Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0357244B2 - - Google Patents
[go: Go Back, main page]

JPH0357244B2 - - Google Patents

Info

Publication number
JPH0357244B2
JPH0357244B2 JP3442887A JP3442887A JPH0357244B2 JP H0357244 B2 JPH0357244 B2 JP H0357244B2 JP 3442887 A JP3442887 A JP 3442887A JP 3442887 A JP3442887 A JP 3442887A JP H0357244 B2 JPH0357244 B2 JP H0357244B2
Authority
JP
Japan
Prior art keywords
buoyancy chamber
buoyancy
ice
wall
floor slab
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
JP3442887A
Other languages
Japanese (ja)
Other versions
JPS63206512A (en
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 filed Critical
Priority to JP3442887A priority Critical patent/JPS63206512A/en
Publication of JPS63206512A publication Critical patent/JPS63206512A/en
Publication of JPH0357244B2 publication Critical patent/JPH0357244B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、氷海域において提内の海域又は施設
や構造物を流氷から保護するために使用する浮遊
貯留式防氷構造物に関するものである。
[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a floating storage anti-icing structure used to protect internal waters or facilities and structures from drift ice in frozen areas. .

(従来の技術) 氷海域において提内の海域又は構造物等を流氷
から保護するために使用する浮遊式防氷構造物の
従来例として、特公昭59−47093号公報に記載さ
れているものがある。ここに開示されている浮遊
式防氷構造物は、第3図に示すように、横断面が
倒立台形状をなし引張索Wにより係留された浮力
体Fの外側壁に、矢印Aで示す方向に流れる流氷
Iを下方に押し曲げて割るように傾斜させた傾斜
面Sがあり、この傾斜面Sにより流氷Iの流氷力
を小さくすると同時に浮力体F自体を円形状に配
設することにより、第4図に示すように矢印A方
向に流れる流氷Iが円形状の浮力体1の外周に沿
つて風下の左右方向に移動して流氷Iの流氷力を
一段と小さくしようとするものであつた。
(Prior art) As a conventional example of a floating anti-icing structure used to protect the inner sea area or structures etc. from drift ice in frozen areas, there is one described in Japanese Patent Publication No. 59-47093. be. As shown in FIG. 3, the floating anti-icing structure disclosed herein has an inverted trapezoidal cross section and is attached to the outer wall of a buoyant body F moored by a tension cable W in the direction indicated by an arrow A. There is an inclined surface S that is inclined so as to push and bend the flowing ice I downward and break it, and by using this inclined surface S, the ice force of the drift ice I is reduced, and at the same time, by arranging the buoyant body F itself in a circular shape, As shown in FIG. 4, the drift ice I flowing in the direction of arrow A moves in the leeward left-right direction along the outer periphery of the circular buoyant body 1 in an attempt to further reduce the ice power of the drift ice I.

(発明が解決しようとする問題点) 上記従来の場合、浮力体は、横断面が倒立台形
状をなしており、傾斜面により流氷の流氷力を小
さくするように作用させると、非常に不安定であ
り、十分な慣性と浮力が得られ難く、また、安定
性を増し、しかも十分な浮力を得るためにま、大
型にして浮力体自体の重量を大きくしなければな
らないという問題点があつた。
(Problems to be Solved by the Invention) In the above-mentioned conventional case, the buoyancy body has an inverted trapezoidal cross section, and if the buoyant body is applied to reduce the ice force of the drift ice due to the slope, it becomes extremely unstable. However, there were problems in that it was difficult to obtain sufficient inertia and buoyancy, and in order to increase stability and obtain sufficient buoyancy, the buoyant body itself had to be large and heavy. .

本発明は、上記従来の欠点にかんがみ、流氷自
体が有している浮力を利用して、十分な慣性と浮
力を得ることができ、しかも安定性の高い浮遊貯
留式防氷構造物を提供することを目的とするもの
である。
In view of the above-mentioned conventional drawbacks, the present invention provides a floating storage type anti-icing structure that can obtain sufficient inertia and buoyancy by utilizing the buoyancy of drift ice itself and is highly stable. The purpose is to

