JP2000108988A - Claw anchor installation method and device - Google Patents

Claw anchor installation method and device

Info

Publication number
JP2000108988A
JP2000108988A JP10278311A JP27831198A JP2000108988A JP 2000108988 A JP2000108988 A JP 2000108988A JP 10278311 A JP10278311 A JP 10278311A JP 27831198 A JP27831198 A JP 27831198A JP 2000108988 A JP2000108988 A JP 2000108988A
Authority
JP
Japan
Prior art keywords
anchor
claw
seabed
claws
seawater
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.)
Pending
Application number
JP10278311A
Other languages
Japanese (ja)
Inventor
Yoshinori Nagata
良典 永田
Tetsuya Yasuda
哲也 安田
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.)
IHI Corp
Original Assignee
IHI Corp
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 IHI Corp filed Critical IHI Corp
Priority to JP10278311A priority Critical patent/JP2000108988A/en
Publication of JP2000108988A publication Critical patent/JP2000108988A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To obtain high holding power by making claws easily penetrate even the sea bottom of hard soil. SOLUTION: A sea water jet pipe 9 is provided along the outer surface of each claw 3 of a claw anchor 1 formed by fitting the claws 3 to the lower face of an anchor body 2. A jet pump 6 is connected to the sea water jet pipe 9. When the claw anchor 1 is installed at the sea bottom 11, sea water jet 10 generated by driving the jet pump 6 is jetted toward the sea bottom 11 from the tip position of each claw 3 through the sea water jet pipe 9, and hard sea bottom soil is loosened to make the claw 3 penetrate it.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は海洋構造物を係留さ
せるときに用いる爪付きアンカーの設置方法及び装置に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for installing a claw anchor used for mooring a marine structure.

【0002】[0002]

【従来の技術】浮消波堤等の海洋構造物の係留に用いる
アンカーは、図3にその一例の概略を示す如く、所要の
重量を有するアンカー本体aの下面に複数本の爪bを下
向きに取り付けてなる爪付きアンカーとしてあり、海底
に設置する際には、アンカー本体a及び爪b、並びにア
ンカー本体aに付随するチェーンc等の自重のみを利用
して、爪bを海底に貫入させるようにしている。又、ア
ンカーを設置する領域の海底土質が硬い場合には、アン
カーの自重のみでは海底への貫入が困難となるため、二
点鎖線で示す如く、錘りdを付加するようにしている。
2. Description of the Related Art An anchor used for mooring a marine structure such as a floating breakwater has a plurality of claws b directed downward on a lower surface of an anchor body a having a required weight, as schematically shown in FIG. When installed on the seabed, the claw b penetrates the seabed using only the own weight of the anchor body a and the claw b and the chain c attached to the anchor body a. Like that. Further, when the seabed soil in the area where the anchor is installed is hard, it is difficult to penetrate the seabed with the anchor's own weight alone. Therefore, a weight d is added as shown by a two-dot chain line.

【0003】[0003]

【発明が解決しようとする課題】ところが、海底土質が
硬い場合、その土質によっては、多少の錘りdを付加し
ただけでは爪bを海底に貫入させることができず、一
方、錘りdが大き過ぎると、技術的に付加できないこと
がある。
However, when the seabed soil is hard, it is not possible to make the claw b penetrate into the seabed by adding a small weight d depending on the soil quality, while the weight d is hardened. If it is too large, it may not be possible to add it technically.

【0004】そのため、爪なしアンカーで対処しようと
すると、爪による把駐力が得られないので把駐力を増す
ためにアンカー自重を重くする必要があり、その場合、
アンカーが巨大となるため、製作コストが嵩むだけでな
く、製作そのものが困難となることがあり、又、巨大な
アンカーでは設置時のハンドリング等にも問題を来すこ
とになる。
[0004] Therefore, if an attempt is made to cope with an anchor without a claw, the holding force by the claw cannot be obtained, and it is necessary to increase the anchor's own weight in order to increase the holding force.
Since the anchor is huge, not only the production cost is increased, but also the production itself may be difficult. In addition, handling of the huge anchor may cause a problem at the time of installation.

