JPH0730535B2 - Artificial reef and its installation method - Google Patents
Artificial reef and its installation methodInfo
- Publication number
- JPH0730535B2 JPH0730535B2 JP60280790A JP28079085A JPH0730535B2 JP H0730535 B2 JPH0730535 B2 JP H0730535B2 JP 60280790 A JP60280790 A JP 60280790A JP 28079085 A JP28079085 A JP 28079085A JP H0730535 B2 JPH0730535 B2 JP H0730535B2
- Authority
- JP
- Japan
- Prior art keywords
- bag body
- artificial reef
- bag
- seawater
- wave
- 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
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Description
【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、沿岸近くで波の伝搬や海底等の砂の移動を
制御する人工礁に関する。The present invention relates to an artificial reef that controls the propagation of waves near the coast and the movement of sand such as the sea floor.
従来、沿岸近くの波や砂を制御する離岸堤としては、消
波ブロックを海中に積み上げる方式が一般的である。Conventionally, as a breakwater for controlling waves and sand near the coast, a method of stacking wave-dissipating blocks in the sea is generally used.
ところで上記方式によるときは、多量のブロックの現場
への輸送及び構築場所の海底の基礎施工等のため工期が
長く、建設費が高くなる。特に水深が深い場合は使用材
料等が増加し、コストアップする。しかも、構築後も洗
堀や沈下に対する継続的な補修が必要であるため多くの
ランニングコストがかかる。さらに、堆砂効果等がない
場合や老朽化した場合の堤体の移動,撤去に多くのコス
トと時間がかかる。By the way, when the above method is used, the construction period is long and the construction cost is high due to the transportation of a large amount of blocks to the site and the foundation construction of the seabed at the construction site. Especially when the water depth is deep, the materials used and the like increase and the cost increases. In addition, it requires a lot of running costs because it requires continuous repairs against scouring and subsidence even after construction. In addition, it takes a lot of cost and time to move and remove the levee body when there is no sedimentation effect or when it deteriorates.
また、ブロックを積み上げているので離岸堤表面には、
無数の凹凸やすき間があり危険なため離岸堤自体をスペ
ースとして利用することはできない。一方、離岸堤近傍
域も流れが速く波が破波しブロックに打ち上げられる危
険性があるため、海洋性スポーツやレクリエーションの
海域として有効利用することができなかった。Also, because blocks are piled up, the surface of the breakwater is
It is not possible to use the breakwater itself as a space because it is dangerous because there are numerous irregularities and gaps. On the other hand, the area near the breakwater is also not able to be effectively used as a sea area for marine sports and recreation because the flow is fast and there is a danger of waves breaking and launching into blocks.
そのためかねてより上記問題点を解消する離岸堤や潜堤
のような人工礁が切望されていた。For this reason, there has been a long-felt need for artificial reefs such as breakwaters and submerged dikes that solve the above problems.
本発明は上記要望に応えるためなされたものである。The present invention has been made to meet the above demand.
この発明に係る人工礁は、可撓性膜からなる袋体が海水
などの流動体が注入充填された状態で固定用治具により
海底に固定された構成としたものである。The artificial reef according to the present invention has a structure in which a bag made of a flexible film is fixed to the seabed by a fixing jig while being filled with a fluid such as seawater.
以下、この発明に係る人工礁A及びその取付施工方法の
実施例を第1図ないし第8図に基づいて説明する。An embodiment of the artificial reef A and its mounting construction method according to the present invention will be described below with reference to FIGS. 1 to 8.
図中符号1は、袋体である。袋体1は塩化ビニールシー
トのような可撓性の膜材からなり、上面が側面視略円弧
状の凸曲面とされて、かつその高さが平面視したときの
直径方向の寸法よりも小とされた偏平凸曲面状の頭部2
と、底壁3とからなっている。底壁3の外周には鍔部4
が設けられており、この鍔部4には、ボルトを挿通する
ためのボルト挿通孔5が設けられている。また、凸曲面
状の袋体1の高さは水深と略同一に形成されている。Reference numeral 1 in the figure is a bag. The bag body 1 is made of a flexible film material such as a vinyl chloride sheet, has an upper surface that is a convex curved surface having a substantially arcuate shape, and its height is smaller than the dimension in the diameter direction when viewed in plan. Flat convex curved head 2
And the bottom wall 3. A collar 4 is provided on the outer periphery of the bottom wall 3.
