese (ja)
Inventor
Osamu Ueda
上田 収
Kenro Sakurai
桜井 建郎
Kenji Kikuzawa
菊沢 賢二
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.)
Asahi Kasei Corp
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry Co Ltd
Asahi Kasei Kogyo KK
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 Asahi Chemical Industry Co Ltd, Asahi Kasei Kogyo KK filed Critical Asahi Chemical Industry Co Ltd
Priority to JP56188090A priority Critical patent/JPS5891208A/en
Publication of JPS5891208A publication Critical patent/JPS5891208A/en
Pending legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters

Landscapes

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

Abstract

PURPOSE:To easily construct a floating breakwater of a simple structure having a high wave-breaking effect by a method in which plural floating cylinders are arranged in parallel at given intervals and integrally connected with one another by means of coupling bars or cables. CONSTITUTION:Cylinders 1 of a reinforced plastic material, etc., are arranged in at least two rows, preferably in three rows, and then fixed to one another by piercing connecting bars 2 through the centers of the cylinders. Also, the connecting bars 2 may be fixed at two upper and lower positions of the cylinders 1. Coupling cables, e.g., chain rope, etc., may be used in the place of the connecting bars of steel tube, reinforced plastics, etc.

Description

【発明の詳細な説明】 本発明は施工が容易で簡単な構造にして、かつ高い消波
効率を有する浮消波堤に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a floating wavebank that is easy to construct, has a simple structure, and has high wave-dissipating efficiency.

従来、水産施設、港湾施設などの防波設備として各種消
波構造物が設置され大きな効果を挙げている。こ−れら
消波構造物は潜堤、防波堤などのコンクリート酸、ある
いはテトラポットの如きコンクリ−ドブ騨ツクを用いる
のが一般的で消波効率も高くζ信頼性ある消波構造物と
して長年採用されてきた。そして、これらの消波構造物
は浅海域では低コストで施工できる。しかし、近年、浅
海域での水産施設あるいは港湾施設の設置のゆとりがな
くなり、深海域への移行を余儀なくされている。深海域
での消波構造物の設置は、前記従来方式ではコスト的に
莫大な費用を要するため、近゛年浮消**の一発が盛ん
に行なわれてきた。現在の浮消波機には一毅に施工性、
コスト、消波効率、耐久性、安全性などのすべてを満た
すものはなく。
Conventionally, various wave-dissipating structures have been installed as wave-break equipment at fisheries facilities, port facilities, etc., and have achieved great effects. These wave-dissipating structures generally use concrete materials such as submerged dikes and breakwaters, or concrete concrete slabs such as tetrapods, which have been used for many years as reliable wave-dissipating structures with high wave-dissipating efficiency. It has been adopted. These wave-dissipating structures can be constructed at low cost in shallow waters. However, in recent years, there has been no room for the installation of fishery facilities or port facilities in shallow waters, and they have been forced to move to deep waters. Installing wave-dissipating structures in deep sea areas requires a huge amount of cost using the conventional method, so in recent years, wave-dissipating structures have been frequently installed. Current floating wave machines have excellent workability,
There is no one that satisfies all of the requirements such as cost, wave dissipation efficiency, durability, and safety.

各社改譬に修めている。本発明者らも、先に筒体を利用
した浮消波堤な提案したが(特開昭!コー90/J7号
)、多くの面ですぐれた特長を示すものの消波効率の点
で今一つ満足できない状態にあり、実験を重ねてきた結
果、筒体を接触させて結合するよりも成る程度間して平
行に並べて連結するほうが消波効率が高く、筒体の使用
効率も高くなることを見出し、本発明をなすに至った。
Each company is practicing parables. The present inventors had also previously proposed a floating wavebank using a cylindrical body (Japanese Patent Application Laid-Open No. 2003-100010-90/J7), but although it has excellent features in many aspects, it is still lacking in terms of wave-dissipating efficiency. However, as a result of repeated experiments, we found that arranging the cylindrical bodies in parallel with a certain distance from each other has a higher wave-dissipating efficiency and a higher use efficiency of the cylindrical bodies, rather than connecting them in contact. This finding led to the present invention.