【0005】そこで、本発明は、海底土質が硬い場合で
あっても、爪を容易に海底に貫入させることができて、
把駐力を向上させることができるような爪付きアンカー
の設置方法及び装置を提供しようとするものである。
[0005] Therefore, the present invention can easily penetrate the seabed even when the seabed soil is hard,
An object of the present invention is to provide a method and an apparatus for installing an anchor with a claw that can improve the holding force.

【0006】[0006]

【課題を解決するための手段】本発明は、上記課題を解
決するために、アンカー本体の下面に複数本の爪を下向
きに取り付けてなる爪付きアンカーを海底に設置する際
に、ジェットポンプを作動させ、爪の外表面に沿わせて
ある海水噴射管又は爪内の海水噴射流路を通し爪の先端
位置より海底へ向けて海水のジェット流を噴射させるこ
とにより爪の先端部分の海底土を解しつつ、上記アンカ
ー本体を下降させて爪を海底に貫入させるようにした爪
付きアンカーの設置方法及び装置とする。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention provides a jet pump for installing an anchor with a plurality of claws downward on the bottom of an anchor body on the seabed. Activate and inject a seawater jet stream from the tip position of the nail toward the sea bottom through the seawater injection pipe or the seawater injection flow path in the nail along the outer surface of the nail, so that the seabed soil at the tip of the nail is And a method and an apparatus for installing an anchor with a claw, in which the anchor body is lowered so that the claw penetrates into the seabed.

【0007】アンカーの設置時に、爪が海底に接する直
前から爪の先端位置より海底へ向けて海水のジェット流
を噴射させると、硬い海底土質であってもジェット流に
より流動化又は吹き飛ばされることにより軟かくするこ
とができるため、爪を容易に貫入させることができるよ
うになる。
[0007] When the seawater jet stream is jetted from the tip of the nail to the seabed immediately before the nail comes into contact with the seabed at the time of installation of the anchor, even if the seabed is hard seabed soil, it is fluidized or blown off by the jet stream. Since it can be softened, the nail can be easily penetrated.

【0008】又、ジェットポンプを切り離せるようにし
ておくことによって、アンカーを設置した後に回収して
他に利用することができる。
In addition, by making the jet pump detachable, it is possible to recover the anchor after installing it and use it for another purpose.

【0009】[0009]

【発明の実施の形態】以下、本発明の実施の形態を図面
を参照して説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0010】図1(イ)(ロ)(ハ)は本発明の実施の
一形態を示すもので、矩形ブロック形状としたアンカー
本体2の下面の前後側(又は左右側)位置に、下方へ向
けて延びる爪3を、たとえば5本一列としてそれぞれ取
り付け、且つ上記アンカー本体2の前後(又は左右)両
側面(又は片側面)にアンカーリング4を、又、左右
(又は前後)両側面に複数の吊フック5をそれぞれ取り
付けてなる構成の爪付きアンカー1において、上記アン
カー本体2の左右両側面部に、海水噴射用のジェットポ
ンプ6をそれぞれ配置し、該各ジェットポンプ6を、そ
れぞれ接続フランジ7を介してヘッダー管8の一端に着
脱可能に接続して設置し、且つ上記各ヘッダー管8の他
端側をアンカー本体2の下面に導いて各列の爪3の付根
の位置に沿わせ、更に、各爪3の位置に対応させて該各
ヘッダー管8から分岐させた海水噴射管9を、各爪3の
外表面に沿わせて爪3の下端となる先端位置まで下向き
に導設し、上記ジェットポンプ6の駆動により海水を吸
い込んでヘッダー管8を通し海水噴射管9の先端から海
底11へ向けて海水のジェット流10を噴射させるよう
にする。
FIGS. 1 (a), 1 (b) and 1 (c) show an embodiment of the present invention. For example, five nails 3 extending in a row are attached in a row, and an anchor ring 4 is provided on both front and rear (or left and right) side surfaces (or one side surface) of the anchor main body 2, and a plurality of anchor rings 4 are provided on both right and left (or front and rear) side surfaces In the anchor 1 with claws having the hooks 5 attached thereto, jet pumps 6 for jetting seawater are respectively arranged on both left and right side portions of the anchor body 2, and the jet pumps 6 are connected to connection flanges 7, respectively. And detachably connected to one end of the header tube 8 through the base, and guide the other end of each of the header tubes 8 to the lower surface of the anchor body 2 along the positions of the roots of the claws 3 in each row, Change The seawater injection pipe 9 branched from each header pipe 8 corresponding to the position of each claw 3 is guided downward along the outer surface of each claw 3 to a tip position which is the lower end of the claw 3, By driving the jet pump 6, seawater is sucked, and the jet stream 10 of seawater is jetted from the tip of the seawater jet pipe 9 toward the seabed 11 through the header pipe 8.