The flange 4 is provided with a bolt insertion hole 5 for inserting a bolt. The height of the convex curved bag 1 is formed to be substantially the same as the water depth.
また、上記袋体1を取付け、海底面6に固定する固定用
治具7はスチール,合成樹脂性などで治具ユニット7aを
組み立ててリング状に形成されている(第3図)。そし
て、その外周及び幅は前記袋体1の鍔部4と略同一に形
成されている。また、この固定用治具7にはアンカーボ
ルト8を挿通する複数のボルト孔9が設けられている。Further, the fixing jig 7 for attaching the bag body 1 and fixing it to the sea bottom 6 is formed in a ring shape by assembling the jig unit 7a made of steel or synthetic resin (FIG. 3). The outer circumference and the width thereof are substantially the same as those of the collar portion 4 of the bag body 1. Further, the fixing jig 7 is provided with a plurality of bolt holes 9 through which the anchor bolts 8 are inserted.
次に、前記袋体1を海底面6に取付ける施工方法につい
て説明する。Next, a construction method for attaching the bag 1 to the sea bottom 6 will be described.
まず、固定用治具7を、ボルト挿通孔9に挿通された複
数のアンカーボルト8により海底面6に固定する(第5
図)。この場合アンカーボルト8の長さ,埋込み部の形
状並びに本数は、人工礁の構築場所の海底地盤や波,潮
流等作用外力の大きさに応じて人工礁Aを確実に固定で
きるものを選定する必要がある。First, the fixing jig 7 is fixed to the sea bottom surface 6 by a plurality of anchor bolts 8 inserted into the bolt insertion holes 9 (fifth aspect).
Figure). In this case, the anchor bolt 8 is selected such that the length, the shape and the number of embedded portions of the anchor bolt 8 can surely fix the artificial reef A according to the magnitude of the external force acting on the seabed, waves, or tidal current at the construction site of the artificial reef. There is a need.
次いで、袋体1を固定用治具7上に広げ、固定用治具7
に設けられたボルト10を鍔部4のボルト挿通孔5に挿通
し、ナット止めして固定する(第6図)。Next, the bag body 1 is spread on the fixing jig 7, and the fixing jig 7
The bolt 10 provided on the flange is inserted into the bolt insertion hole 5 of the collar 4 and fixed with a nut (Fig. 6).
次いで、固定用治具7に固定された袋体1内に、この袋
体1に設けられた注水口11から海水13を圧入充填し、海
水13により袋体1内に内圧がかかった状態に保つ(第7
図)。Next, seawater 13 is press-fitted into the bag body 1 fixed to the fixing jig 7 through the water injection port 11 provided in the bag body 1 so that internal pressure is applied to the bag body 1 by the seawater 13. Keep (7th
Figure).
上述のような施工方法により複数の人工礁Aを汀線12か
ら一定の距離で汀線12とほぼ平行に構築する(第8
図)。By the construction method as described above, a plurality of artificial reefs A are constructed at a constant distance from the shoreline 12 and substantially parallel to the shoreline 12 (eighth embodiment).
Figure).
このように施工した人工礁Aによれば、この人工礁Aに
波が入射されると、その内部に海水13が充填されて可撓
性を有する袋体1が、その体積が変わることなく変形す
ることによって運動し、この運動により袋体1の周辺に
ラディエーション・ウェーブと称する波を発生させる。
この波と、前記入射波により生じる散乱波(透過波と反
射波)とが干渉することにより、人工礁A周辺を透過す
る波を消波する。According to the artificial reef A constructed in this way, when a wave is incident on the artificial reef A, the flexible bag body 1 filled with seawater 13 inside is deformed without changing its volume. As a result, a wave called a radiation wave is generated around the bag body 1 by this movement.
By interfering with this wave and the scattered wave (transmitted wave and reflected wave) generated by the incident wave, the wave transmitted around the artificial reef A is extinguished.
