JPS5938368B2 - Ice breakwater - Google Patents
Ice breakwaterInfo
- Publication number
- JPS5938368B2 JPS5938368B2 JP54057495A JP5749579A JPS5938368B2 JP S5938368 B2 JPS5938368 B2 JP S5938368B2 JP 54057495 A JP54057495 A JP 54057495A JP 5749579 A JP5749579 A JP 5749579A JP S5938368 B2 JPS5938368 B2 JP S5938368B2
- Authority
- JP
- Japan
- Prior art keywords
- drift ice
- ice
- ice prevention
- prevention body
- strut
- 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
Links
Classifications
-
- 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
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
- Y02A40/81—Aquaculture, e.g. of fish
Landscapes
- Farming Of Fish And Shellfish (AREA)
- Revetment (AREA)
Description
【発明の詳細な説明】
本発明は、氷海域5こ面した海岸等で海産物の養殖等を
行う5こ際し、養殖場等の必要海域に流氷が侵入しない
ようにした防水堤に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a waterproof embankment that prevents drift ice from entering the necessary sea areas such as aquaculture farms when cultivating marine products, etc. on coasts facing frozen areas. be.
氷海域に面した海岸で、コンブやホタテ等の養殖を行な
う際、これらの養殖場に流氷が侵入すると、養殖施設が
大きな扱害を被るので、この扱害を防止するための対策
が必要である。When cultivating kelp, scallops, etc. on coasts facing frozen waters, if drift ice invades these farms, the aquaculture facilities will suffer major damage, so measures are needed to prevent this damage. be.
しかし、この対策を施すに当たっては、単なるコンクリ
ートブロック等で養殖場を囲むと、流氷の移動力によっ
て、コンクリートブロック等の位置がずれたり、あるい
は、破損する危険があることと、海流、潮流等の環境が
変わるので、養殖物に悪影響を及ぼす等の問題がある。However, when implementing this measure, it is important to note that if the farm is surrounded by simple concrete blocks, etc., there is a risk that the concrete blocks will be displaced or damaged due to the moving force of the drift ice, and that there is a risk of the concrete blocks being damaged due to ocean currents, tides, etc. Since the environment changes, there are problems such as adverse effects on aquaculture products.
そこで、本発明は、これらの問題を解決するためtこ成
されたものであって、傾斜面により流氷を簡単に破砕す
ることによって、流氷の養殖場等への侵入を防止すると
さもに、海流や潮流等の環境が変化せず、しかも、消波
効果も期待できる防水堤を提供することを目的とする。Therefore, the present invention has been made to solve these problems, and by easily crushing drift ice with an inclined surface, it is possible to prevent drift ice from entering into aquaculture farms, etc. The purpose of the present invention is to provide a waterproof embankment that does not change the environment such as waves and tidal currents, and can also be expected to have a wave-dissipating effect.
このため、本発明は、傾斜ガーダ−枠内に柵状に流氷防
止梁を多数着脱自在に配列するこさにより柵状の傾斜面
を有する流氷防止体を形成し、該傾胴ガーダー枠の長手
方向両端部からそれぞれストラットを延設し、このスト
ラットと前記流氷防止体とで側面視略三角形状を形成せ
しめており、一方のストラットの先端部と他方のストラ
ットの先端部とをプレースタこより連結し、さらに、前
記流氷防止体の下部に正面視三角形状の三角形押を配設
し、これらのストラットと三角形押とを水底に着底せし
めて前記流水防止体の傾斜面の一部を水面Fに位置させ
てなる防水堤を要旨とするものである。For this reason, the present invention forms a drift ice prevention body having a fence-like slope surface by removably arranging a large number of drift ice prevention beams in a fence shape within a tilt girder frame, and Struts are extended from both ends, and the struts and the ice prevention body form a substantially triangular shape when viewed from the side, and the tips of one strut and the other strut are connected by a placer, Further, a triangular pusher having a triangular shape when viewed from the front is arranged at the lower part of the drift ice preventer, and these struts and the triangular pusher are brought to the bottom of the water to position a part of the inclined surface of the drift ice preventer at the water surface F. The main purpose of this project is to create a waterproof embankment.
