JPH0646793Y2 - Anchor structure - Google Patents
Anchor structureInfo
- Publication number
- JPH0646793Y2 JPH0646793Y2 JP6737689U JP6737689U JPH0646793Y2 JP H0646793 Y2 JPH0646793 Y2 JP H0646793Y2 JP 6737689 U JP6737689 U JP 6737689U JP 6737689 U JP6737689 U JP 6737689U JP H0646793 Y2 JPH0646793 Y2 JP H0646793Y2
- Authority
- JP
- Japan
- Prior art keywords
- anchor
- anchors
- shackle
- work
- buoy system
- 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 - Lifetime
Links
- 238000010586 diagram Methods 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Ropes Or Cables (AREA)
- Revetment (AREA)
Description
【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、ブイシステムを繋留するための海底に敷設
するアンカー構造、特に所望の水中重量に変更可能に構
成された分割型のアンカー構造に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to an anchor structure laid on the seabed for anchoring a buoy system, and more particularly to a split type anchor structure configured to be changeable to a desired underwater weight. It is a thing.
従来、この種のアンカーとしては、ブイシステムを作業
船上から海中に投入し、海底に沈設、繋留するに必要な
水中重量を有すると共に、その大きさ、形状はなるべく
流体抵抗を小さくかつコンパクトに形成した一体構造の
ものとして製作されたものが使用されていた。Conventionally, this type of anchor has the underwater weight necessary to put the buoy system into the sea from the work boat, sink it to the sea floor, and moor it, and its size and shape should be as compact and fluid resistance as possible. The one manufactured as an integrated structure was used.
第2図は海底に沈設、繋留されたブイシステムを示す概
要図で、一体構造のアンカー1が海底に沈設され、アン
カー1に繋留ロープ2で音響機器等3が連結され、か
つ、海面に浮揚したブイ4によって水中に繋留されてい
る。Fig. 2 is a schematic diagram showing a buoy system that is sunk and moored on the sea floor. An anchor 1 with an integral structure is sunk on the sea floor, and an anchor 1 is connected with an audio device 3 by a mooring rope 2 and levitated to the sea surface. It is anchored in the water by the buoy 4.
第3図はこのようなブイシステムに使用されたアンカー
の構造を示す外観斜視図であり、アンカー1は本体1aの
上部に連結フック1bが一体に設けられていた。FIG. 3 is an external perspective view showing a structure of an anchor used in such a buoy system, and the anchor 1 has a connecting hook 1b integrally provided on an upper portion of a main body 1a.
しかしながら、上記構成のアンカー装置では、ブイシス
テムが大型化すると、使用するアンカーも大型でかつ大
きな水中重量のものが必要になり、格納庫への搬出入、
作業船への積込作業及び格納庫から作業船の甲板上に設
定されたアンカー投入作業場所への移動が容易に実施で
きないという欠点があった。したがって、このような作
業を実施するためには、作業船にクレーンの設置や運搬
治具等の付属設備が必要になり、ブイシステムを運用す
るための費用が大幅に高くなるという問題点があり、
又、アンカーが一体化されているため、敷設現場に出航
後、アンカーの水中重量を変更することができないとい
った欠点もあった。However, in the anchor device having the above configuration, when the buoy system becomes large, the anchor to be used also needs to have a large size and a large underwater weight.
There is a drawback that loading work on the work boat and moving from the hangar to the anchor loading work place set on the deck of the work boat cannot be easily performed. Therefore, in order to carry out such work, it is necessary to install a crane on the work ship and ancillary equipment such as a transportation jig, which causes a problem that the cost for operating the buoy system is significantly increased. ,
Further, since the anchor is integrated, there is a drawback that the underwater weight of the anchor cannot be changed after sailing to the laying site.
本考案は、このような従来技術が有していた問題点に鑑
みてなされたもので、特殊な設備を使用せず一人で必要
な場所まで容易に移動できる構造のアンカーを提供する
ことを目的とするものである。The present invention has been made in view of the problems of the conventional technique, and an object thereof is to provide an anchor having a structure that can be easily moved to a necessary place by one person without using special equipment. It is what
上記目的を達成するために、本考案のアンカー構造は、
海底に敷設し、ブイシステムを繋留するアンカーにおい
て、チェーンからなるアンカー単体を所定重量が得られ
るように複数本並設し、この並設したアンカー単体群を
連結索でのれん状に連結し、この連結索の結合端にシャ
ックルを取り付けたものである。In order to achieve the above object, the anchor structure of the present invention comprises:
For anchors laid on the seabed and anchoring a buoy system, multiple anchors consisting of chains are installed side by side so that a predetermined weight can be obtained, and the groups of anchors that are installed side by side are connected in the shape of goodwill with connecting lines. A shackle is attached to the connecting end of the connecting line.