【0011】爪付きアンカー1を海底11に設置する場
合には、爪付きアンカー1を全体的に吊り下して行く
が、海底11が硬い土質である場合には、爪3の先端が
海底11に接する直前に、ジェットポンプ6を駆動して
各海水噴射管9の先端から海水のジェット流10を噴射
させるようにする。この際、上記海水噴射管9は各爪3
の外表面に沿わされて爪3の先端位置まで下向きに導設
されているため、爪3の真下方向へ海水のジェット流1
0が噴射されることになる。
When the claw anchor 1 is installed on the seabed 11, the claw anchor 1 is entirely suspended. However, when the seabed 11 is made of hard soil, the tip of the claw 3 is attached to the seabed 11. Immediately before contacting the seawater, the jet pump 6 is driven to jet the seawater jet stream 10 from the tip of each seawater injection pipe 9. At this time, the seawater injection pipe 9 is
Is guided downward to the tip of the claw 3 along the outer surface of the claw 3.
0 will be injected.

【0012】これにより、爪3の真下位置付近の海底土
が海水のジェット流10の作用で流動化させられたり、
あるいは、吹き飛ばされたりするため、爪3を海底に容
易に貫入させることができる。したがって、土質が硬い
海底11であっても容易に対処することができて、小さ
いサイズでも高把駐力が得られる爪付きアンカー1とす
ることができる。
As a result, the seabed soil near the position immediately below the claw 3 is fluidized by the action of the jet stream 10 of seawater,
Alternatively, the claws 3 can easily penetrate into the seabed because they are blown off. Therefore, even if the soil is hard on the seabed 11, it is possible to easily cope with the seabed 11, and it is possible to obtain the anchor 1 with claws that can obtain a high holding force even with a small size.

【0013】上記において、ジェットポンプ6は接続フ
ランジ7の部分で切り離すことができるようにしてある
ため、爪付きアンカー1を海底11に設置した後に、回
収して再利用することができる。又、ジェット流10の
噴射が不要な領域に爪付きアンカー1を設置するような
場合には、予めジェットポンプ6を切り離しておくよう
にしてよい。
In the above, since the jet pump 6 can be cut off at the connection flange 7, the claw anchor 1 can be collected and reused after being installed on the seabed 11. Further, when the anchor 1 with claws is installed in a region where the jet stream 10 is not required to be jetted, the jet pump 6 may be separated in advance.

【0014】次に、図2は本発明の他の実施の形態を示
すもので、図1(イ)(ロ)(ハ)に示したものと同様
な構成において、爪3を鋼管製とし、且つ爪3の外表面
に海水噴射管9を沿わせることに代えて、爪3内の中空
部を海水噴射流路9′として、ヘッダー管8を介しジェ
ットポンプ6に接続したものである。
FIG. 2 shows another embodiment of the present invention. In a configuration similar to that shown in FIGS. 1 (a), 1 (b) and 1 (c), the claws 3 are made of steel pipe. Further, instead of having the seawater injection pipe 9 along the outer surface of the claw 3, the hollow portion inside the claw 3 is connected to the jet pump 6 via the header pipe 8 as a seawater injection flow path 9 '.