このとき、袋体1内に海水13を充填する構造としたが、
例えばこの袋体1内に空気等の気体を充填する場合と比
較すると、袋体1全体(袋体1+海水13)の質量が著し
く大きくなる(約1000倍)。これにより、前記したよう
に、袋体1の運動により消波作用をなすようになってい
る人工礁Aにおいて、袋体1の運動による周辺の海水に
作用する力(「作用力」=「質量」×「加速度」)が圧
倒的に大きくなり、袋体の運動に伴ってラディエーショ
ン・ウェーブを容易かつ効率よく発生させることがで
き、これにより、この波の干渉作用を利用する人工礁の
消波効率を高めることができる。At this time, the bag 1 is filled with seawater 13,
For example, the mass of the bag body 1 as a whole (bag body 1 + seawater 13) is significantly increased (about 1000 times) as compared with the case of filling the bag body 1 with a gas such as air. As a result, as described above, in the artificial reef A that is designed to perform the wave-dissipating action by the movement of the bag body 1, the force acting on the surrounding seawater by the movement of the bag body 1 (“action force” = “mass”). ”ד acceleration ”) is overwhelmingly large, and it is possible to easily and efficiently generate a radiation wave along with the movement of the bag body. This makes it possible to eliminate the artificial reef using the interference effect of this wave. The wave efficiency can be increased.
また、袋体1に空気を充填したときには、これを海底面
6に設置した状態では袋体1に大きな浮力(上向きの
力)が作用して、波が入射したときに水平方向に運動し
にくいという問題がある。この問題は、内圧は高ければ
高いほど顕著なものとなる。逆に内圧が低くなると、波
の力により気体が圧縮されて袋体1の体積が縮小してし
まいラディエーション・ウェーブを発生させる機能が低
くなってしまう。Further, when the bag body 1 is filled with air, a large buoyancy (upward force) acts on the bag body 1 when the bag body 1 is installed on the sea bottom 6, and it is difficult for the bag body 1 to move horizontally when a wave is incident. There is a problem. This problem becomes more remarkable as the internal pressure increases. On the contrary, when the internal pressure becomes low, the gas is compressed by the wave force and the volume of the bag body 1 is reduced, so that the function of generating the radiation wave becomes low.
これに対し、上記実施例の人工礁及びその取付方法によ
ると、袋体1には海水13が圧入充填されて内圧がかけら
れているので、袋体1内の海水13が周囲の水圧によって
圧縮されることもない。したがって、袋体1に空気を充
填した場合はもちろんのこと、海水等を圧入せずに単に
充填した場合に比較して、入射した波に対する応答性に
優れ、ラディエーション・ウェーブを効率良く発生させ
て、人工礁A周辺を通過する波を消波することができ
る。袋体1が可撓性膜でできているため、折畳んだ状態
で簡単に輸送することができ輸送費が安価となる。ま
た、取付固定する場合も、特に地ならしやマウンド構築
などの基礎施工をすることなく、固定用治具7をアンカ
ーボルト8で固定するだけでよく、袋体1に海水を注入
充填するだけでよいので工期がきわめて短期間ですむと
ともに材料費も安く、水深の深い場所でも使用材料はわ
ずかに増加するだけですみ、コストが著しく安くなる。On the other hand, according to the artificial reef and the method of mounting the artificial reef of the above-described embodiment, since the bag body 1 is press-filled with the seawater 13 and the internal pressure is applied, the seawater 13 in the bag body 1 is compressed by the surrounding water pressure. It will not be done. Therefore, compared with the case where the bag body 1 is filled with air, as well as when the bag body 1 is simply filled without press-fitting, the responsiveness to the incident wave is excellent and the radiation wave is efficiently generated. Thus, the waves passing around the artificial reef A can be canceled. Since the bag body 1 is made of a flexible film, it can be easily transported in a folded state, and the transportation cost is low. Further, also in the case of mounting and fixing, it is sufficient to fix the fixing jig 7 with the anchor bolts 8 without particularly performing the basic construction such as earthmoving and mound construction, and the bag body 1 may be filled with seawater. Therefore, the construction period is extremely short, the material cost is low, and the material used is only slightly increased even in the deep water, so the cost is remarkably reduced.
また、形状が、上面が側面視略円弧状の凸曲面とされ
て、かつその高さが平面視したときの径方向寸法よりも
小とされた偏平凸曲面状をなしているので、洗掘がな
く、継続的な補修も少なくてすむ。In addition, the shape is a flat convex curved surface whose upper surface is a convex curved surface with a substantially arcuate shape in side view and whose height is smaller than the radial dimension when viewed in plan. No need for continuous repairs.
