JPH0346606B2 - - Google Patents

Info

Publication number
JPH0346606B2
JPH0346606B2 JP17900387A JP17900387A JPH0346606B2 JP H0346606 B2 JPH0346606 B2 JP H0346606B2 JP 17900387 A JP17900387 A JP 17900387A JP 17900387 A JP17900387 A JP 17900387A JP H0346606 B2 JPH0346606 B2 JP H0346606B2
Authority
JP
Japan
Prior art keywords
icing
bottom plate
ice
drift ice
erected
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
JP17900387A
Other languages
Japanese (ja)
Other versions
JPS6424910A (en
Inventor
Kazumasa Inoe
Yoshifumi Oonuma
Minoru Tatsuta
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.)
Penta Ocean Construction Co Ltd
Original Assignee
Penta Ocean Construction Co Ltd
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 Penta Ocean Construction Co Ltd filed Critical Penta Ocean Construction Co Ltd
Priority to JP17900387A priority Critical patent/JPS6424910A/en
Publication of JPS6424910A publication Critical patent/JPS6424910A/en
Publication of JPH0346606B2 publication Critical patent/JPH0346606B2/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) 本発明は藻類あるいは魚介類の繁殖海域への流
水の侵入を防止するとともに消波効果を有する防
氷構造物に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to an anti-icing structure that prevents running water from entering areas where algae or fish and shellfish breed, and has a wave-dissipating effect.

(従来の技術) 氷海域沿岸における比較的水深の浅い海域は海
生物の繁殖地であり漁業にとつては非常に重要な
場所である。
(Prior Art) Relatively shallow waters along the coasts of icy areas are breeding grounds for sea creatures and are very important places for fishing.

そのためこのような場所に流氷が侵入すると、
海生物の繁殖に堪大な被害を及ぼすのでこれを防
止する必要があり、従来は第5図に示す防氷構造
物が考え出されている。
Therefore, when drift ice invades such a place,
Since it causes tremendous damage to the reproduction of marine life, it is necessary to prevent this from occurring, and in the past, an anti-icing structure shown in Fig. 5 has been devised.

この防氷構造物1′は流氷2′が押しよせてきた
場合、該流氷2′が矢印A′で示す方向に移動して
流氷構造物1′の傾斜がガーター枠3′へ乗り上げ
ることにより、それを折り曲げて破砕し、その破
砕した流氷を傾斜ガーター枠へ積み上げてその侵
入を防止するものである。
When drift ice 2' is pushed towards this anti-icing structure 1', the drift ice 2' moves in the direction shown by arrow A' and the slope of drift ice structure 1' runs onto the garter frame 3'. The ice is bent and crushed, and the crushed ice is piled up on an inclined garter frame to prevent it from entering.

(発明が解決しようとする問題点) しかしながら、上記防氷構造物は流氷を傾斜ガ
ーター枠へ乗り上げることにより折り曲げ破砕し
て積み重ねているため、波や次々に押しよせてく
る流氷の押圧力により積み重ねられたものが内側
へ落ちるおそれがあり防氷構造物としての役目を
十分に果し得ない問題点があつた。
(Problem to be Solved by the Invention) However, in the above-mentioned anti-icing structure, the drift ice is piled up by being folded and crushed by running onto the inclined garter frame. There was a problem that the structure could not function as an anti-icing structure because there was a risk of objects falling inside.

本発明は上記問題にかんがみてなされたもので
あり、その目的とするところは、藻類及び魚介類
の繁殖地及び養殖場等への防氷性に優れた防氷構
造物を提供することである。
The present invention has been made in view of the above problems, and its purpose is to provide an anti-icing structure with excellent anti-icing properties for algae and seafood breeding grounds, aquaculture farms, etc. .

(問題点を解決するための手段) 以上の問題を解決するための本発明の手段は、
三角形の底版の各角部に夫々上方に向つて該底版
の中央部側に傾斜する支柱を立設するとともに、
これら支柱の上面に頂版を設けて防氷体を形成
し、該防氷体を外洋方向に対して底版の頂角部と
底辺部とが夫々交互に位置する状態に横状に配列
して構成とすることである。
(Means for solving the problems) The means of the present invention for solving the above problems are as follows:
At each corner of the triangular bottom plate, a support is erected upward and tilted toward the center of the bottom plate, and
A top plate is provided on the upper surface of these pillars to form an anti-icing body, and the anti-icing body is arranged horizontally so that the top corner portions and bottom portions of the bottom plate are alternately located in the direction of the open sea. The structure is as follows.

(作用) 而して上記構成によると本発明の防氷構造物
は、底版の頂角と底辺部とが外洋に対して交互に
横状に配列されることにより、支柱が夫々任意の
傾斜に配列されるため流氷がこれら支柱間に喰い
込まれるとともに頂版により受け止められる。
(Function) According to the above configuration, the anti-icing structure of the present invention has the apex angle and the base portion of the bottom plate alternately arranged horizontally with respect to the open ocean, so that the pillars can be tilted to any desired inclination. Due to the arrangement, the drift ice is bitten between these pillars and is received by the top plate.

(実施例) 以下、本発明の一実施例を図面に基づいて説明
する。
(Example) Hereinafter, an example of the present invention will be described based on the drawings.

本発明の防氷構造物Aは防氷体1を交互に向き
をかえた状態で横状に配列することにより形成さ
れるものであり、該防氷体1は底辺2aに対して
斜辺2bがわずかに長い2等辺三角形の底版2
と、該底版2の各角部2cに前記三角形の重心位
置上方に向つて先すぼみ状位置にそれぞれが傾斜
させて設立された断面円形の3本の支柱3と、該
支柱3の上端に重心が前記底版2の重心と上下に
重なり合う配置に設けられた底版2と相似形の頂
版4とにより鉄筋コンクリート或いは鋼コンクリ
ートで一体形成されている。
The anti-icing structure A of the present invention is formed by arranging the anti-icing bodies 1 horizontally with their orientations alternately changed, and the anti-icing bodies 1 have an oblique side 2b with respect to a bottom side 2a. Slightly longer isosceles triangle base plate 2
, three pillars 3 each having a circular cross section are installed at each corner 2c of the bottom plate 2 in a concave position with the center of gravity of the triangle above the center of gravity, and a center of gravity is located at the upper end of the pillar 3. is integrally formed of reinforced concrete or steel concrete by a bottom plate 2 and a top plate 4 of similar shape, which are arranged to overlap vertically with the center of gravity of the bottom plate 2.

また、前記支柱3は底版3の各中線と同軸上に
立設されるとともに頂角部2c1に立設された支柱
3aが底辺2aの両角部2c2に立設された支柱3
bよりやや傾斜して立設されているため、防氷体
1を外洋方向に対して底版2の底辺2aと頂角2
c1とが夫々交互に位置するように斜辺2b同士を
対向状にして配列すると、第2図及び第3図に示
すように、支柱3が夫々交互に異つた傾斜で配列
された防氷体が構成される。
The support 3 is erected coaxially with each center line of the bottom plate 3, and the support 3a is erected at the top corner 2c 1 , and the support 3a is erected at both corners 2c 2 of the base 2a.
Since it is erected at a slight incline from b, the anti-icing body 1 is placed at the base 2a of the bottom plate 2 and the apex angle 2 with respect to the open ocean.
When arranging the hypotenuses 2b facing each other so that the columns 3 and 1 are arranged alternately, an anti-icing body is formed in which the struts 3 are arranged alternately at different inclinations, as shown in FIGS. 2 and 3. is configured.

また、前記底版2は二等辺三角形に限らず正三
角形に形成することも任意であり、各支柱3も
夫々ことな異る傾斜各で立設することも任意であ
る。
Further, the bottom plate 2 is not limited to an isosceles triangle, but may be formed into an equilateral triangle, and each of the supports 3 may also be erected at different inclinations.

さらに、防氷体1の配列も弯曲して配列するこ
ともできる。
Furthermore, the anti-icing bodies 1 can also be arranged in a curved manner.

また第4図に示す如く底版2の底面を凹凸状、
或いは底面全体に突起部5を設けることにより海
底の凹凸の変化に対応し、防氷体1が常に垂直状
に立設されるようにする。
In addition, as shown in FIG. 4, the bottom surface of the bottom plate 2 has an uneven shape.
Alternatively, by providing the protrusion 5 on the entire bottom surface, the anti-icing body 1 is always installed vertically in response to changes in the unevenness of the seabed.

また、他の実施例として底版2に複数の貫通孔
を散点状に配設することにより波作用時の揚圧力
を減じることができる。
Further, as another embodiment, by arranging a plurality of through holes in the bottom plate 2 in a scattered manner, the uplift force during wave action can be reduced.

次に、本発明の上記構成による防氷構造物の使
用方法と流氷の挙動について説明する。
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.

防氷構造物Aは防氷体1を外洋、すなわち流氷
mの侵入方向に対して底版2の頂角2a1と底辺部
2aとを交互に向けて必要な個数配置することに
より構成される。
The anti-icing structure A is constructed by arranging a necessary number of anti-icing bodies 1 with the apex angles 2a 1 and the bottom portions 2a of the bottom plates 2 facing alternately with respect to the open ocean, that is, the direction of intrusion of drift ice m.

そして、このように構成された防氷構造物Aに
対して押し寄せてきた流氷mは、頂角部2a1及び
底辺部両側の角部2a2に立設された支柱群に当接
するとともに、これらの支柱間に喰い込んでその
移動が止められるとともに頂版により該頂版を越
えて内側に入るのが防止され、さらに該移動が止
められた流氷mが新たな防氷ブロツクとなり、
次々に押し寄せてくる流氷をも止める役目を果す
ものである。
Then, the drift ice m that has pushed against the anti-icing structure A constructed in this way comes into contact with the groups of pillars erected at the top corner 2a 1 and the corners 2a 2 on both sides of the bottom, and at the same time, these It bites between the pillars of the ice m and stops its movement, and the top plate prevents it from going beyond the top plate and enters the inside, and the drift ice m whose movement is stopped becomes a new anti-icing block.
It also serves to stop the drift ice that is rushing in one after another.

また、本発明に係る防氷構造物Aは、形状緒元
及び配置間隔を海水工学の知見と構造物設計手法
に基づき合理的に決定することができる。
Moreover, the anti-icing structure A according to the present invention can have its shape specifications and arrangement intervals rationally determined based on knowledge of seawater engineering and structure design methods.

(発明の効果) 本発明は以上の様な構成にしたことにより下記
の効果を有する。
(Effects of the Invention) The present invention has the following effects by having the above configuration.

三角形の底版と頂版及びこれらの間に立設さ
れた支柱で形成された単位構造物な防氷体の形
成が施工性及び運搬性に富むので場所及び海底
等の条件を問わず容易に防氷構造内を構成する
ことができる。
The unit structure of the anti-icing body, which is formed by a triangular bottom plate, top plate, and pillars installed between them, is easy to construct and transport, so it can be easily prevented regardless of location or seabed conditions. can be formed within the ice structure.

防水体を外洋方向に対して底版の頂角部と底
辺部とが夫々交互に位置する状態に横状に配列
して坊氷構造物を構成したことにより、複雑か
つ不規則に傾斜する柱群を形成することができ
るので、押しよせる流氷を該柱群により完全に
ブロツクすることができるとともに該ブロツク
された流氷により他の流氷もブロツクすること
ができるので流氷の侵入を完全に防止する防水
構造物としての役目を充分に達成し得る。
By configuring the ice-boosting structure by arranging the waterproof bodies horizontally with the top corners and bottoms of the bottom plates alternately positioned toward the open sea, a complex and irregularly inclined column group is created. Since the column group can completely block the drift ice that is being pushed away, the blocked drift ice can also block other drift ice, so the waterproof structure completely prevents the intrusion of drift ice. It can fully fulfill its role as an object.