【0015】図2に示すようにすると、爪3に海水噴射
管9の機能を兼用させることができるので、専用の海水
噴射管9を不要とすることができて、構造の簡素化を図
ることができる。
2, since the claw 3 can also have the function of the seawater injection pipe 9, the dedicated seawater injection pipe 9 can be omitted, and the structure can be simplified. Can be.

【0016】なお、上記実施の形態では、すべての爪3
に海水噴射管9を導設したり、海水噴射流路9′を形成
するようにした場合を示したが、これに限られるもので
はなく、一部の爪3のみとしてもよいこと、又、図1に
示した爪3は、海底11に貫入させた際に滑動抵抗とな
るものであれば、鋼管やH型鋼等、あらゆる材料を採用
することができること、その他本発明の要旨を逸脱しな
い範囲内において種々変更を加え得ることは勿論であ
る。
In the above embodiment, all the claws 3
Although the case where the seawater injection pipe 9 is guided and the seawater injection flow path 9 ′ is formed is shown, the invention is not limited to this, and only a part of the claws 3 may be used. The claw 3 shown in FIG. 1 can be made of any material such as a steel pipe or an H-section steel as long as it has a sliding resistance when penetrated into the seabed 11, and other ranges that do not depart from the gist of the present invention. It is needless to say that various changes can be made within.

【0017】[0017]

【発明の効果】以上述べた如く、本発明の爪付きアンカ
ーの設置方法及び装置によれば、アンカー本体の下面に
複数本の爪を下向きに取り付けてなる爪付きアンカーを
海底に設置する際に、ジェットポンプを作動させ、爪の
外表面に沿わせてある海水噴射管又は爪内の海水噴射流
路を通し爪の先端位置より海底へ向けて海水のジェット
流を噴射させることにより爪の先端部分の海底土を解し
つつ、上記アンカー本体を下降させて爪を海底に貫入さ
せるようにしてあるので、硬い土質であっても爪を容易
に貫入させることができて、小さいサイズの爪付きアン
カーでも高把駐力を確実に得ることができ、又、ジェッ
トポンプを切り離せるように構成することによって、爪
付きアンカーを設置した後に回収して他の作業に利用す
ることができる、等の優れた効果を発揮する。
As described above, according to the method and the apparatus for installing a claw anchor of the present invention, when a claw anchor having a plurality of claws attached downward on the lower surface of the anchor body is installed on the seabed. , By operating a jet pump and injecting a seawater jet stream from the tip position of the nail toward the sea bottom through a seawater injection pipe or a seawater injection flow path in the nail along the outer surface of the nail. Because the anchor body is lowered and the claws are made to penetrate the seabed while unraveling the part of the seabed soil, even if it is hard soil, the claws can easily penetrate, with small size claws Even with the anchor, a high holding force can be reliably obtained, and by configuring the jet pump to be detachable, the clawed anchor can be recovered after installation and used for other work. It exhibits an excellent effect of.

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

【図1】本発明の爪付きアンカーの海底設置装置の実施
の一形態を示すもので、(イ)は概略正面図、(ロ)は
概略側面図、(ハ)は概略底面図である。
BRIEF DESCRIPTION OF DRAWINGS FIG. 1 shows an embodiment of a seabed installation device for an anchor with a claw according to the present invention, wherein (a) is a schematic front view, (b) is a schematic side view, and (c) is a schematic bottom view.

【図2】本発明の他の実施の形態を示す概略側面図であ
る。
FIG. 2 is a schematic side view showing another embodiment of the present invention.