(問題点を解決するための手段) 上記目的を達成するために、本発明の要旨とす
るところは、床版の流氷が進入して来る側の下面
に下向きに突出され流氷の進入方向と交叉する方
向に沿つて連続配置した前面浮力室と、該前面浮
力室に対して所定間隔を置いて連続配置した後面
浮力室とを設け、前記前面浮力室には後方下降に
て傾斜し上端が前記床版の上方まで延びる延長部
を有する前面斜壁を備え、前記後面浮力室側の前
記床版には該後面浮力室の下端よりも下方まで延
びる後面止氷壁を備えたことを特徴とする浮遊貯
留式防氷構造物に存する。
(Means for Solving the Problems) In order to achieve the above object, the gist of the present invention is to provide a structure that is protruded downward from the lower surface of the floor slab on the side from which the drift ice enters, and that intersects with the direction in which the drift ice enters. A front buoyancy chamber is provided, which is arranged continuously along the direction of The floating structure includes a front inclined wall having an extension extending above the floor slab, and the floor slab on the side of the rear buoyancy chamber is provided with a rear ice-stopping wall extending below the lower end of the rear buoyancy chamber. Exists in storage type anti-icing structures.

(作用) 本発明に係る浮遊貯留式防氷構造物は、床版の
流氷が進入して来る側の下面に下向きに突出され
流氷の進入方向と交叉する方向に沿つて連続配置
した前面浮力室と、該前面浮力室に対して所定間
隔を置いて連続配置した後面浮力室とにより、常
時安定した姿勢を保持し、前記前面浮力室に備え
後方下降にて傾斜した前面斜壁の上端に前記床版
の上方まで延びる延長部で押し寄せてくる流氷を
下方へ導き、さらにそれを前面斜壁に沿つて床版
の下方へ取り込み、前記後面浮力室側の前記床版
に備え当該後面浮力室の下端よりも下方まで延び
る後面止氷壁で当該取り込んだ流氷を床版の下方
に保持し、その流氷自体の有する浮力を利用して
慣性及び浮力の増大を図り得るものである。
(Function) The floating storage type anti-icing structure according to the present invention has front buoyancy chambers that protrude downward from the lower surface of the floor slab on the side where the drift ice enters and are continuously arranged along the direction intersecting the direction of the drift ice approach. and a rear buoyancy chamber that is arranged continuously at a predetermined distance from the front buoyancy chamber to maintain a stable posture at all times. The extension part that extends above the floor slab guides the incoming drift ice downward, and further takes it below the floor slab along the front slanted wall, and prepares it for the floor slab on the rear buoyancy chamber side. The captured drift ice is held below the deck by the rear ice wall extending below the lower end, and the buoyancy of the drift ice itself can be used to increase inertia and buoyancy.

(実施例) 次に、本発明の実施の一例を図面を参照しなが
ら説明する。
(Example) Next, an example of implementation of the present invention will be described with reference to the drawings.

第1図及び第2図は、本発明に係る浮遊貯留式
防氷構造物の実施例を示すそれぞれ斜視図及び横
断面図である。
1 and 2 are a perspective view and a cross-sectional view, respectively, showing an embodiment of a floating storage type anti-icing structure according to the present invention.

防氷構造物は、床版1の流氷Iが進入して来る
側の下面に下向きに突出され流氷Iの進入方向と
交叉する方向に沿つて連続配置した前面浮力室2
と、該前面浮力室2に対して所定間隔を置いて連
続配置した後面浮力室3と、これらの前面浮力室
2と後面浮力室3との中央に連続配置した中央浮
力室4とにより常時安定した姿勢を保持できるよ
うになつている。また、防氷構造物は、前記前面
浮力室2に備えられ後方下降にて傾斜した前面斜
壁2aの上端に前記床版1の上方まで延びる延長
部2bにより、押し寄せてくる流氷Iを下方へ導
き、さらにそれを前面斜壁2aに沿つて床版1の
下方へ取り込み、前記後面浮力室3側の前記床版
1に備えられ当該後面浮力室3の下端よりも下方
まで延びる後面止氷壁3aで当該取り込んだ流氷
Iを逃さぬように床版1の下方に保持し、その流
氷I自体の有する浮力を利用して慣性及び浮力の
増大を図り得るようになつている。
The anti-icing structure includes front buoyancy chambers 2 that protrude downward from the lower surface of the floor slab 1 on the side where the drift ice I enters and are continuously arranged along a direction intersecting the direction in which the drift ice I enters.
, a rear buoyancy chamber 3 that is consecutively arranged at a predetermined interval from the front buoyancy chamber 2, and a central buoyancy chamber 4 that is consecutively arranged in the center of these front buoyancy chambers 2 and rear buoyancy chamber 3, ensuring constant stability. I am now able to maintain this posture. In addition, the anti-icing structure has an extension 2b extending above the floor slab 1 at the upper end of the front inclined wall 2a which is provided in the front buoyancy chamber 2 and slopes downward in the rearward direction, so as to move the drifting ice I downward. A rear ice-stopping wall 3a is provided on the floor slab 1 on the side of the rear buoyancy chamber 3 and extends below the lower end of the rear buoyancy chamber 3. The taken-in drift ice I is held below the floor slab 1 so as not to escape, and the buoyancy of the drift ice I itself can be used to increase inertia and buoyancy.

床版1は、長方形をなし、前面浮力室2、後面
浮力室3及び中央浮力室4の浮力により略水平な
姿勢を保持する。
The floor slab 1 has a rectangular shape, and is maintained in a substantially horizontal position by the buoyancy of the front buoyancy chamber 2, the rear buoyancy chamber 3, and the central buoyancy chamber 4.

前面浮力室2は、床版1の流氷Iが進入して来
る側の下面に下向きに突出され流氷Iの進入方向
と交叉する方向に沿つて連続配置してあり、後方
下降にて傾斜した前面斜壁2aと後面側の略垂直
な垂直壁2cとを備え、下端2dが円弧断面をな
し、前面斜壁2aの上端に前記床版1の上方まで
当該床版1の全幅に亙つて延びている延長部2b
を有し、この垂直壁2cよりも前面斜壁2aの厚
さを厚くして流氷力に耐え得るようにしてある。
そして前面浮力室2は、両端が蓋壁2eにて密封
され中空になつている。
The front buoyancy chambers 2 protrude downward from the lower surface of the side of the floor slab 1 from which the drift ice I enters, and are continuously arranged along the direction intersecting the direction of the drift ice I. It comprises a slanted wall 2a and a substantially vertical vertical wall 2c on the rear side, a lower end 2d has an arcuate cross section, and a wall extending over the entire width of the floor slab 1 to above the floor slab 1 at the upper end of the front slanted wall 2a. extension part 2b
The front inclined wall 2a is made thicker than the vertical wall 2c to withstand the force of drifting ice.
The front buoyancy chamber 2 is hollow with both ends sealed by cover walls 2e.

後面浮力室3は、前面浮力室2に対して所定間
隔を置き中央浮力室4の中心線Cに関して略対称
に連続配置してあり、前方下降にて傾斜した後面
斜壁3b及び前面側の略垂直な垂直壁3cを備
え、下端3dが円弧断面をなし、垂直壁3cが当
該後面浮力室3自体の下端よりも下方まで延びて
後面止氷壁3aになつており、両端が蓋壁3eに
て密報され中空になつている。
The rear buoyancy chambers 3 are arranged continuously and approximately symmetrically with respect to the center line C of the central buoyancy chamber 4 at a predetermined distance from the front buoyancy chamber 2, and have a rear sloped wall 3b that slopes downward in the front direction, and approximately the front side. It has a vertical wall 3c, a lower end 3d has an arcuate cross section, the vertical wall 3c extends below the lower end of the rear buoyancy chamber 3 itself to form a rear ice-stopping wall 3a, and both ends are covered with a lid wall 3e. I feel hollow because of the secret information.

中央浮力室4は、下細りの略対称な横断面形を
を有し、下端4aが円弧断面をなし、前面浮力室
2と後面浮力室3との中央に所定間隔を置いて連
続配置してあり、両端が蓋壁4bにて密封され中
空になつている。
The central buoyancy chamber 4 has a substantially symmetrical cross-sectional shape with a downward taper, the lower end 4a has an arcuate cross section, and is continuously arranged at a predetermined interval in the center of the front buoyancy chamber 2 and the rear buoyancy chamber 3. Both ends are sealed with a lid wall 4b and are hollow.

かくして前面浮力室2と中央浮力室4との間及
び中央浮力室4と後面浮力室3との間にそれぞれ
凹部8及び凹部9が形成されている。
Thus, a recess 8 and a recess 9 are formed between the front buoyancy chamber 2 and the center buoyancy chamber 4 and between the center buoyancy chamber 4 and the rear buoyancy chamber 3, respectively.