そして、この連結索は両端に連結輪を設けて、一方の連
結輪に他方の連結輪を挿通し、この突出した他方の連結
輪にシャックルを取り付けるように構成することが好ま
しい。It is preferable that the connecting cords are provided with connecting wheels at both ends, one connecting wheel is inserted through the other connecting wheel, and the shackle is attached to the protruding other connecting wheel.
本考案によれば、以上のようにアンカーを構成したの
で、ブイシステムの作動時には、上方のブイ及び下方の
アンカーにより上下方向の張力が発生するため、連結索
はアンカー単体群を緊締するように働く。又、分解組立
が容易にできるようになり、アンカー単体の数量を増減
することによって、所望の水中重量のアンカーが容易に
得られるようになり、又、作業員一人でも、分解するこ
とにより、格納庫への搬出入、作業船への積込み等の作
業が容易にできるようになる。さらに、敷設現場に出航
後でも、アンカーの水中重量を変更することが可能にな
る。したがって、作業船にクレーンの設置や運搬治具等
の付属設備が浮揚になり、ブイシステムの運用費用が大
幅に節減されるようになるため、前記問題点が除去され
るようになる。According to the present invention, since the anchor is constructed as described above, when the buoy system is activated, the upper buoy and the lower anchor generate vertical tension, so that the connecting rope tightens the anchor single group. work. In addition, disassembling and assembling becomes easy, and by increasing or decreasing the number of anchors alone, an anchor with a desired underwater weight can be easily obtained, and even a single worker can disassemble the hangar. Work such as loading and unloading to and from the work boat can be performed easily. Furthermore, it is possible to change the underwater weight of the anchor even after sailing to the laying site. Therefore, the installation of the crane on the work boat and the auxiliary equipment such as the transportation jig are levitated, and the operating cost of the buoy system is significantly reduced, so that the above problems can be eliminated.
以下、実施例について図面を参照して説明する。 Hereinafter, embodiments will be described with reference to the drawings.
第1図は本考案の一実施例を説明する概略構成図であ
る。同図において、アンカー本体11は、一人の人力で持
てる程度の重量(1本の重量が最大で20〜25kgf)にな
る長さにチェーンを切断したアンカー単体12を複数本使
用することにより、敷設に必要な水中重量を発生させた
ものである。この場合、アンカー本体11を構成する複数
本のアンカー単体12の各上端末リング12aへ、両端部に
連結輪13a,13bを形成した連結索13を順次挿通して、並
設した複数本のアンカー単体12をのれん(暖簾)状に組
込み、連結索13の一方の連結輪13aに他方の連結輪13bを
挿通し、この突出した連結輪13bにシャックル14を取り
付けることが望ましい。このように構成すると、連結索
13は上下方向の張力によってのれん状にアンカー本体11
を緊締し、これを安全かつ確実に保持せしめる。FIG. 1 is a schematic configuration diagram illustrating an embodiment of the present invention. In the figure, the anchor body 11 is laid by using a plurality of anchor single bodies 12 each having a chain cut into a length that can be held by one person (a maximum weight of 20 to 25 kgf). It is the one that generated the underwater weight necessary for. In this case, a plurality of anchors arranged side by side are sequentially inserted into the upper terminal rings 12a of the plurality of anchors 12 constituting the anchor body 11 by sequentially connecting the connecting cords 13 having the connecting wheels 13a and 13b. It is desirable that the unitary body 12 is incorporated in the shape of goodwill, the other connecting ring 13b is inserted into one connecting ring 13a of the connecting line 13, and the shackle 14 is attached to the protruding connecting ring 13b. With this configuration,
13 is the anchor body 11 in the shape of goodwill due to vertical tension.
Tighten and secure and hold it securely.