また、袋体1は可撓性膜で形成され、滑らかな曲面体を
なしているので、人工礁近傍も危険性がなく海洋レジャ
ー等に広く利用できるので、海底の有効利用が図れる。Further, since the bag body 1 is formed of a flexible film and has a smooth curved body, there is no danger in the vicinity of the artificial reef and it can be widely used for marine leisure and the like, so that the sea floor can be effectively used.
また、人工礁を移動させる場合も、海水13を排出し、ア
ンカーボルトなどの固定装置をはずすだけで簡単に移
動,撤去ができ、また、袋体1内に空気を注入し、浮か
せて移動させることもでき便利である。Also, when moving the artificial reef, it can be easily moved and removed by discharging the seawater 13 and removing the fixing device such as anchor bolts, and injecting air into the bag 1 to move it floating. It is also convenient.
なお、袋体1の材料としては塩化ビニールに限られるも
のではなく、ポリエチレンなどの合成樹脂製のもの、ゴ
ム引き布などでもよい。The material of the bag body 1 is not limited to vinyl chloride, but may be synthetic resin such as polyethylene or rubberized cloth.
また、袋体はリング状の固定用治具7を用いないで、補
強された袋体の鍔部4から直接アンカーボルト8により
海底6に固定してもよい。Further, the bag body may be fixed to the seabed 6 directly by the anchor bolt 8 from the collar portion 4 of the reinforced bag body without using the ring-shaped fixing jig 7.
また、袋体1の形状は平面視して円形のものに限られ
ず、第9図及び第10図にそれぞれ示すように平面視して
楕円形状(B),長円形状(C)のものでもよい。ま
た、とくに底壁3を設けず球体状の袋体を使用し、固定
用治具7の取付ける際に上部側を海水充填部とし、その
他の部分は固定用治具7のリング内に畳まれた状態にし
てもよい。Further, the shape of the bag body 1 is not limited to a circular shape in plan view, and may be an elliptical shape (B) or an oval shape (C) in plan view as shown in FIGS. 9 and 10, respectively. Good. In addition, a spherical bag is used without providing the bottom wall 3, and when the fixing jig 7 is attached, the upper side is the seawater filling portion, and the other portions are folded in the ring of the fixing jig 7. It may be in a closed state.
また、流動体としては海水のみならず、例えば砂泥水の
ような海水より比重が大きくなるようなものを混合また
は充填し、人工礁の安定性を増すようにすることもでき
る。Further, as the fluid, not only seawater but also one having a larger specific gravity than seawater such as sand and mud can be mixed or filled to increase the stability of the artificial reef.
また、人工礁の海底面からの高さ,幅,形状及び間隔等
はその構築場所の波の波長,潮流などを考慮して、波や
漂砂の制御などその目的に合わせて設定することができ
る。Also, the height, width, shape, interval, etc. of the artificial reef from the sea bottom can be set in accordance with the purpose such as control of waves and drift sand in consideration of the wave wavelength and tidal current of the construction site. .
以上説明したように、この発明に係る人工礁は、袋体内
に海水等の液状の流動体を充填した構造とされている。
これにより、人工礁に波が入射されると、その内部に流
動体が充填されて可撓性を有する袋体が、その体積が変
わることなく変形することによって運動し、この運動に
より袋体の周辺にラディエーション・ウェーブを発生さ
せて、波を消波することができる。As described above, the artificial reef according to the present invention has a structure in which the liquid body such as seawater is filled in the bag body.
As a result, when a wave is incident on the artificial reef, the flexible bag body is filled with fluid inside and deforms without changing its volume, and this movement causes the bag body to move. Radiation waves can be generated in the vicinity to cancel the waves.
このとき、例えばこの袋体内に空気等の気体を充填する
場合と比較すると、袋体全体の質量が著しく大きく、袋
体の運動による周辺の海水に作用する力が圧倒的に大き
くなり、また、浮力によってその運動が妨げられること
もないので、ラディエーション・ウェーブを容易かつ効
率よく発生させることができ、人工礁の消波効率を高め
ることができる。At this time, for example, compared with the case of filling the bag body with gas such as air, the mass of the entire bag body is remarkably large, and the force acting on the surrounding seawater due to the movement of the bag body becomes overwhelmingly large. Since its movement is not hindered by buoyancy, it is possible to easily and efficiently generate a radiation wave and enhance the wave-elimination efficiency of the artificial reef.