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

第1図は本発明の防氷構造物の平面図、第2図
は同正面図、第3図は使用状態側面図、第4図は
他の実施例の側面図、第5図は従来例を示す側面
図である。 A……防氷構造物、1……防氷体、2……底
版、2a……底辺部、2c……角部、3……支
柱、4……頂版。
Fig. 1 is a plan view of the anti-icing structure of the present invention, Fig. 2 is a front view thereof, Fig. 3 is a side view of the structure in use, Fig. 4 is a side view of another embodiment, and Fig. 5 is a conventional example. FIG. A... Anti-icing structure, 1... Anti-icing body, 2... Bottom plate, 2a... Bottom part, 2c... Corner part, 3... Support column, 4... Top plate.

Claims (1)

【特許請求の範囲】[Claims] 1 三角形の底版の各角部に夫々上方に向つて該
底版の中央部側に傾斜する支柱を立設するととも
に、これら支柱の上面に頂版を設けて防氷体を形
成し、該防氷体を外洋方向に対して前記底版の頂
角部と底辺部とが夫々交互に位置する状態に横状
に配列して構成したことを特徴とする防氷構造
物。
1 At each corner of a triangular bottom plate, support columns are erected that are inclined upward toward the center of the bottom plate, and a top plate is provided on the top surface of these supports to form an anti-icing body. 1. An anti-icing structure characterized in that the bodies are arranged horizontally in such a manner that the top corner portions and the bottom portions of the bottom plates are alternately located with respect to the open ocean direction.
JP17900387A 1987-07-20 1987-07-20 Ice-proof structure Granted JPS6424910A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17900387A JPS6424910A (en) 1987-07-20 1987-07-20 Ice-proof structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17900387A JPS6424910A (en) 1987-07-20 1987-07-20 Ice-proof structure

Publications (2)

Publication Number Publication Date
JPS6424910A JPS6424910A (en) 1989-01-26
JPH0346606B2 true JPH0346606B2 (en) 1991-07-16

Family

ID=16058416

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17900387A Granted JPS6424910A (en) 1987-07-20 1987-07-20 Ice-proof structure

Country Status (1)

Country Link
JP (1) JPS6424910A (en)

Also Published As

Publication number Publication date
JPS6424910A (en) 1989-01-26

Similar Documents

Publication Publication Date Title
JP4183862B2 (en) Artificial reef
JPH0346606B2 (en)
KR101841956B1 (en) Artificial Steel Reef of Tunnel Type
JP3662606B2 (en) Fish reef
JP3500321B2 (en) Ocean floating breakwater
JP3812857B2 (en) Artificial reef
JP3167116B2 (en) Floating structure for attracting waterfowl
CN219835059U (en) Oyster reef with steel support ceiling
JP4524443B2 (en) High-rise fish reef
CN220191844U (en) Ornamental near shore fish conservation reef
CN221104487U (en) Suspended disc broken stone accumulation attracting reef
KR102553808B1 (en) Artificial reef
JPS60176528A (en) Breeding apparatus
JP2829390B2 (en) Squid spawning reef covered block
JP2000350533A (en) Seaweed bed-growing type fishing bank
JP2003210065A (en) Simulated sea bottom ground, seaweed bed proliferation bank, method for setting seaweed bed proliferation bank and method for relocating seaweed bed proliferation bank
JP2002294655A (en) Sea bank for ecotone protection
JPS595310Y2 (en) Blocks for culturing sea urchins and shellfish
CN206713808U (en) Staircase-type fish multiplication framework reef
KR101315257B1 (en) Artificial reef
JPH0416128B2 (en)
JPS595309Y2 (en) fish reef
JPH0626501B2 (en) Structure for constructing fishing grounds
JPH0335096Y2 (en)
KR101282132B1 (en) Structures for oyster farming and method to install of same

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

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees