JPH0210938Y2 - - Google Patents

Info

Publication number
JPH0210938Y2
JPH0210938Y2 JP1984080207U JP8020784U JPH0210938Y2 JP H0210938 Y2 JPH0210938 Y2 JP H0210938Y2 JP 1984080207 U JP1984080207 U JP 1984080207U JP 8020784 U JP8020784 U JP 8020784U JP H0210938 Y2 JPH0210938 Y2 JP H0210938Y2
Authority
JP
Japan
Prior art keywords
concrete block
tubular body
block body
concrete
seabed
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
JP1984080207U
Other languages
Japanese (ja)
Other versions
JPS60191170U (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 JP1984080207U priority Critical patent/JPS60191170U/en
Publication of JPS60191170U publication Critical patent/JPS60191170U/en
Application granted granted Critical
Publication of JPH0210938Y2 publication Critical patent/JPH0210938Y2/ja
Granted legal-status Critical Current

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Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/80Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
    • Y02A40/81Aquaculture, e.g. of fish

Landscapes

  • Artificial Fish Reefs (AREA)
  • Cultivation Of Seaweed (AREA)
  • Farming Of Fish And Shellfish (AREA)

Description

【考案の詳細な説明】 本考案はコンクリートブロツクことに養殖施設
固定用のコンクリートブロツクに関する。
[Detailed Description of the Invention] The present invention relates to a concrete block, and more particularly to a concrete block for fixing an aquaculture facility.

ワカメ、昆布等の海草類やサケ、ハマチ等の魚
類の養殖施設は長期間にわたり海中に固定設置さ
れ、荒天時に施設の移動は不可能であることか
ら、波浪や海流によるエネルギが生み出す大きな
力を考慮して施設自体の固定力を大きくする必要
がある。
Aquaculture facilities for seaweeds such as wakame and kelp, and fish such as salmon and yellowtail are fixedly installed in the sea for long periods of time, and cannot be moved during stormy weather. Therefore, consideration should be given to the large force generated by energy from waves and ocean currents. It is necessary to increase the fixing force of the facility itself.

この養殖施設の固定手段として、コンクリート
ブロツクが従来より汎用されている。コンクリー
トブロツクは、材料費が安価である点、使用現場
近くで容易に製作できる点、定置網用土俵、砂
袋、つめ錨などと異なり海底と錨綱間の角度が大
きくても固定力低下が少なく、錨綱を短くでき、
かつ養殖海面も有効に利用できる点などにメリツ
トがある。
Concrete blocks have conventionally been used as a fixing means for this aquaculture facility. Concrete blocks have low material costs, can be easily manufactured near the site of use, and unlike fixed net rings, sand bags, claw anchors, etc., there is little loss of fixing force even when the angle between the seabed and the anchor line is large. , the anchor line can be shortened,
Another advantage is that the sea surface for aquaculture can be used effectively.

しかし、従来のこの種コンクリートブロツク
は、単に立方体状等に構成され、上部に錨綱連結
部材を固設し、海底に設置するだけであつたた
め、次のような問題があつた。
However, conventional concrete blocks of this kind have been simply constructed in the shape of a cube, have an anchor cable connecting member fixedly attached to the top, and are simply installed on the seabed, which has caused the following problems.

すなわち、コンクリートの比重は2.5程度で、
錨の固定力がその水中重量に比例することを考え
ると、大きな固定力を得るためには大型のものが
必要となる。また、養殖は水深50m以浅の海面を
利用する場合が多く、発生する波浪は浅海波に属
するものではあるが、海底の流れ等とあいまつて
沈設されたブロツク周囲の砂、泥を流出させる。
従来のコンクリートブロツクは大型化してもこの
現象に効果がないため傾斜転倒して錨綱の切断事
故が発生しやすい。また、ブロツクの傾斜は摩擦
係数を変化させ、固定能力低下をもたらし所期の
力が得られないことから、養殖施設の局部的移動
が発生し、施設全体の事故を誘発するおそれもあ
る。
In other words, the specific gravity of concrete is about 2.5,
Considering that the anchoring force of an anchor is proportional to its underwater weight, a large anchor is required to obtain a large anchoring force. In addition, aquaculture often uses the sea surface at a depth of 50 meters or less, and although the waves generated are shallow sea waves, they combine with ocean floor currents to wash away the sand and mud around the sunken blocks.
Conventional concrete blocks have no effect on this phenomenon even if they are made larger, so they tend to tip over and cause anchor rope breakage accidents. In addition, the inclination of the blocks changes the coefficient of friction, reducing the fixing ability and making it impossible to obtain the desired force, which may cause local movement of the aquaculture facility and cause an accident involving the entire facility.

なおコンクリートブロツクに関して、実開昭58
−1617号公報にね平面正方形のブロツク本体の4
隅に脚部を形成する一方、上面には中央に突台を
形成し、脚部間の縁部に凹部を、また突台とその
両側部位に流通孔を形成したものが提案されてい
る。これによれば、脚部間の開口と流通孔を通し
て波が流通するため、消波や養殖用の水流形成に
はそれなりの効果があるものの、4隅の脚部で海
底に接地するだけであるため傾斜しやすくこれに
より錨綱が切断されたり、摩擦係数が変化し、し
たがつて固定力が弱い。そのため、構造が複雑で
製作コストがかかるにもかかわらず養殖施設の固
定用としては実用性が乏しいという問題があつ
た。
Regarding concrete blocks, it was
-4 of the block body with a square plane in the publication No. 1617
It has been proposed that legs are formed at the corners, a protrusion is formed in the center of the top surface, a recess is formed at the edge between the legs, and communication holes are formed in the protrusion and both sides of the protrusion. According to this, the waves flow through the openings between the legs and through the circulation holes, which has some effect on dissipating waves and forming water currents for aquaculture, but it only touches the seabed at the four corner legs. Therefore, it tends to tilt, which can cause the anchor rope to break or change the coefficient of friction, resulting in a weak fixing force. Therefore, despite the complicated structure and high production costs, there was a problem that it was not practical for use as a fixing device for aquaculture facilities.

本考案は上記のような従来の養殖施設固定用コ
ンクリートブロツクの問題点を解消し、比較的小
型かつ簡単な構造により固定力が高く、水流によ
る周囲の砂泥流失に基く傾斜転倒を有効に防止で
きるコンクリートブロツクを提供することを目的
とする。
This invention solves the problems of conventional concrete blocks for fixing aquaculture facilities as mentioned above, has a relatively small and simple structure, has a high fixing force, and effectively prevents tilting and overturning due to surrounding sand and mud being washed away by water currents. The purpose is to provide concrete blocks that can be used.

この目的を達成するため本考案は、養殖施設の
固定手段として海底に設置されるコンクリートブ
ロツクにおいて、コンクリートブロツク本体上部
に錨綱連結用のリングを設けだけでなく、底部に
囲壁を有せしめるように凹入部を形成し、さらに
コンクリートブロツク本体には、後端がコンクリ
ートブロツク本体から突出し先端が凹入部に到る
流体圧入用の管状体を設け、かつこの管状体と異
なる位置に、一端が凹入部に通じ管状体から噴出
された流体で洗掘された凹入部内の砂泥を外部に
排出するための貫通孔を設けたものである。
In order to achieve this purpose, the present invention is a concrete block that is installed on the seabed as a means of securing an aquaculture facility.In addition to providing a ring for connecting the anchor cable on the top of the concrete block body, the present invention also includes a surrounding wall at the bottom. A recess is formed, and the concrete block body is further provided with a tubular body for fluid pressure injection whose rear end protrudes from the concrete block body and whose tip reaches the recess, and at a different position from this tubular body, one end is formed into the recess. A through hole is provided for draining the sand and mud inside the recess, which has been scoured by the fluid ejected from the tubular body, to the outside.

以下本考案の実施例を添付図面に基いて説明す
る。
Embodiments of the present invention will be described below with reference to the accompanying drawings.

第1図ないし第4図は本考案に係るコンクリー
トブロツクの一実施例を示すもので、Aは本考案
のコンクリートブロツク、Bは海底である。1は
コンクリートブロツク本体であり、立方体状その
他の任意形状に構成されている。
1 to 4 show an embodiment of the concrete block according to the present invention, where A is the concrete block of the present invention and B is the seabed. Reference numeral 1 denotes a concrete block main body, which is configured into a cube or other arbitrary shape.

2は前記コンクリートブロツク本体1の底部に
設けた所要深さの凹入部であり、まわりには囲壁
6が形成される。3はコンクリートブロツク本体
1の適所たとえばほぼ中央部に設けられた貫通孔
で、一端が凹入部2に通じ、他端がコンクリート
ブロツク本体上面に開口されている。
Reference numeral 2 denotes a recessed portion of a required depth provided at the bottom of the concrete block main body 1, around which a surrounding wall 6 is formed. Reference numeral 3 denotes a through hole provided at a suitable location, for example, approximately at the center of the concrete block body 1, one end of which communicates with the recessed portion 2, and the other end opening into the upper surface of the concrete block body.

4は後端がブロツク本体より突出する流体圧入
用の管状体である。この管状体4は、凹入部2の
入口レベルすなわちコンクリートブロツク本体1
の底面7のレベルと同等かそれ以上に突出してい
ることが好ましい。管状体4は図示のごとくコン
クリートブロツク本体1の高さ方向を貫通してい
ることが望ましいが、場合によつてはコンクリー
トブロツク本体1の側壁位置から導出されてもよ
い。
4 is a tubular body for press-fitting fluid whose rear end protrudes from the block body. This tubular body 4 is located at the entrance level of the recess 2, that is, at the concrete block body 1.
It is preferable that the protrusion is equal to or higher than the level of the bottom surface 7 of the. It is preferable that the tubular body 4 penetrates the concrete block body 1 in the height direction as shown in the figure, but it may be led out from the side wall of the concrete block body 1 in some cases.

管状体4はコンクリートブロツク本体1の成形
時に一体に貫設してもよいし、あるいはコンクリ
ートブロツク本体1に貫装孔を形成しておき、要
時に貫着してもよい。
The tubular body 4 may be inserted integrally into the concrete block main body 1 during molding, or a through hole may be formed in the concrete block main body 1 and the tubular member 4 may be inserted through the concrete block main body 1 when necessary.

貫通孔3と管状体4は必要に応じ複数個設けら
れていてもよく、また、管状体4は後端に流体供
給管を接続するための接続部を設けておいてもよ
い。
A plurality of through holes 3 and tubular bodies 4 may be provided as necessary, and the tubular body 4 may be provided with a connecting portion for connecting a fluid supply pipe at the rear end.

5はコンクリートブロツク本体1の上部に設け
られた錨綱連結用のリングである。
Reference numeral 5 denotes a ring for connecting an anchor cable provided on the upper part of the concrete block body 1.

次に本考案のコンクリートブロツクの使用方法
と作用を説明する。
Next, the usage and operation of the concrete block of the present invention will be explained.

本考案によるコンクリートブロツクAは船舶C
に積載し所定海面に運び、管状体4の後端に送水
管などの流体導管8を接続したのち、第5図のよ
うにコンクリートブロツク本体1をクレーン等の
適宜の手段により吊下げて海底Bに定置させる。
錨綱も流体導管と同様に船上でリング5に連結し
ておく。
Concrete block A according to this invention is a ship C
After the concrete block body 1 is loaded onto the concrete block and transported to a predetermined sea surface, and a fluid conduit 8 such as a water pipe is connected to the rear end of the tubular body 4, the concrete block body 1 is suspended by an appropriate means such as a crane and sent to the seabed B. Place it in place.
The anchor rope is also connected to the ring 5 on board the ship in the same way as the fluid conduit.

コンクリートブロツク本体1の着底を確認した
後、流体導管8を船上のポンプ類(図示せず))
に接続し、ポンプ類を作動させて流体たとえば海
水を圧送する。
After confirming that the concrete block body 1 has landed on the bottom, the fluid conduit 8 is connected to the pumps (not shown) on the ship.
Connect it to the pump and operate the pumps to forcefully pump fluid such as seawater.

こうすれば、流体は流体導管8から管状体4に
供給され、管状体4の先端がコンクリートブロツ
ク本体1の底部に設けた凹入部2に到つているこ
とから、この凹入部2内での流体の噴出圧によ
り、第6図のように、コンクリートブロツク本体
1の底にある砂、泥が舞上げられ、凹入部2に開
口している貫通孔3から外部に排出される。従つ
て、流体圧送を所要時間継続することにより、コ
ンクリートブロツク本体1の直下にある砂泥層
B′の消失によりコンクリートブロツク本体1は
自重により所要深さ分埋設される。所定深さの埋
設が終つたら流体導管8の接続を外す。
In this way, the fluid is supplied from the fluid conduit 8 to the tubular body 4, and since the tip of the tubular body 4 has reached the recess 2 provided at the bottom of the concrete block body 1, the fluid in the recess 2 is As shown in FIG. 6, sand and mud at the bottom of the concrete block body 1 are thrown up by the ejection pressure and are discharged to the outside from the through hole 3 opening in the recessed part 2. Therefore, by continuing the fluid pumping for the required time, the sand and mud layer directly under the concrete block body 1 is removed.
Due to the disappearance of B', the concrete block body 1 is buried to the required depth due to its own weight. After embedding to a predetermined depth, the fluid conduit 8 is disconnected.

このようにコンクリートブロツク本体1が単に
海底に着底されるのでなく、ブロツクの底部域が
海底に埋設されることから、海底に水流があつて
ブロツク周囲の砂泥の流出現象が生じても、コン
クリートブロツク本体1の傾斜や転倒が起りにく
くなり、良好な固定能力を維持できる。
In this way, the concrete block main body 1 is not simply placed on the seabed, but the bottom area of the block is buried in the seabed, so even if a water current hits the seabed and the sand and mud around the block is washed away, The concrete block body 1 is less likely to tilt or fall, and good fixing ability can be maintained.

そして、周囲の砂泥の流出が多くなつたときに
は、管状体4により流体を圧入してやればよく、
これにより再びコンクリートブロツク本体1の直
下の砂泥が洗掘され、傾斜転倒防止能力が回復さ
れる。
When the outflow of surrounding sand and mud increases, fluid can be forced into the tubular body 4.
As a result, the sand and mud immediately below the concrete block main body 1 are scoured again, and the ability to prevent tilting and falling is restored.

本考案者により実地に検討した結果は次のとお
りである。長さL=3.7m、幅W=2.7m、高さH
=1.5mのコンクリートブロツク本体に、長さl
=2.5m、幅w=1.8m、深さh=0.1mの凹入部を
設け、コンクリートブロツク本体のほぼ中央部に
径0.2mの貫通孔を形成し、この外周から0.1mの
位置に、管状体として外径30mm、肉厚0.5mmのパ
イプ(ガス管)を、先端がコンクリートブロツク
本体の底部より0.2m突出するように設け、内部
に補強用ナイロンロープ40mm径を挿入した径1000
mmの自動車タイヤを利用したリングを設け、重量
約30トンのコンクリートブロツクを得た。
The results of a practical study conducted by the inventor are as follows. Length L = 3.7m, Width W = 2.7m, Height H
= 1.5m concrete block body, length l
= 2.5 m, width w = 1.8 m, depth h = 0.1 m, a through hole with a diameter of 0.2 m is formed approximately in the center of the concrete block body, and a tubular hole is formed at a position 0.1 m from the outer periphery. A pipe (gas pipe) with an outer diameter of 30 mm and a wall thickness of 0.5 mm is installed so that the tip protrudes 0.2 m from the bottom of the concrete block body, and a nylon rope with a diameter of 40 mm for reinforcement is inserted inside.
A concrete block weighing approximately 30 tons was obtained by installing a ring using a mm car tire.

このコンクリートブロツクを海底に設置し、5
気圧の圧力で海水を圧送して管状体から噴出させ
てみた。そして、錨綱を水深の2倍、錨綱の角度
45゜とし固定力を測定した。
Place this concrete block on the ocean floor,
I tried pumping seawater using atmospheric pressure and ejecting it from a tubular body. Then, hold the anchor rope twice as deep as the water depth, and set the angle of the anchor rope to twice the depth of the water.
The fixing force was measured at 45°.

その結果同一重量の従来型コンクリートブロツ
クの固定力が18tであるのに対し、本考案による
コンクリートブロツクは30tであり、約1.7倍もの
良好な固定力が得られていた。このことから、本
考案は同じ固定力を小型なもので得ることができ
ることがわかる。
As a result, while the fixing force of a conventional concrete block of the same weight was 18 tons, the concrete block of the present invention had a fixing force of 30 tons, which was about 1.7 times better. This shows that the present invention can provide the same fixing force with a smaller device.

以上説明した本考案によるときには、コンクリ
ートブロツク本体1上部に錨綱連結用のリング5
を設けて海底とつなぐだけでなく、底部に囲壁6
を有せしめるように凹入部2を形成し、この凹入
部2に先端が到り後端がコンクリートブロツク本
体1から突出する流体圧入用の管状体4を設け、
かつこの管状体4と異なる位置に、一端が凹入部
2に通じ管状体4から噴出された流体で洗掘され
た凹入部内の砂泥を外部に排出するための貫通孔
3を設けたので、凹入部2の下にある砂泥を集中
的かつ効率的に排出することができ、これにより
コンクリートブロツクの自重とあいまつて囲壁部
および凹入部を含むコンクリートブロツク本体1
の底部域を海底に安定的に埋設することができ
る。このため、海底の水流によりブロツク周囲の
砂泥の流出現象が生じてもコンクリートブロツク
の傾斜や転倒が起こらず、小型でありながら良好
な固定力を発揮することができる。しかも構造も
簡単で比較的安価に製作できるという優れた効果
が得られる。
According to the present invention explained above, the ring 5 for connecting the anchor rope is attached to the upper part of the concrete block body 1.
In addition to connecting it to the seabed by installing a wall 6 at the bottom,
A recessed part 2 is formed so as to have the following properties, and a tubular body 4 for press-fitting fluid is provided, the tip of which reaches the recessed part 2 and the rear end of which protrudes from the concrete block main body 1.
In addition, a through hole 3 is provided at a position different from the tubular body 4, with one end leading to the concave part 2 and for discharging to the outside the sand and mud in the concave part scoured by the fluid ejected from the tubular body 4. , the sand and mud under the recessed part 2 can be intensively and efficiently discharged, and this together with the concrete block's own weight can cause the concrete block main body 1 including the surrounding wall part and the recessed part to
The bottom area of the vessel can be stably buried in the seabed. Therefore, even if the sand and mud around the block is washed away by water currents on the seabed, the concrete block will not tilt or overturn, and it can exhibit good fixing force despite its small size. Moreover, it has a simple structure and can be manufactured at a relatively low cost, which is an excellent effect.

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

第1図は本考案に係るコンクリートブロツクの
使用状態を示す断面図、第2図は本考案コンクリ
ートブロツクの一例を示す平面図、第3図は第2
図−線にそう断面図、第4図は第2図−
線にそう断面図、第5図と第6図は本考案コンク
リートブロツクの沈設過程を例示する説明図であ
る。 1……コンクリートブロツク本体、2……凹入
部、3……貫通孔、4……管状体、5……リン
グ、6……囲壁。
Fig. 1 is a sectional view showing how the concrete block according to the invention is used, Fig. 2 is a plan view showing an example of the concrete block according to the invention, and Fig. 3 is a sectional view showing the concrete block according to the invention.
Figure - Sectional view along the line, Figure 4 is Figure 2 -
5 and 6 are explanatory diagrams illustrating the process of sinking the concrete block of the present invention. DESCRIPTION OF SYMBOLS 1... Concrete block main body, 2... Recessed part, 3... Through hole, 4... Tubular body, 5... Ring, 6... Surrounding wall.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 養殖施設の固定手段として海底に設置されるコ
ンクリートブロツクにおいて、コンクリートブロ
ツク本体1上部に錨綱連結用のリング5を設ける
一方、底部には囲壁6を有せしめるように凹入部
2を形成し、さらにコンクリートブロツク本体1
には、後端がコンクリートブロツク本体1から突
出し先端が凹入部2に到る流体圧入用の管状体4
を設け、かつこの管状体4と異なる位置に、一端
が凹入部2に通じ管状体4から噴出された流体で
洗掘された凹入部内の砂泥を外部に排出するため
の貫通孔3を設けたことを特徴とするコンクリー
トブロツク。
In a concrete block installed on the seabed as a means of fixing an aquaculture facility, a ring 5 for connecting an anchor cable is provided on the upper part of the concrete block body 1, and a recessed part 2 is formed in the bottom part so as to have a surrounding wall 6. Concrete block body 1
, there is a tubular body 4 for press-fitting fluid whose rear end protrudes from the concrete block body 1 and whose tip reaches the recessed part 2.
A through hole 3 is provided at a position different from the tubular body 4, and one end of which is connected to the concave part 2 and for discharging sand and mud in the concave part scoured by the fluid ejected from the tubular body 4 to the outside. A concrete block characterized by the following:
JP1984080207U 1984-05-30 1984-05-30 concrete block Granted JPS60191170U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1984080207U JPS60191170U (en) 1984-05-30 1984-05-30 concrete block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1984080207U JPS60191170U (en) 1984-05-30 1984-05-30 concrete block

Publications (2)

Publication Number Publication Date
JPS60191170U JPS60191170U (en) 1985-12-18
JPH0210938Y2 true JPH0210938Y2 (en) 1990-03-19

Family

ID=30625839

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1984080207U Granted JPS60191170U (en) 1984-05-30 1984-05-30 concrete block

Country Status (1)

Country Link
JP (1) JPS60191170U (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS568972U (en) * 1979-07-02 1981-01-26
JPS581617U (en) * 1981-06-22 1983-01-07 株式会社水工建 concrete block

Also Published As

Publication number Publication date
JPS60191170U (en) 1985-12-18

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