また、袋体には海水等の流動体が圧入充填されて内圧が
かけられているので、袋体内の流動体が周囲の水圧によ
って圧縮されることもない。したがって、袋体に空気を
充填した場合はもちろんのこと、流動体を圧入せずに単
に充填した場合に比較しても、入射した波に対する応答
性に優れ、ラディエーション・ウェーブを効率良く発生
させて、波を消波することができる。Further, since fluid such as seawater is press-fitted and filled into the bag to apply an internal pressure, the fluid in the bag is not compressed by the surrounding water pressure. Therefore, compared with not only filling the bag with air but also simply filling it without pressurizing the fluid, the response to the incident wave is excellent and the radiation wave is generated efficiently. You can break the wave.
また、この人工礁はその形状が、上面が側面視円弧状又
は楕円弧状の凸曲面とされて、かつその高さが平面視し
たときの径方向寸法よりも小とされた偏平凸曲面状とさ
れているので、洗掘がなく、継続的な補修も少なくてす
む。In addition, the shape of this artificial reef is a flat convex curved surface whose upper surface is a convex curved surface having an arc shape or an elliptic arc shape in a side view, and whose height is smaller than the radial dimension when viewed in plan. Since there is no scouring, there is little need for continuous repairs.
さらにこの人工礁は、可撓性膜の袋体で形成されている
ので使用材料が少なく、輸送が容易であり、また、その
施工においては地ならし、マウンド等の基礎施工を必要
とせず、袋体を固定用治具に連結するだけでよいので工
期が短くてすみ、極めてコストが安くなる。Furthermore, since this artificial reef is made of a flexible membrane bag, it uses few materials and is easy to transport. Moreover, its construction does not require foundation work such as earthmoving and mound, and the bag body Since it only has to be connected to the fixing jig, the construction period is short and the cost is extremely low.
また、袋体がコンクリートブロックのようにその表面に
堅い凹凸がないため、身体をぶつけるなどしても安全で
あり、その海域を海洋スポーツ,レクリエーションなど
に広く使用することができる。Further, since the bag body does not have a hard uneven surface like a concrete block, it is safe to hit the body and the sea area can be widely used for marine sports, recreation and the like.
また、袋体も種々の形状,大きさなどに容易に形成で
き、しかも取付固定の施工方法も簡単なため構築場所の
広狭,地形などの制約を受けることがないのでいかなる
場所でも簡単に構築することができ、更に海域の有効利
用が計れるなどの効果を得られる。In addition, the bag can be easily formed in various shapes and sizes, and because the installation and fixing construction method is simple, there is no restriction on the construction space, topography, etc., so it can be easily constructed anywhere. It is possible to obtain the effect that the effective use of the sea area can be measured.
また、海域の用途変更などに伴い、人工礁の移動や撤去
の必要が生じた場合にも、短期間に、容易に、易いコス
トで移動,撤去することができる。In addition, even if it is necessary to move or remove the artificial reef due to a change in the use of the sea area, the artificial reef can be easily moved and removed at a low cost in a short period of time.
第1図ないし第8図はこの考案に係る人工礁Aの実施例
を示すもので、第1図は袋体1の平面図、第2図は第1
図のII−II線部分の断面図、第3図は固定用治具の平面
図、第4図は第3図のIV−IV線部分の断面図、第5図な
いし第7図は人工礁Aの取付施工順序を示すもので、第
5図は海底面に固定用治具を固定した状態を示す側面断
面図、第6図はこの固定用治具に袋体を取付固定した状
態を示す側面断面図、第7図は袋体内に海水を注入充填
した状態を示す側面断面図、第8図は人工礁Aを汀線12
に平行に構築した状態を示す平面図、第9図及び第10図
は上記実施例の変形例を示す平面図である。 A,B,C……人工礁、1……袋体、7……固定用治具。1 to 8 show an embodiment of the artificial reef A according to the present invention. FIG. 1 is a plan view of the bag 1, and FIG.
Sectional view taken along line II-II of the figure, FIG. 3 is a plan view of a fixing jig, FIG. 4 is sectional view taken along line IV-IV of FIG. 3, and FIGS. 5 to 7 are artificial reefs. Fig. 5 shows the mounting sequence of A, Fig. 5 is a side sectional view showing a state in which a fixing jig is fixed to the sea bottom, and Fig. 6 shows a state in which a bag is attached and fixed to this fixing jig. A side sectional view, FIG. 7 is a side sectional view showing a state in which seawater is injected and filled in the bag body, and FIG. 8 is an artificial reef A on the shoreline 12.
And FIG. 9 and FIG. 10 are plan views showing a modified example of the above-mentioned embodiment, which are parallel to each other. A, B, C ... Artificial reef, 1 ... Bag, 7 ... Fixing jig.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 平山 彰彦 東京都中央区京橋2丁目16番1号 清水建 設株式会社内 (72)発明者 清川 哲志 東京都中央区京橋2丁目16番1号 清水建 設株式会社内 (56)参考文献 特開 昭58−69909(JP,A) 特開 昭54−164325(JP,A) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Akihiko Hirayama 2-16-1, Kyobashi, Chuo-ku, Tokyo Shimizu Construction Co., Ltd. (72) Inventor Satoshi Kiyokawa 2-16-1, Kyobashi, Chuo-ku, Tokyo Shimizu Construction company (56) References JP-A-58-69909 (JP, A) JP-A-54-164325 (JP, A)
Claims (2)
は楕円弧状の凸曲面とされて、かつその高さが平面視し
たときの径方向寸法よりも小とされた袋体が、その天端
を水中に位置させるとともに、海底に対して固定され、
前記袋体内には海水等の液状の流動体が圧入充填されて
該袋体に内圧がかけられた構成とされていることを特徴
とする人工礁。1. A bag body made of a flexible film, the upper surface of which is a convex curved surface having an arc shape or an elliptic arc shape in a side view, and the height of which is smaller than the radial dimension in a plan view. , Its top is located in the water and is fixed to the seabed,
An artificial reef characterized in that a liquid fluid such as seawater is press-filled into the bag body and an internal pressure is applied to the bag body.
工程と、可撓性膜からなる袋体を固定用治具に取り付け
固定する工程と、可撓性膜からなる袋体に海水等の液状
の流動体を圧入充填して前記袋体に内圧をかける工程と
からなる人工礁の取付施工方法。2. A step of fixing the artificial reef fixing jig to the seabed, a step of attaching and fixing a bag body made of a flexible film to the fixing jig, and a bag body made of a flexible film. A method of mounting an artificial reef, comprising the steps of press-filling a liquid fluid such as seawater and applying internal pressure to the bag.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60280790A JPH0730535B2 (en) | 1985-12-13 | 1985-12-13 | Artificial reef and its installation method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60280790A JPH0730535B2 (en) | 1985-12-13 | 1985-12-13 | Artificial reef and its installation method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS62141209A JPS62141209A (en) | 1987-06-24 |
JPH0730535B2 true JPH0730535B2 (en) | 1995-04-05 |
Family
ID=17629993
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP60280790A Expired - Lifetime JPH0730535B2 (en) | 1985-12-13 | 1985-12-13 | Artificial reef and its installation method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0730535B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108824353A (en) * | 2018-07-18 | 2018-11-16 | 浙江大学 | A kind of removable water pocket breakwater of flexible gravity formula |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0619125B2 (en) * | 1987-09-24 | 1994-03-16 | 清水建設株式会社 | Submersible wave-dissipating structure |
JPH0663211B2 (en) * | 1989-07-18 | 1994-08-22 | 清水建設株式会社 | Flexible mound |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS607091B2 (en) * | 1978-06-16 | 1985-02-22 | 住友電気工業株式会社 | Weirs for tide protection, wave protection, wave dissipation, prevention of salt water run-up, etc. |
JPS5869909A (en) * | 1981-10-20 | 1983-04-26 | Takeshi Ijima | Breakwater |
-
1985
- 1985-12-13 JP JP60280790A patent/JPH0730535B2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108824353A (en) * | 2018-07-18 | 2018-11-16 | 浙江大学 | A kind of removable water pocket breakwater of flexible gravity formula |
Also Published As
Publication number | Publication date |
---|---|
JPS62141209A (en) | 1987-06-24 |
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