【図3】従来の爪付きアンカーの一例を示す概略図であ
る。
FIG. 3 is a schematic view showing an example of a conventional anchor with a claw.

【符号の説明】[Explanation of symbols]

1 爪付きアンカー 2 アンカー本体 3 爪 6 ジェットポンプ 9 海水噴射管 9′ 海水噴射流路 10 ジェット流 11 海底 DESCRIPTION OF SYMBOLS 1 Anchor with a claw 2 Anchor main body 3 Claw 6 Jet pump 9 Seawater injection pipe 9 'Seawater injection flow path 10 Jet flow 11 Sea bottom

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 アンカー本体の下面に複数本の爪を下向
きに取り付けてなる爪付きアンカーを海底に設置する際
に、上記の爪の外表面に沿わされている海水噴射管又は
爪内の海水噴射流路の先端から海底へ向けて海水のジェ
ット流を噴射させることにより爪の先端部分の海底土を
解しつつ、上記アンカー本体を下降させて爪を海底に貫
入させるようにすることを特徴とする爪付きアンカーの
設置方法。
1. A seawater jet pipe along the outer surface of the nail or seawater in the nail when an anchor with a plurality of claws downwardly attached to the lower surface of the anchor body is installed on the seabed. By breaking the seabed soil at the tip of the claw by injecting a jet stream of seawater from the tip of the injection flow channel toward the seabed, the anchor body is lowered so that the claw penetrates the seabed while breaking the seabed soil at the tip of the claw. How to install an anchor with claw.
【請求項2】 アンカー本体の下面に複数本の爪を下向
きに取り付けてなる爪付きアンカーの上記アンカー本体
に、ジェットポンプを装備させ、且つ一部又は全部の爪
の外表面に沿わせて該爪の先端部まで配設した海水噴射
管を、上記ジェットポンプに接続した構成を有すること
を特徴とする爪付きアンカーの設置装置。
2. An anchor with a plurality of claws downwardly attached to a lower surface of the anchor body, a jet pump is mounted on the anchor body, and the anchor body is arranged along the outer surface of some or all of the claws. An installation device for an anchor with a claw, characterized in that a seawater injection pipe arranged up to the tip of the claw is connected to the jet pump.
【請求項3】 アンカー本体の下面に複数本の鋼管製爪
を下向きに取り付けてなる爪付きアンカーの上記アンカ
ー本体に、ジェットポンプを装備させ、且つ一部又は全
部の爪内を海水噴射流路として、該海水噴射流路を上記
ジェットポンプに接続した構成を有することを特徴とす
る爪付きアンカーの設置装置。
3. An anchor with a plurality of steel pipe claws downwardly attached to the lower surface of the anchor main body, the anchor main body being equipped with a jet pump, and a part or all of the claws in a seawater jet flow path. An installation device for an anchor with a claw, characterized in that the seawater injection flow path is connected to the jet pump.
【請求項4】 ジェットポンプを切り離し可能とした請
求項2又は3記載の爪付きアンカーの設置装置。
4. The installation device according to claim 2, wherein the jet pump is detachable.
JP10278311A 1998-09-30 1998-09-30 Claw anchor installation method and device Pending JP2000108988A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10278311A JP2000108988A (en) 1998-09-30 1998-09-30 Claw anchor installation method and device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10278311A JP2000108988A (en) 1998-09-30 1998-09-30 Claw anchor installation method and device

Publications (1)

Publication Number Publication Date
JP2000108988A true JP2000108988A (en) 2000-04-18

Family

ID=17595579

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10278311A Pending JP2000108988A (en) 1998-09-30 1998-09-30 Claw anchor installation method and device

Country Status (1)

Country Link
JP (1) JP2000108988A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106741647A (en) * 2017-02-08 2017-05-31 哈尔滨工程大学 A kind of resident ground tackle in UUV seabeds and method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106741647A (en) * 2017-02-08 2017-05-31 哈尔滨工程大学 A kind of resident ground tackle in UUV seabeds and method

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