JPH0348258Y2 - - Google Patents

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Publication number
JPH0348258Y2
JPH0348258Y2 JP10805286U JP10805286U JPH0348258Y2 JP H0348258 Y2 JPH0348258 Y2 JP H0348258Y2 JP 10805286 U JP10805286 U JP 10805286U JP 10805286 U JP10805286 U JP 10805286U JP H0348258 Y2 JPH0348258 Y2 JP H0348258Y2
Authority
JP
Japan
Prior art keywords
ice
pillars
hollow
row
breakwater
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
JP10805286U
Other languages
Japanese (ja)
Other versions
JPS6318542U (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 JP10805286U priority Critical patent/JPH0348258Y2/ja
Publication of JPS6318542U publication Critical patent/JPS6318542U/ja
Application granted granted Critical
Publication of JPH0348258Y2 publication Critical patent/JPH0348258Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〔考案の技術分野〕 本考案は主として中水深用の流氷域に適用され
る浮遊式防氷堤に関するものである。
[Detailed Description of the Invention] [Technical Field of the Invention] The present invention relates to a floating ice breakwater mainly applied to drift ice areas of medium depth.

〔従来技術〕[Prior art]

従来、流氷域に使用される防氷堤としては、第
3図及び第4図に示すように、水深H=4〜5m
程度の沿岸に、流氷方向Fに対して傾斜した柱材
7の下部を海底Bに固設した固定防氷堤が使用さ
れており、この場合、流氷方向Fからこの柱材7
に押し寄せる流氷力を水平方向の成分FHと垂直
方向の成分FVとに分散させるようになつている。
Conventionally, ice breakwaters used in drift ice areas have a water depth of 4 to 5 m, as shown in Figures 3 and 4.
A fixed ice break in which the lower part of the column 7 inclined with respect to the drift ice direction F is fixed to the seabed B is used on the coast of 2000.
It is designed to disperse the force of the ice floes pushing against the ground into a horizontal component FH and a vertical component FV .

しかしながら、上記のごとき固定式防氷堤は水
深4〜5m程度の浅海用には実績があるが、例え
ば水深10m以上の中水深に応用することは、技術
的に可能であるが、コスト的には水深の2乗程度
で増加するため不経済であるという問題があつ
た。
However, although fixed ice breakwaters such as those described above have a proven track record for use in shallow waters at a depth of 4 to 5 m, it is technically possible to apply them to medium-water depths of 10 m or more, but it is not cost-effective. There was a problem that it was uneconomical because the amount of water increases as the square of the water depth.

〔考案の目的〕[Purpose of invention]

本考案は前記従来の問題点を解消するためにな
されたものであり、水深に影響されずコストを最
小にしながら流氷を止めうる浮遊式防氷堤を提供
することを目的としたものである。
The present invention has been made to solve the above-mentioned conventional problems, and aims to provide a floating ice breakwater that is not affected by water depth and can stop drift ice while minimizing costs.

〔考案の構成〕[Structure of the idea]

上記の目的を達成するため、本考案の浮遊式防
氷堤は、海底に固定されたアンカーにチエーンを
介して流氷方向に直角な水平方向に係留される中
実柱材上に、浮力を有する中空柱材を複数個、等
間隔に立設した水中構造物列の2列以上を、一方
の列の各中空柱材が他方の列の各中空柱材の中間
に位置するように配設すると共に、各列の中空柱
材同志の上下を斜柱材でそれぞれ連結することに
より構成される。
In order to achieve the above objective, the floating ice breakwater of the present invention has buoyancy on solid pillars that are moored horizontally perpendicular to the direction of the drifting ice via chains to anchors fixed to the seabed. Two or more rows of underwater structures in which a plurality of hollow pillars are erected at equal intervals are arranged so that each hollow pillar in one row is located between each hollow pillar in the other row. In addition, it is constructed by connecting the upper and lower parts of each row of hollow pillars with diagonal pillars.

〔実施例〕〔Example〕

以下図面を参照して本考案の実施例を説明する
が、第1図は本考案の一実施例における浮遊式防
氷堤の平面図、第2図は第1図の側面図である。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a plan view of a floating ice breakwater according to an embodiment of the present invention, and FIG. 2 is a side view of FIG. 1.

まず、この浮遊式防氷堤は第1図に示すごとく
流氷方向Fに対して直角な水平方向に設けられ、
かつ内部にコンクリート等を充填したパイプ等か
らなる中実柱材4上に、等間隔に垂直方向に立設
した浮力を有する中空柱材1を複数個設けてなる
2列の水中構造物列X,Yから構成されており、
各水中構造物列X,Yの中実柱材4は、第2図に
示すごとく、それぞれ海底Bに穴明け後水中コン
クリートにより固定されたアンカー6にチエーン
5を介して適宜な水深に係留されている。
First, this floating ice breakwater is installed in a horizontal direction perpendicular to the drift ice direction F, as shown in Figure 1.
Two rows of underwater structure rows , Y,
As shown in FIG. 2, the solid pillars 4 of each underwater structure row X, Y are moored at an appropriate water depth via a chain 5 to an anchor 6 fixed with underwater concrete after drilling a hole in the seabed B. ing.

次に、上記2列の水中構造物列X,Yの一方の
列の各中空柱材1が他方の例の各中空柱材1の中
間に位置するように、第1図に示すごとく千鳥状
に配設されている。
Next, as shown in FIG. 1, the hollow pillars 1 in one of the two underwater structure rows X and Y are located in the middle of the hollow pillars 1 in the other example, in a staggered manner. It is located in

更に、水中構造物列X,Yの各列の中空柱材1
同志の上下を上部の斜材2及び下部の斜材3でそ
れぞれ連結している。
Furthermore, the hollow column material 1 of each row of underwater structure rows X and Y
The upper and lower parts of the same are connected by an upper diagonal member 2 and a lower diagonal member 3, respectively.

以上の構成からなる本考案の浮遊式防氷堤は、
中空柱材1の浮力と、その底部に固設された水平
の中実柱材4のおもりとしての機能とにより流氷
8の流氷力に対する耐抗力を有するものであり、
例えば水深10m以上の中水深用の防氷堤として充
分使用できる。
The floating ice breakwater of the present invention, which has the above configuration,
It has resistance against the drift ice force of the drift ice 8 due to the buoyancy of the hollow pillar 1 and the function of the horizontal solid pillar 4 fixed at the bottom as a weight,
For example, it can be fully used as an ice break in medium water depths of 10 m or more.

一般に、防氷堤の目的は、海岸の魚介類、或い
はそれらの養殖施設の保護であり、氷厚が、例え
ば50cm以上の大きな氷盤の流入を防ぐことであり
る。従つて、中空柱材1の 柱間隔を氷厚の約7
倍(実験及び調査の結果)以下にすれば、50cm以
上の氷厚の氷盤の流入を防ぐことができる。
Generally, the purpose of an ice breakwater is to protect coastal fish and shellfish or their aquaculture facilities, and to prevent the inflow of large ice floes with an ice thickness of, for example, 50 cm or more. Therefore, the column spacing of hollow column material 1 should be approximately 7 times the ice thickness.
By doubling the amount (according to experimental and survey results), it is possible to prevent ice floes with a thickness of 50 cm or more from flowing in.

なお、本実施例では2列の水中構造物列X,Y
としたが、流氷の状況に応じ2列以上にすること
もできる。
In this example, two underwater structure rows X and Y
However, it is also possible to have two or more rows depending on the drift ice situation.

〔考案の効果〕[Effect of idea]

以上に説明したごとく、本考案の浮遊式防氷堤
は、中水深用の防氷堤としてもその水深に影響さ
れずに適用可能であり、しかも最小の設備コスト
にて流氷を止めることができると共に、浮遊式で
あるのでその海底周囲の環境を破壊することもな
く、しかも波力の影響も少ないという利点があ
る。
As explained above, the floating ice breakwater of the present invention can be applied as a medium-depth ice break without being affected by the water depth, and can stop drift ice with minimal equipment cost. Additionally, since it is a floating type, it does not destroy the environment around the seabed and has the advantage of being less affected by wave power.

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

第1図は本考案の一実施例における浮遊式防氷
堤の平面図、第2図は第1図の側面図、第3図及
び第4図は従来の固定式防氷堤の説明用の側面図
である。 1……中空柱材、2,3……斜材、4……中実
柱材、5……チエーン、6……アンカー、B……
海底、F……流氷方向、X,Y……水中構造物
列。
Fig. 1 is a plan view of a floating ice breakwater according to an embodiment of the present invention, Fig. 2 is a side view of Fig. 1, and Figs. 3 and 4 are illustrations of conventional fixed ice breakwaters. FIG. 1... Hollow column material, 2, 3... Diagonal material, 4... Solid column material, 5... Chain, 6... Anchor, B...
Seabed, F...Drift ice direction, X, Y...Underwater structure array.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 海底に固定されたアンカーにチエーンを介して
流氷方向に直角な水平方向に係留される中実柱材
上に、浮力を有する中空柱材を複数個、等間隔に
立設した水中構造物列の2列以上を、一方の列の
各中空柱材が他方の列の各中空柱材の中間に位置
するように配設すると共に、各列の中空柱材同志
の上下を斜柱材でそれぞれ連結した浮遊式防氷
堤。
An underwater structure array in which multiple buoyant hollow pillars are erected at equal intervals on solid pillars that are moored horizontally perpendicular to the direction of the drift ice via chains to anchors fixed to the seabed. Two or more rows are arranged so that each hollow pillar in one row is located between each hollow pillar in the other row, and the top and bottom of each row of hollow pillars are connected by diagonal pillars. A floating ice break.
JP10805286U 1986-07-16 1986-07-16 Expired JPH0348258Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10805286U JPH0348258Y2 (en) 1986-07-16 1986-07-16

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10805286U JPH0348258Y2 (en) 1986-07-16 1986-07-16

Publications (2)

Publication Number Publication Date
JPS6318542U JPS6318542U (en) 1988-02-06
JPH0348258Y2 true JPH0348258Y2 (en) 1991-10-15

Family

ID=30984891

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10805286U Expired JPH0348258Y2 (en) 1986-07-16 1986-07-16

Country Status (1)

Country Link
JP (1) JPH0348258Y2 (en)

Also Published As

Publication number Publication date
JPS6318542U (en) 1988-02-06

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