即ち、本発明は、所定の間隔を設けて平行に配列し連結
棒又は連結索を用いて一体に連結した豪数の筒体からな
る一体浮上構造物であることを特徴とする浮消波堤に関
するものである。
That is, the present invention provides an integrally floating structure comprising a large number of cylinders arranged in parallel at predetermined intervals and connected together using connecting rods or connecting cables. It is related to.

以下、本発明を更に詳細に説明する。本発明の浮消波堤
を構成する筒体は、鋼管、強化プラスチック、コンクリ
ート、あるいは各種金属等によって作られたもののいず
れでもよく、その材質は特に限定するものではないが、
施工性、耐久性、経済性等を考慮すれば強化プラスチッ
ク製のものが有利である。
The present invention will be explained in more detail below. The cylindrical body constituting the floating wavebank of the present invention may be made of steel pipes, reinforced plastics, concrete, or various metals, and the material thereof is not particularly limited;
In consideration of workability, durability, economy, etc., reinforced plastic materials are advantageous.

又、筒体の大きさは消波すべき波高、波長によって変わ
り、−概には決められないが、通常の水産施設あるいは
港湾設備に対する消波目的からすれば筒体直径はarm
〜3.Omが適当であり、通常l〜コ毒の直径のものが
よい。筒体直径をより小すくすれば入射波が筒体を越え
、あるいは入射波の筒体反射菌種が少なく、消波エネル
ギーが低くなり、十分な消波効率を得ることができない
。小径の筒体で満足し得る消波効率を得るには筒体を多
数平行に配列しなければならず、経済的でなく、かつ、
安全性に欠ける構造となる。一方、筒体の直径を余り大
きくすることは浮消波堤の海上での占有面積が拡がり、
又、係留面での安全性、消波効率、施工性に問題が生ず
るので適当でない。
In addition, the size of the cylinder varies depending on the wave height and wavelength to be dissipated, and although it cannot be determined generally, the diameter of the cylinder is arm
~3. Om is suitable, and usually one with a diameter of 1 to 10 mm is preferable. If the diameter of the cylindrical body is made smaller, the incident wave will exceed the cylindrical body, or the number of bacterial species that reflect the incident wave on the cylindrical body will be small, and the wave-dissipating energy will be low, making it impossible to obtain sufficient wave-dissipating efficiency. In order to obtain satisfactory wave extinction efficiency with a small-diameter cylinder, a large number of cylinders must be arranged in parallel, which is not economical, and
This results in an unsafe structure. On the other hand, increasing the diameter of the cylindrical body too much increases the area occupied by the floating breakwater at sea.
In addition, it is not suitable because it causes problems with safety, wave-dissipating efficiency, and workability on the mooring surface.

本発明で使用する筒体は、周壁面に多数の透孔部を設け
ることが望ましく、透孔部の面積は周壁面積比のQ71
以下とすることが好ましい。透孔部閾積比がa7jを超
えると入射波が筒体を抵抗なしに容易に通過して消波効
率を高めることができない。一方、筒体に適度な透孔部
を設けることは、該筒体に作用する波エネルギーの一部
を透孔部を通じて透過させ複数本の筒体で段階的に順次
消波が行なわれるとともに消波エネルギーによる衝撃も
段階的に発生し衝撃緩和が可能となり、係留索への過度
の張力緊張を防ぐうえで好ましい。又、透孔部を通過す
る入射波は狭い透孔部を通過することから、非透孔部と
の摩擦、位相あるいは反射作用により波エネルギーを減
衰させる働きをなす。
The cylindrical body used in the present invention is preferably provided with a large number of through holes on the peripheral wall surface, and the area of the through holes is Q71 of the peripheral wall area ratio.
The following is preferable. When the through-hole threshold area ratio exceeds a7j, the incident wave easily passes through the cylindrical body without resistance, making it impossible to increase the wave-dissipating efficiency. On the other hand, providing an appropriate through-hole in the cylindrical body allows a portion of the wave energy acting on the cylindrical body to be transmitted through the through-hole, and the waves are dissipated step by step in a plurality of cylindrical bodies. The impact caused by the wave energy also occurs in stages, making it possible to reduce the impact, which is preferable for preventing excessive tension on the mooring line. Furthermore, since the incident wave passing through the through-hole portion passes through the narrow through-hole portion, the wave energy is attenuated by friction, phase, or reflection with the non-through-hole portion.

即ち、筒体に適度な透孔部を設けることにより、消波効
率、係留の安全性等に好ましい効果を得ることができる
。筒体に透孔部を設ける方法は何ら限定するものではな
く、筒体本体の強度を大幅に低下させない大きさ、入射
波を容易に透過させない大きさ等を考慮すれば筒体の大
きさから自ずと1個所当りの面積は限定される。透孔部
の形状は丸形、だ円形、三角形、四辺形、その他の多角
形等何ら制限するものでなく、各筒体素材に適した形状
に加工すればよい。多数の透孔部を有する筒体の1例を
示せば、骨格が螺旋の組み合わせによって全体に斜の格
子模様を有する筒体構造であり、しかも、斜の格子模様
が回転方向を興にする螺旋よりなり、かつ、少なくとも
一方の回転方向においてコ乃至数個の位相を異にする複
数本の螺旋によって構成する強化プラスチック筒体成形
品が考えられる@筒体の形状は、断面が円形に限定され
るものではなく、だ円形、台形、三角形、四角形、その
他の多角形でもよい。
That is, by providing an appropriate through-hole in the cylinder, favorable effects on wave-dissipating efficiency, mooring safety, etc. can be obtained. The method of providing the through hole in the cylinder is not limited in any way, and it can be determined by the size of the cylinder, taking into account the size that does not significantly reduce the strength of the cylinder body, the size that does not allow incident waves to pass through easily, etc. Naturally, the area per location is limited. The shape of the through hole is not limited to round, oval, triangular, quadrilateral, or other polygons, and may be processed into a shape suitable for each cylinder material. An example of a cylindrical body having a large number of perforations is a cylindrical body structure in which the skeleton has a diagonal lattice pattern on the whole due to a combination of spirals, and the diagonal lattice pattern is a spiral that changes the direction of rotation. A reinforced plastic cylindrical molded product can be considered, which is composed of a plurality of spirals, and has a phase difference in at least one direction of rotation.@The shape of the cylinder is limited to a circular cross section. It can be oval, trapezoid, triangle, quadrilateral, or any other polygon.

次に、本発明における浮消波堤は、前記筒体を適宜間隔
を設は数本平行に配列して連結棒等により連結し、ト体
構造物とすることが重要であり、本発明では筒体間隔■
を筒体の直径0の号〜3%倍の空間を設は配置する。筒
体な3列以上配列する場合、筒体間隔は必ずしも等間隔
とする必要はない。又、筒体は少なくともλ列、好まし
くは3列以上平行に配列し、それぞれの筒体は連結棒等
により一体的に連結する。第1図は本発明の浮消波堤の
1例を示す斜視図であり、筒体間隔υを筒体lの直径0
と等しくした例であり、3列の筒体で構成されている。
Next, in the floating wavebank of the present invention, it is important to arrange several cylinders in parallel at appropriate intervals and connect them with connecting rods, etc., to form a two-body structure. Cylindrical body spacing■
Set up a space that is 0 to 3% times the diameter of the cylinder. When arranging three or more rows of cylindrical bodies, the intervals between the cylindrical bodies do not necessarily have to be equal. Further, the cylindrical bodies are arranged in parallel in at least λ rows, preferably three or more rows, and the respective cylindrical bodies are integrally connected by a connecting rod or the like. FIG. 1 is a perspective view showing an example of the floating wavebank of the present invention, in which the cylindrical interval υ is set to 0, the diameter of the cylindrical body l.
This is an example in which the cylinders are made equal to each other, and is composed of three rows of cylinders.

この3列の筒体を一体化する連結棒コは筒体の中央を貫
通している。連結棒コは各筒体相互を完全に固定させ、
該固定部が波浪に対し十分耐えうるちのとする。
A connecting rod that integrates these three rows of cylinders passes through the center of the cylinders. The connecting rod completely fixes each cylinder to each other,
The fixed part shall be able to withstand waves sufficiently.