次に図面により本発明の一実施例を説明する。Next, one embodiment of the present invention will be described with reference to the drawings.
図1:こおいて、防水堤1は、スチールあるいは鉄筋コ
ンクリート等により側面視概略三角形状に形成されてお
り、その上面には、流氷群に向かう流氷防止体2が、傾
斜ガーダ−枠3内に柵状に流氷防止梁4を多数着脱自在
に配列することにより形成されている。Figure 1: The waterproof embankment 1 is made of steel or reinforced concrete and has a roughly triangular shape when viewed from the side, and on its upper surface, a drift ice prevention body 2 facing the drift ice group is installed inside the inclined girder frame 3. It is formed by arranging a large number of drift ice prevention beams 4 in a fence shape in a detachable manner.
このように形成した流氷防止体2は、傾斜して配置され
ており、その水面に対する傾斜角が、好ましくは、約3
0°から60°の間になるように配置されている。The drift ice preventer 2 formed in this way is arranged at an angle, and the angle of inclination with respect to the water surface is preferably about 3.
The angle is between 0° and 60°.
また、前記流氷防止体2の傾斜ガーダ−枠3の一端部か
らは脚体の一部であるストラット5が延長され、このス
トラット5は、傾斜ガーダ−枠3の他端部から延長され
たプレース6により連結されている。Further, a strut 5, which is a part of the leg body, is extended from one end of the inclined girder frame 3 of the drift ice prevention body 2, and this strut 5 is connected to a place extended from the other end of the inclined girder frame 3. 6.
このストラット5及びプレース6からなる脚体は、流氷
防止体2の長手方向両端部にそれぞれ位置している。The legs consisting of the struts 5 and places 6 are located at both longitudinal ends of the drift ice prevention body 2, respectively.
更に1、流氷防止体2の傾斜ガーダ−枠3の他端部から
は、正面視三角形状の三角形押7が延長されている。Furthermore, a triangular pusher 7 having a triangular shape in front view extends from the other end of the inclined girder frame 3 of the drift ice prevention body 2.
したがって、流氷防止体2は、2個のストラット5及び
プレース6と、1個の三角形押7の三本の脚で支持され
ることになる。Therefore, the drift ice prevention body 2 is supported by three legs: two struts 5 and places 6, and one triangular pusher 7.
これらの脚体の長さは、前述したように、流氷防止体2
の傾斜角が適正角度になる長さに定められるとともに、
この流氷防止体2が水面8の上方に傾斜面の上部を位置
させ、水面8の下方に傾斜面の下部を位置させた時に脚
体が着底するように成されている。As mentioned above, the length of these legs is determined by the length of the drift ice prevention body 2.
The length is set so that the inclination angle of
The drift ice prevention body 2 is configured such that the upper part of the slope is located above the water surface 8, and the legs reach the bottom when the lower part of the slope is located below the water surface 8.
このように構成した防水堤1を例えば、第1図に示すよ
うに、必要数だけ配列する。For example, as shown in FIG. 1, the required number of waterproof embankments 1 constructed in this manner are arranged.
いま、このように配列した防水堤1に流氷が押し寄せて
来た場合には、第2図に示すように、矢印へ方向へ移動
する流氷9が、流氷防止体2の流氷防止梁4あるいは、
傾斜ガーダ−枠3へ乗り上げることによってこの流氷9
を、折り曲げて細かく破砕する。Now, when drift ice is rushing onto the waterproof embankment 1 arranged in this way, as shown in FIG.
This drift ice 9 is removed by running onto the inclined girder frame 3.
Fold and crush into small pieces.
砕かれた流氷片9aは、他の流氷に重合したり、あるい
はバラバラになるので、破砕後の流氷片9aによる防水
堤1への流氷力は殆んど無に等しくなる。Since the crushed pieces of ice 9a polymerize with other pieces of ice or break apart, the ice force exerted on the waterproof embankment 1 by the pieces of crushed ice 9a becomes almost nil.
したがって、防水堤1へ加わる流氷力は、流氷9を砕く
際に加わるわずかな力のみとなるので、防水堤1の位置
がずれたり、破壊したりすることがなく、結局、流氷9
を安全に防水堤1により止めることができる。Therefore, the drift ice force applied to the waterproof embankment 1 is only a small force applied when breaking the drift ice 9, so the waterproof embankment 1 is not displaced or destroyed, and in the end, the drift ice 9
can be safely stopped by the waterproof embankment 1.
また、防水堤1の流氷防止体2は、柵状に形成されてい
るので、防水堤1を海水が自由シこ通過でき、海流や潮
流を防げることがない。Further, since the drift ice prevention body 2 of the waterproof embankment 1 is formed in the shape of a fence, seawater can freely pass through the waterproof embankment 1, and ocean currents and tides are not blocked.
更に流氷防止体2の形状、寸法、材料等を適宜定めるこ
とにより、消波効果も期待でき、また、防氷堤1のlフ
宅ツクの重量を示さくすることもできる。Furthermore, by appropriately determining the shape, size, material, etc. of the drift ice preventer 2, a wave-dissipating effect can be expected, and the weight of the ice barrier 1 can also be reduced.
したかって、防水堤1の交換が簡単であるとともに、コ
ストを安くすることもできる。Therefore, the waterproof embankment 1 can be easily replaced and the cost can be reduced.
また、傾斜ガーダ−枠3内11こ柵状に流氷防止梁4を
着脱自在に配列したためtこ、必要に応じて流氷防止梁
4の交換を容易に行うことができるから、保守管理上有
利である。In addition, since the drift ice prevention beams 4 are removably arranged in the shape of 11 fences inside the inclined girder frame 3, the drift ice prevention beams 4 can be easily replaced as needed, which is advantageous in terms of maintenance management. be.
さらに、ストラット5と三角形押7からなる三本の足で
水底に着底せしめるため、着底に際しては三本の足だけ
についてそれぞれの脚の長さを勘案すればよく、これに
よって海底形状に左右されずに安全かつ簡単に防水堤の
設装置が可能となる。Furthermore, since the three legs consisting of the struts 5 and the triangular pushers 7 are used to touch the bottom of the water, it is only necessary to consider the length of each of the three legs when landing on the bottom. This makes it possible to safely and easily install a waterproof embankment without having to worry about it.
したがって、海底面が平坦でなく、特に、氷のため海底
面が削られて硬い岩盤が現れている場合が多い氷海域で
の防水堤の設置が盲利となる。Therefore, the installation of waterproof embankments becomes a blind advantage in icy areas where the seabed is not flat, and especially in icy areas where the seabed has been scraped by ice and hard rock is often exposed.
更に、水深に応じて防水堤1を自由に設計できるばかり
か、流氷力を極めて軽減できるので、耐久性に富む利点
もある。Furthermore, not only can the waterproof embankment 1 be designed freely according to the water depth, but also the force of drifting ice can be significantly reduced, which has the advantage of being highly durable.
一方、第3図、第4図に示すように、三角形押7aを傾
斜ガーダ−枠3と同一平面になるように配置すれば、三
角形押7aと傾斜ガーダ−枠3及び流氷防止梁4を1体
的に成形(コンクリート打設等)することができる。On the other hand, as shown in FIGS. 3 and 4, if the triangular pusher 7a is arranged on the same plane as the inclined girder frame 3, the triangular pusher 7a, the inclined girder frame 3, and the drift ice prevention beam 4 can be placed in one place. It can be physically formed (concrete placement, etc.).
更に、第3図、第4図tこ示すように、ストラット5a
やプレース6aを鋼製にすることもでき、このようにす
れば、コンクリート等の使用量を少なくすることができ
る等幾多の利点を有し、その作用効果は太きい。Furthermore, as shown in FIGS. 3 and 4, the struts 5a
The place 6a can also be made of steel, and this has many advantages such as being able to reduce the amount of concrete used, and its effects are significant.
図面は、本発明の実施例を示し、第1図はその配列状態
の一例を示す斜視図、第2図はその側面図、第3図は他
の実施例の配列状態を示す斜視図、第4図はその側面図
である。
1・・・・・・防氷堤、2・・・・・・流氷防止体、5
,5a・・・・・・ストラット、γ、7a・・・・・・
三角形押、8・・・・・・水面、9・・・・・・流氷。The drawings show an embodiment of the present invention, FIG. 1 is a perspective view showing an example of the arrangement state, FIG. 2 is a side view thereof, and FIG. 3 is a perspective view showing an arrangement state of another embodiment. Figure 4 is its side view. 1... Ice breakwater, 2... Drift ice prevention body, 5
, 5a... Strut, γ, 7a...
Triangle push, 8...water surface, 9...drift ice.
Claims (1)
脱自在に配列することにより柵状の傾胴面を有する流氷
防止体2を形成し、該傾斜ガーダ−枠3の長手方向両端
部からそれぞれストラット5を延設し、このストラット
5と前記流氷防止体2とで側面視略三角形状を形成せし
めており、一方のストラット5の先端部さ他方のストラ
ット5の先端部とをプレース6により連結し、さらに、
前記流氷防止体2の下部に正面視三角形状の三角形押7
を配設し、これらのストラット5とE角形脚7とを水底
に着底せしめて前記流氷防止体2の傾斜面の°一部を水
面下に位置させてなる防水堤。1 A drift ice prevention body 2 having a fence-like inclined surface is formed by removably arranging a large number of drift ice prevention beams 4 in the shape of a fence in the inclined girder frame 3, and both longitudinal ends of the inclined girder frame 3 are formed. A strut 5 is extended from each section, and the strut 5 and the drift ice prevention body 2 form a substantially triangular shape in side view, and the tip of one strut 5 and the tip of the other strut 5 are placed. 6, and further,
A triangular pusher 7 having a triangular shape when viewed from the front is provided at the lower part of the drift ice prevention body 2.
The struts 5 and the E-square legs 7 are placed on the bottom of the water, so that a part of the slope of the drift ice prevention body 2 is located below the water surface.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP54057495A JPS5938368B2 (en) | 1979-05-10 | 1979-05-10 | Ice breakwater |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP54057495A JPS5938368B2 (en) | 1979-05-10 | 1979-05-10 | Ice breakwater |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS55148814A JPS55148814A (en) | 1980-11-19 |
JPS5938368B2 true JPS5938368B2 (en) | 1984-09-17 |
Family
ID=13057298
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP54057495A Expired JPS5938368B2 (en) | 1979-05-10 | 1979-05-10 | Ice breakwater |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5938368B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS59113455U (en) * | 1983-01-24 | 1984-07-31 | スガツネ工業株式会社 | Three-point lock handle device |
JPS59113454U (en) * | 1983-01-24 | 1984-07-31 | スガツネ工業株式会社 | Three-point lock handle device |
JPS6113769U (en) * | 1984-06-29 | 1986-01-27 | スガツネ工業株式会社 | Double push type three-point lock handle device |
JPH0237989Y2 (en) * | 1983-07-15 | 1990-10-15 |
-
1979
- 1979-05-10 JP JP54057495A patent/JPS5938368B2/en not_active Expired
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS59113455U (en) * | 1983-01-24 | 1984-07-31 | スガツネ工業株式会社 | Three-point lock handle device |
JPS59113454U (en) * | 1983-01-24 | 1984-07-31 | スガツネ工業株式会社 | Three-point lock handle device |
JPH0237989Y2 (en) * | 1983-07-15 | 1990-10-15 | ||
JPS6113769U (en) * | 1984-06-29 | 1986-01-27 | スガツネ工業株式会社 | Double push type three-point lock handle device |
Also Published As
Publication number | Publication date |
---|---|
JPS55148814A (en) | 1980-11-19 |
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