なお、連結索13は所要数の並設されるアンカー単体12を
包囲して結び付ける程度の長さにして、両端の連結輪13
a,13bを接合し、両輪13a,13bにシャックル14を取り付け
ることも可能である。In addition, the connecting cords 13 are long enough to surround and tie the required number of anchors 12 arranged side by side, and the connecting wheels 13 at both ends are connected.
It is also possible to join a and 13b and attach the shackle 14 to both wheels 13a and 13b.
また、アンカー単体群をのれん状に連結すると共に、シ
ャックルを取り付ける手段としては、前期連結索に限定
されず、同様の目的を達成するものであればよい。Further, the means for connecting the single anchor groups in the shape of goodwill and attaching the shackle is not limited to the connecting rope in the previous term, and may be any one that achieves the same purpose.
以上詳細に説明したように、本考案によれば、以下に記
載する効果を奏する。As described in detail above, according to the present invention, the following effects can be obtained.
作業船上におけるアンカーの移動例えば、作業船のアン
カー格納庫から甲板上に設定されたアンカー投入作業場
所への移動時、アンカーを構成する各部品は一人の人力
で容易に持てる重量であり、かつ、分解,組立が容易に
できるため、クレーン等の特殊な設備を使用しないでも
容易に実施可能になる。Moving the anchor on the work boat For example, when moving from the anchor hangar of the work boat to the anchor loading work place set on the deck, each component that constitutes the anchor has a weight that can be easily held by one person and is disassembled. Since it can be easily assembled, it can be easily implemented without using special equipment such as a crane.
また、チェーンは特殊な形状の必要性がなく、市販のも
のを容易に入手できるうえ、所定の長さに切断するだけ
であるから、加工費用も安価になる。Further, the chain does not need to have a special shape, a commercially available one can be easily obtained, and the cutting cost can be reduced because it is simply cut into a predetermined length.
さらに、敷設作業において、アンカーの水中重量を変化
させる必要性が生じた時には、アンカー構成品は分割化
されているため、容易に対応することができる。Further, when it becomes necessary to change the underwater weight of the anchor during the laying work, the anchor component is divided, so that it can be easily dealt with.
第1図は本考案の実施例を説明する概略構成図、第2図
は従来のブイシステムの概要図、第3図は従来アンカー
の外観斜視図である。 11……アンカー本体、12……アンカー単体、 13……連結索、13a,13b……連結輪、14……シャック
ル。FIG. 1 is a schematic configuration diagram illustrating an embodiment of the present invention, FIG. 2 is a schematic diagram of a conventional buoy system, and FIG. 3 is an external perspective view of a conventional anchor. 11 …… Anchor body, 12 …… Anchor unit, 13 …… Connecting rope, 13a, 13b …… Connecting wheel, 14 …… Shackle.
Claims (2)
ンカーにおいて、 チェーンからなるアンカー単体を所定重量が得られるよ
うに複数本並設し、 この並設したアンカー単体群を連結索でのれん状に連結
し、 この連結索の結合端にシャックルを取り付けてなること
を特徴とするアンカー構造。1. An anchor which is laid on the seabed and anchors a buoy system, wherein a plurality of anchors each composed of a chain are juxtaposed so as to obtain a predetermined weight, and the juxtaposed anchor simplex group is used as a goodwill for connecting cords. An anchor structure characterized in that a shackle is attached to the connecting end of the connecting rope.
結輪に他方の連結輪を挿通して、その突出した他方の連
結輪にシャックルを取り付けたものである請求項1記載
のアンカー構造。2. The connecting rope has connecting wheels at both ends, one connecting wheel is inserted through the other connecting wheel, and a shackle is attached to the protruding other connecting wheel. Anchor structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6737689U JPH0646793Y2 (en) | 1989-06-12 | 1989-06-12 | Anchor structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6737689U JPH0646793Y2 (en) | 1989-06-12 | 1989-06-12 | Anchor structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH037095U JPH037095U (en) | 1991-01-23 |
| JPH0646793Y2 true JPH0646793Y2 (en) | 1994-11-30 |
Family
ID=31600896
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6737689U Expired - Lifetime JPH0646793Y2 (en) | 1989-06-12 | 1989-06-12 | Anchor structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0646793Y2 (en) |
-
1989
- 1989-06-12 JP JP6737689U patent/JPH0646793Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH037095U (en) | 1991-01-23 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EXPY | Cancellation because of completion of term |