前面浮力室2及び後面浮力室3と中央浮力室4
との間の凹部8及び凹部9には、それぞれ前部隔
壁5及び後部隔壁6が床版1の下面から下向きに
各浮力室の横断平面に沿つて設けてある。前部隔
壁5は、上下方向の寸法が前面浮力室2及び中央
浮力室4の深さよりも若干小さくしてある。後部
隔壁6は、上下方向の寸法が中央浮力室側では前
部隔壁5と略同じ、後面浮力室側では後面止氷壁
3aの下端に合わせてある。
Front buoyancy chamber 2, rear buoyancy chamber 3 and center buoyancy chamber 4
A front partition wall 5 and a rear partition wall 6 are provided in the recesses 8 and 9 between the buoyancy chambers, respectively, extending downward from the lower surface of the floor slab 1 along the transverse plane of each buoyancy chamber. The front partition wall 5 has a vertical dimension slightly smaller than the depths of the front buoyancy chamber 2 and the center buoyancy chamber 4. The rear partition wall 6 has approximately the same vertical dimension as the front partition wall 5 on the side of the central buoyancy chamber, and is aligned with the lower end of the rear ice wall 3a on the side of the rear buoyancy chamber.

次に、本発明の上記構成による防氷構造物の使
用方法及び流氷の挙動について、氷海域における
構造物を流氷から保護する場合を例として説明す
る。
Next, the method of using the anti-icing structure according to the above configuration of the present invention and the behavior of drift ice will be explained using an example in which a structure in an icy area is protected from drift ice.

防氷の対象となる構造物の周囲の所定位置に本
発明に係る複数の防氷構造物を配置して防氷の対
象となる当該構造物を取り囲んだ状態にて浮か
べ、係留索7,7の一端を所定箇所に結合して係
留する。押し寄せて来る流氷Iは、前面斜壁2a
及びその延長部2bに当たると、斜め下方に向き
を変えられ、前面浮力室2の連続する方向に沿つ
た割れ目を生じて割れ、流氷力によりそれ自体の
浮力に抗して前面斜壁2aの傾面に沿つて下降
し、前面浮力室2の下端2dを越えてから浮力で
上昇し、中央浮力室4との間の床版1の下方に
次々と取り込まれここに貯留される。このように
して前面浮力室2と中央浮力室4との間の下向き
凹部8が流氷Iによつて満杯に近くなるにしたが
つて、流氷Iは、一部が中央浮力室4の下端4a
を越えて後面浮力室3側へ移動するものが多くな
り、浮力によつて床版1の方へ上昇し、中央浮力
室4と後面浮力室3との間の凹部9に取り込まれ
後面止氷壁3aで後方への流失が阻止され、ここ
にも貯留される。貯留した流氷Iの重量と浮力に
よつて、防氷構造物は、床版1が略水平に保持さ
れた姿勢で、慣性及び浮力を増して安定性が向上
する。
A plurality of anti-icing structures according to the present invention are arranged at predetermined positions around the structure to be anti-icing, and are floated in a state surrounding the structure to be anti-icing. One end is tied to a designated location and moored. The drift ice I that is rushing towards me is the front sloped wall 2a.
When it hits the extended portion 2b, it is deflected diagonally downward, creating cracks along the continuous direction of the front buoyancy chamber 2, and the front slanted wall 2a is tilted against its own buoyancy due to the force of the drift ice. It descends along the surface, crosses the lower end 2d of the front buoyancy chamber 2, and then rises due to buoyancy, and is taken one after another under the floor slab 1 between it and the central buoyancy chamber 4, and is stored there. In this way, as the downward recess 8 between the front buoyancy chamber 2 and the central buoyancy chamber 4 becomes nearly full with the drift ice I, a portion of the drift ice I is transferred to the lower end 4a of the central buoyancy chamber 4.
More ice moves beyond the center buoyancy chamber 3 toward the rear buoyancy chamber 3, rises toward the floor slab 1 due to buoyancy, is taken into the recess 9 between the central buoyancy chamber 4 and the rear buoyancy chamber 3, and is trapped in the rear buoyancy wall. At 3a, the water is prevented from flowing backward and is also stored there. Due to the weight and buoyancy of the stored drift ice I, the stability of the anti-icing structure is improved by increasing inertia and buoyancy when the floor slab 1 is held substantially horizontally.