本発明において、連結棒コは適当な間隔を設けてできる
限り多くの本数用いるごとが波浪などの外力により連結
棒に加わる力が分散されるので好ましい。
In the present invention, it is preferable to use as many connecting rods as possible with appropriate spacing because the force applied to the connecting rods by external forces such as waves is dispersed.

第2図は、第1図同様3列で筒体間隔を筒体lの直径の
1倍(L、、D )の間隔を設けた例であり、連結棒2
を筒体lの上下−個所で固定した浮消波堤で、連結棒λ
は第1図と同様できる限り多く用いることが望ましい。
FIG. 2 shows an example in which the cylinders are arranged in three rows as in FIG.
is a floating wave bank fixed at the top and bottom of the cylinder l, and the connecting rod λ
As in FIG. 1, it is desirable to use as many as possible.

本発明において、連結棒等としては強化プラスチック律
、鋼管等の連結棒が適当であるが、チェーン、ロープ等
の連結索を用いて各筒体間を所要間隔に設けて連結し、
浮消波堤に漂流力が作用した場合、筒体が平行に配列す
るごとくなした構造としてもよく、あるいは前記連結棒
と連結索を併用してもよい。要は筒体を適当な間隔を設
けて連結し、その連結が容易で十分な強度を有し、更に
波浪等に対し十分耐えうるちのである必要がある。
In the present invention, connecting rods made of reinforced plastics, steel pipes, etc. are suitable as the connecting rods, but connecting rods such as chains and ropes are used to connect each cylinder at required intervals,
When a drifting force acts on the floating wave bank, the structure may be such that the cylinders are arranged in parallel, or the connecting rod and the connecting cable may be used together. In short, the cylindrical bodies must be connected at appropriate intervals, and the connection must be easy, have sufficient strength, and be able to withstand waves and the like.

このような複数の筒体を一体化した構造物に浮子を取付
は浮消波堤の浮体とする。浮子は筒体の内側及び/又は
外側に複数個取付は浮消波堤が全体に安定した浮力を有
する状態に取付ける必要がある。本発明において浮子の
種類、浮子の取付方法等は何ら制限するものでない。
A float is attached to a structure that integrates a plurality of such cylindrical bodies to form a floating body of a floating breakwater. When a plurality of floats are attached to the inside and/or outside of the cylindrical body, it is necessary to install them so that the floating wave bank has stable buoyancy as a whole. In the present invention, the type of float, the method of attaching the float, etc. are not limited at all.

以上述べたごとく・本発明に係る浮消波堤は、間隔を設
は平行に配列した数列の筒体を連結棒又は連結索等によ
り連結一体化するのみで極めて簡単な構造であり、浮消
波堤として頗る良好な消波効率を示し、その実用効果は
大である〇以下に実施例を示す。
As stated above, the floating wavebank according to the present invention has an extremely simple structure, consisting of several rows of cylinders arranged parallel to each other at intervals and connected together using connecting rods or connecting cables. It shows excellent wave-dissipating efficiency as a wave levee, and its practical effects are great.Examples are shown below.

実施例1 フィラメントワインディング成形機を用いて不飽和ポリ
エステル樹脂を含浸したガラス繊維ロービングを直径I
O3儂の円形マンドレルにIJJ mの幅でヘリカル巻
きに巻きつけ筒体を成形した。ヘリカル響きはIO往復
で元の位置に戻るよう位相をずらせるもので巻角度をj
?とじた。得られた筒体は筒体肩壁部に多数の菱形の透
孔部を有する縮尺朧の水理実験用筒体であり、筒体表面
積に対する透孔部の面積比はO,IJJであった。該強
化プラスチック製筒体を第一図に示すごとく3重子行に
配列し、強化プラスチック極の連結棒を筒体の上下に配
し連結棒と各筒体を不飽和ポリエステル樹脂を含浸した
ガラスm雑ロービングにより巻きつけ。
Example 1 A glass fiber roving impregnated with an unsaturated polyester resin was made using a filament winding machine to a diameter of I.
The material was wound helically around an O3 circular mandrel with a width of IJJ m to form a cylinder. Helical reverberations shift the phase so that it returns to its original position during IO reciprocation, and the winding angle is
? Closed. The obtained cylinder was a cylinder for hydraulic experiments with a vague scale and had a large number of diamond-shaped through holes in the shoulder wall of the cylinder, and the area ratio of the through holes to the surface area of the cylinder was O, IJJ. . The reinforced plastic cylinders were arranged in triple rows as shown in Figure 1, connecting rods of reinforced plastic poles were arranged above and below the cylinders, and the connecting rods and each cylinder were made of glass m impregnated with unsaturated polyester resin. Wrap with coarse roving.

該樹脂を硬化させ一体構造物となした。この際、筒体間
隔(ト)をL=0.L=/D、L=−2D、L=JD、
L=IIDの5種類を作成した(但し、Dは筒体の直径
(lα31)である。)。
The resin was cured to form an integral structure. At this time, the cylindrical body spacing (g) is set to L=0. L=/D, L=-2D, L=JD,
Five types were created where L=IID (where D is the diameter of the cylinder (lα31)).

該構造物の各筒体両端に発泡材を強化プラスチックで被
覆し、これを筒体に固定し、吃水線が筒体の半分の位置
にくるように浮力をもたせ浮消波堤の浮体とした0この
模型を用いて水理実験を行なった結果を第Jv!Jに示
す。その結果、筒体間隔υをL=/D〜3Dとした場合
、すぐれた消波効率を示すものの、L=0.L=lDに
おいては消波効率(透過波高/入射波高、HT/H1)
を03以下にすることは困雌であった。
Both ends of each cylindrical body of the structure were covered with reinforced plastic, and this was fixed to the cylindrical body to give it buoyancy so that the water line was located halfway around the cylindrical body, creating a floating body of a floating breakwater. 0The results of hydraulic experiments using this model are shown in the Jv.! Shown in J. As a result, when the cylinder spacing υ was set to L=/D to 3D, excellent wave-dissipating efficiency was shown, but when L=0. At L=lD, wave extinction efficiency (transmitted wave height/incident wave height, HT/H1)
It would have been a shame to reduce the value to below 03.

実施例コ 直径161 fi、7j!r % 、/、173 ?F
L、長さ各7乳の筒体を各3組強化プラスチックで成形
した。1tjrrL。
Example diameter 161 fi, 7j! r %, /, 173? F
Three sets of cylindrical bodies each having a length of 7 mm were molded from reinforced plastic. 1tjrrL.

ijj wL、 /lj rnの3本の筒体を継ぎ化7
0C11テ嵌挿固定し、/96気の長尺筒体3本を得た
。該筒体は斜格子の骨格により形成され周壁面は菱形の
透孔部が全面あり、筒体表面積に対する透孔部の面積比
は0ダであった。この長尺筒体を3重子行に配列し、第
参図に示すごとく連結棒コを3本の筒体lの中心に貫通
させ、又、それぞれの筒体に該連結棒を不飽和ポリエス
テル樹脂を含浸したガラス繊維ロービングで春付け、該
樹脂を硬化させて両者をIf@した。このとき筒体間隔
をkItwL−17mとした(筒体中心での筒体間隔は
3./jWL)。又、連結棒にはお1角の強化プラスチ
ック成形棒を用いた。
ijj wL, /lj rn three cylinders are joined 7
0C11 was inserted and fixed to obtain three long cylindrical bodies of /96 mm. The cylindrical body was formed by a skeleton of an oblique lattice, and the peripheral wall surface had diamond-shaped through holes all over, and the area ratio of the through holes to the surface area of the cylindrical body was 0 Da. These long cylinders are arranged in triple rows, and a connecting rod is passed through the center of the three cylinders as shown in Figure 1, and the connecting rod is inserted into each cylinder using unsaturated polyester resin. The resin was then cured and both were attached with a glass fiber roving impregnated with If@. At this time, the interval between the cylinders was set to kItwL-17 m (the interval between the cylinders at the center of the cylinders was 3./jWL). In addition, a square reinforced plastic molded rod was used as the connecting rod.

連結棒には中抜きのIIocvtφの浮子3が筒体内に
各コ個取付は固定される。連結棒は筒体の長さ方向にほ
ぼ等間隔に2参本取付けた。このようにして得られた浮
消波堤本体をロープ及びチェーンからなる係留索を用い
て水深4!乳の水面に浮かベフィールド実験として3力
月間にわたって入射波高と透過波高を測定した。その結
果を第5図に示す。第5図は横軸に浮消波堤に対して直
角に当る風向を06とし、測定時の風向きと消波効率を
調査した結果を示す。その結果、浮消波堤に対して直角
に当る風向に対してはすぐれた消波効果を示すとともに
、風向きが変っても堤の幅を大きくすることにより消波
効率を十分高め得るものと推察される。
Hollowed IIocvtφ floats 3 are each mounted and fixed in the cylinder on the connecting rod. Two connecting rods were attached at approximately equal intervals along the length of the cylinder. The floating breakwater body thus obtained was moved to a depth of 4 by using a mooring line consisting of ropes and chains. The incident wave height and the transmitted wave height were measured over a three-month period as a floating field experiment on the water surface of milk. The results are shown in FIG. Figure 5 shows the wind direction perpendicular to the floating wave bank on the horizontal axis as 06, and the results of investigating the wind direction and wave dissipation efficiency at the time of measurement. As a result, it shows excellent wave-dissipating effects when the wind direction is perpendicular to the floating wave levee, and it is inferred that even if the wind direction changes, the wave-dissipating efficiency can be sufficiently increased by increasing the width of the levee. be done.

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

第1v!JSII!λ図は本発明に係る浮消波堤の例を
示す斜視図、第3図は本発明の浮消波堤を用いた水理実
験結果による消波効率を示すグラフである。 第7図は実施例−による浮消波堤の側面II!@図、第
5図は第1図の浮消波堤を用いたときの消波効率を示す
グラフである。 l・・・筒体 2・・一連結棒 3・・・浮子 特許出願人 旭化成工業株式会社 代理人弁珊士 鳳 ・  舒     透第1日 才3図
1st v! JSII! The λ diagram is a perspective view showing an example of a floating wave dyke according to the present invention, and FIG. 3 is a graph showing wave dissipation efficiency based on the results of a hydraulic experiment using the floating wave dyke of the present invention. Figure 7 shows the side view of the floating wavebank according to the embodiment II! Figure 5 is a graph showing the wave dissipation efficiency when the floating wavebank shown in Figure 1 is used. l...Cylinder body 2...Series connecting rod 3...Float Patent applicant Asahi Kasei Industries Co., Ltd. Agent Attorney Feng Feng / Shu Tong 1st day Said 3

Claims (1)

【特許請求の範囲】 (1)、所定の間隔を設けて平管に配列し連結棒又は連
結索を用いて一体に連結した複数の筒体からなる一体浮
上構造物であることを特徴とする浮消波1O (2)、筒体が多数の透孔を有する周壁からなる特許請
求の範囲第1項記戦の浮消波堤。 (3)、筒体本数が3本又はそれ以上である特許請求の
範囲第1項記載の浮消波堤。 (4)、筒体が強化プラスチックにより形成される特許
請求の範囲第7項記載の浮消波機。 (6)、連、線棒が筒体のほぼ中心を貫通して複数本設
けられる特許請求の範囲第1項記載の浮消波堤。 (6)、連結棒が、筒体の上面及び下面にそれぞれ接触
結合して複数本ずつ設けられる特許請求の範囲第1項記
載の浮消波機。
[Claims] (1) An integrally floating structure consisting of a plurality of cylinders arranged in a flat tube at predetermined intervals and connected together using connecting rods or connecting cables. Floating wave 1O (2) A floating wave bank according to claim 1, wherein the cylindrical body has a peripheral wall having a large number of through holes. (3) The floating wavebank according to claim 1, wherein the number of cylinders is three or more. (4) The floating wave machine according to claim 7, wherein the cylindrical body is made of reinforced plastic. (6) The floating wavebank according to claim 1, wherein a plurality of wire rods are provided passing through substantially the center of the cylindrical body. (6) The floating wave machine according to claim 1, wherein a plurality of connecting rods are provided in contact with and connected to the upper and lower surfaces of the cylindrical body, respectively.
JP56188090A 1981-11-24 1981-11-24 Floating breakwater Pending JPS5891208A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56188090A JPS5891208A (en) 1981-11-24 1981-11-24 Floating breakwater

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56188090A JPS5891208A (en) 1981-11-24 1981-11-24 Floating breakwater

Publications (1)

Publication Number Publication Date
JPS5891208A true JPS5891208A (en) 1983-05-31

Family

ID=16217523

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56188090A Pending JPS5891208A (en) 1981-11-24 1981-11-24 Floating breakwater

Country Status (1)

Country Link
JP (1) JPS5891208A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4776724A (en) * 1986-05-05 1988-10-11 Nippon Kokan Kabushiki Kaisha Floating wave dissipation structure
US4877349A (en) * 1988-05-27 1989-10-31 Erosion Protection Devices, Incorporated Wave abatement device
US5074707A (en) * 1988-05-27 1991-12-24 Greene Richard M Wave abatement device
JP5563172B1 (en) * 2014-01-17 2014-07-30 ナカダ産業株式会社 Wave relaxation device and wave relaxation method
JP2015214861A (en) * 2014-05-13 2015-12-03 嘉義 辻本 Tsunami countermeasure floating island
CN113089570A (en) * 2021-03-23 2021-07-09 格尔木藏格锂业有限公司 Protection device and protection method for salt field dam by using waste PE pipeline

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4776724A (en) * 1986-05-05 1988-10-11 Nippon Kokan Kabushiki Kaisha Floating wave dissipation structure
US4877349A (en) * 1988-05-27 1989-10-31 Erosion Protection Devices, Incorporated Wave abatement device
US5074707A (en) * 1988-05-27 1991-12-24 Greene Richard M Wave abatement device
JP5563172B1 (en) * 2014-01-17 2014-07-30 ナカダ産業株式会社 Wave relaxation device and wave relaxation method
JP2015214861A (en) * 2014-05-13 2015-12-03 嘉義 辻本 Tsunami countermeasure floating island
CN113089570A (en) * 2021-03-23 2021-07-09 格尔木藏格锂业有限公司 Protection device and protection method for salt field dam by using waste PE pipeline

Similar Documents

Publication Publication Date Title
US3380253A (en) Apparatus for controlling erosion
US3295489A (en) Plastic compound catenary for anchorage and pipeline and/or cable support in any sea zone and depth
CN111232140A (en) Floating offshore wind power foundation structure with additional net cage
CA2912039A1 (en) Aquaculture system with rigid structure
US8790039B2 (en) Modular floating structures with anti pollution barrier
AU2020329062B2 (en) Coupling device for use in a mooring system for floating structures
US5975796A (en) Vertical flow diversion mat system
JPS61211409A (en) Float wave dissipating device
KR101122544B1 (en) Breakwater for removing wave and construction method for the same
KR100441614B1 (en) artificial floated fish-breeding ground
KR20200017997A (en) Multifunctional Fiber Gabion
JP3937818B2 (en) Artificial seaweed structure
CN2495101Y (en) Net cage connecting to bottom of pond (or lake)
KR100281366B1 (en) Cage farming net structure
CN109440722A (en) A kind of tension leg anchor system can descend submerged floating shielding and breakwater
JP6692879B2 (en) Water flow attenuation network and wave breaker using the same
KR101082410B1 (en) Unit Module of Marine Structure for Forming Artificial Fishing Reef and Weakening Wavers
JP3220872B2 (en) Forming material for twisted structures
CN214588089U (en) Cable structure for underwater equipment
KR200275040Y1 (en) artificial floated fish-breeding ground
JPH084867Y2 (en) Floating and sinking type cage
JPS5941367B2 (en) bellows fishing net
NL1006976C2 (en) Device sunk in waterway to inhibit turbulence
JPH0342102Y2 (en)
KR800001416Y1 (en) Floating apparatus for a breakwater