上記実施例によれば、浮遊貯留式防氷構造物
は、中央浮力室4の中心線に関して略対称になつ
ているので、全体のバランスが良く、中央浮力室
4を有し当該中央浮力室4が下方細りの横断面形
をなしているので、前面側から後面側への流氷I
の移行が円滑に行われ、中央浮力室4の前面側及
び後面側の両方にそれぞれ流氷Iを貯留でき、非
常に安定性が良く、前部隔壁5及び後部隔壁6を
有しているので、側部からの流氷Iの流失も確実
に防止できる。
According to the above embodiment, the floating storage type anti-icing structure is approximately symmetrical with respect to the center line of the central buoyancy chamber 4, so the overall balance is good, and the floating storage type anti-icing structure has the central buoyancy chamber 4. Since it has a cross-sectional shape that tapers downward, the drift ice I flows from the front side to the rear side.
The transition is smooth, the drift ice I can be stored on both the front side and the rear side of the central buoyancy chamber 4, and the stability is very good.Since it has a front partition wall 5 and a rear partition wall 6, It is also possible to reliably prevent the drift ice I from flowing away from the sides.

なお、本発明に係る浮遊貯留式防氷構造物は、
各部の長さ、幅、間隔、角度その他の形状を示す
諸元を海氷工学の知見と構造物設計手法に基き合
理的に決定することができる。
In addition, the floating storage type anti-icing structure according to the present invention includes:
The length, width, spacing, angle, and other dimensions of each part can be determined rationally based on knowledge of sea ice engineering and structure design methods.

(発明の効果) 本発明は上述の如く構成され、床版の流氷が進
入して来る側の下面に下向きに突出され流氷の進
入方向と交叉する方向に沿つて連続配置した前面
浮力室と、該前面浮力室に対して所定間隔を置い
て連続配置した後面浮力室とを設けたことによ
り、常時安定した姿勢を保持し、前記前面浮力室
には後方下降にて傾斜し上端が前記床版の上方ま
で延びる延長部を有する前面斜壁を備えたことに
により、押し寄せて来る流氷を床版の下方へ導き
取り込むことができ、前記後面浮力室側の前記床
版には該後面浮力室の下端よりも下方まで延びる
後面止氷壁を備えたことにより、上記取り込んだ
流氷を流失することなく保持して当該流氷が提内
へ侵入するのを防止することができ、取り込んだ
流氷の浮力を利用して慣性及び浮力を増大させ、
防氷構造物自体の安定性の向上を図ることがで
き、浮遊式であるから波浪により大きな力を受け
ず、係留率は比較的容易に取付け取外しができる
ので、移動と再使用が容易である等の効果を有
し、また、比較的大水深の場合にも適用可能であ
る。
(Effects of the Invention) The present invention is configured as described above, and includes a front buoyancy chamber that protrudes downward from the lower surface of the floor slab on the side where the drift ice enters and is continuously arranged along a direction intersecting the direction in which the drift ice enters; By providing a rear buoyancy chamber that is continuously arranged at a predetermined interval from the front buoyancy chamber, a stable posture is maintained at all times, and the front buoyancy chamber is tilted backward and downward, and the upper end thereof is connected to the floor slab. By providing a front sloped wall with an extension extending upward, it is possible to guide the incoming drift ice to the bottom of the floor slab, and the floor slab on the side of the rear buoyancy chamber is provided with a wall of the rear buoyancy chamber. By being equipped with a rear ice wall that extends below the lower end, it is possible to retain the captured drift ice without washing away and prevent the drift ice from entering the interior, and to utilize the buoyancy of the captured drift ice. to increase inertia and buoyancy,
The stability of the anti-icing structure itself can be improved, and since it is a floating type, it does not receive large forces from waves, and the mooring rate can be installed and removed relatively easily, making it easy to move and reuse. It also has the following effects and can be applied even in relatively deep water.

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

第1図及び第2図は本発明に係る浮遊貯留式防
氷構造物の実施例を示すそれぞれ斜視図及び横断
面図、第3図及び第4図は従来の浮遊式防氷構造
物を示すそれぞれ側断面図及び平面図である。 1……床版、2……前面浮力室、2a……前面
斜壁、2b……延長部、2c……垂直壁、2d…
…下端、2e……蓋壁、3……後面浮力室、3a
……後面止氷壁、3b……後面斜壁、3c……垂
直壁、3d……下端、3e……蓋壁、4……中央
浮力室、4a……下端、4b……蓋壁、5……前
部隔壁、6……後部隔壁、7……係留索、8,9
……凹部。
1 and 2 are perspective views and cross-sectional views, respectively, showing an embodiment of a floating storage type anti-icing structure according to the present invention, and FIGS. 3 and 4 show a conventional floating type anti-icing structure. They are a side sectional view and a plan view, respectively. 1...Floor slab, 2...Front buoyancy chamber, 2a...Front slanted wall, 2b...Extension part, 2c...Vertical wall, 2d...
...lower end, 2e...lid wall, 3...rear buoyancy chamber, 3a
... Rear ice wall, 3b ... Rear sloped wall, 3c ... Vertical wall, 3d ... Lower end, 3e ... Lid wall, 4 ... Central buoyancy chamber, 4a ... Lower end, 4b ... Lid wall, 5... ...Front bulkhead, 6...Rear bulkhead, 7...Mooring cable, 8,9
...Concavity.

Claims (1)

【特許請求の範囲】[Claims] 1 床版の流氷が進入して来る側の下面に下向き
に突出され流氷の進入方向と交叉する方向に沿つ
て連続配置した前面浮力室と、該前面浮力室に対
して所定間隔を置いて連続配置した後面浮力室と
を設け、前記前面浮力室には後方下降にて傾斜し
上端が前記床版の上方まで延びる延長部を有する
前面斜壁を備え、前記後面浮力室側の前記床版に
は該後面浮力室の下端よりも下方まで延びる後面
止氷壁を備えたことを特徴とする浮遊貯留式防氷
構造物。
1 Front buoyancy chambers that protrude downward from the lower surface of the side of the floor slab where the drift ice enters and are arranged continuously along a direction intersecting the direction of the drift ice approach; the front buoyancy chamber is provided with a front slanted wall having an extension portion that slopes backward downward and whose upper end extends above the floor slab; A floating storage type anti-icing structure characterized by comprising a rear ice wall extending below the lower end of the rear buoyancy chamber.
JP3442887A 1987-02-19 1987-02-19 Floating storage type ice-preventing structure Granted JPS63206512A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3442887A JPS63206512A (en) 1987-02-19 1987-02-19 Floating storage type ice-preventing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3442887A JPS63206512A (en) 1987-02-19 1987-02-19 Floating storage type ice-preventing structure

Publications (2)

Publication Number Publication Date
JPS63206512A JPS63206512A (en) 1988-08-25
JPH0357244B2 true JPH0357244B2 (en) 1991-08-30

Family

ID=12413941

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3442887A Granted JPS63206512A (en) 1987-02-19 1987-02-19 Floating storage type ice-preventing structure

Country Status (1)

Country Link
JP (1) JPS63206512A (en)

Also Published As

Publication number Publication date
JPS63206512A (en) 1988-08-25

Similar Documents

Publication Publication Date Title
KR101207609B1 (en) Floating type breakwater
US4776724A (en) Floating wave dissipation structure
US5707172A (en) Floating wave attenuators
US7063036B2 (en) System for connecting buoyant marine bodies
US4342277A (en) Anchoring system for floating moorage
JPH0357244B2 (en)
KR100461584B1 (en) Breakwater using of buoyancy of deep softground
KR200185629Y1 (en) The cephalic structure of a breakwater
KR100764915B1 (en) Low center type breakwater including extension wall
JPH06108416A (en) Floating pier with wave breaker
KR950008238Y1 (en) Fender
JPH063003B2 (en) Breakwater
JPS6049728B2 (en) crushed ice oil fence
JPH083456Y2 (en) Floating breakwater
KR19990020063U (en) Breakwater Tofu Structure
JP2003096742A (en) Seawater exchange breakwater caisson
JP2896680B2 (en) Mooring of underwater floating structures
JPH0526094Y2 (en)
KR100563654B1 (en) Steel breakwater
KR890008609Y1 (en) Associate Block
JP3312009B2 (en) Mooring device for floating pier
KR200267989Y1 (en) Breakwater using of buoyancy of deep softground
JPH0512159Y2 (en)
JPH11222868A (en) Linked caisson
JPH0892939A (en) Floating type breakwater with fin

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees