JPH11115890A - Submarine observation device - Google Patents

Submarine observation device

Info

Publication number
JPH11115890A
JPH11115890A JP28217597A JP28217597A JPH11115890A JP H11115890 A JPH11115890 A JP H11115890A JP 28217597 A JP28217597 A JP 28217597A JP 28217597 A JP28217597 A JP 28217597A JP H11115890 A JPH11115890 A JP H11115890A
Authority
JP
Japan
Prior art keywords
cable
cage
seafloor
observation device
seafloor observation
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.)
Granted
Application number
JP28217597A
Other languages
Japanese (ja)
Other versions
JP2978859B2 (en
Inventor
Yoshiichi Kogure
芳一 小榑
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.)
NEC Ocean Engineering Ltd
Original Assignee
NEC Ocean Engineering 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 NEC Ocean Engineering Ltd filed Critical NEC Ocean Engineering Ltd
Priority to JP9282175A priority Critical patent/JP2978859B2/en
Publication of JPH11115890A publication Critical patent/JPH11115890A/en
Application granted granted Critical
Publication of JP2978859B2 publication Critical patent/JP2978859B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To obtain observation data with safety by reducing shock caused by wave or swell on a sea water level at the time of grounding device on the ocean floor through a cable. SOLUTION: A plurality of submarine observation units 2 are mounted on a cage-like structure 1. A pedestal foot 9 is attached to the cage-like structure 1. The cage-like structure 1 is hung from a ship by a cable 5. The cage-like structure 1 is connected to the cable 5 by means of a hanging column 3. A stopper 6 prevents rotation of the hanging column 3. The cable 5 is connected to the hanging column 3 by means of a cable hooking part 4. A shaft core 7 is fitted to a bearing 8 arranged on the cage-like structure 1.

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】本発明は海底観測装置に関
し、特に着水作業時の揺れを防止しかつ海底着地時に過
度な衝撃を受けない構造を有した海底観測装置に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seafloor observation apparatus, and more particularly, to a seafloor observation apparatus having a structure for preventing shaking during landing work and receiving no excessive impact when landing on the seabed.

【0002】[0002]

【従来の技術】近年、海洋観測装置等を海底に設置し、
海洋調査が広く行なわれつつある。
2. Description of the Related Art In recent years, marine observation devices and the like have been installed on the sea floor,
Oceanographic surveys are being widely conducted.

【0003】図4は従来の海底観測装置の動作状態を示
す説明図である。
FIG. 4 is an explanatory diagram showing an operation state of a conventional seafloor observation apparatus.

【0004】図4(a)は海面上の吊り下げ状態を示す
説明図、図4(b)は海底面着底直前状態を示す説明
図、図4(c)は海底面着底直後のケーブル吊りだし状
態を示す説明図である。
FIG. 4 (a) is an explanatory view showing a suspended state on the sea surface, FIG. 4 (b) is an explanatory view showing a state immediately before the bottom of the sea bottom, and FIG. It is explanatory drawing which shows a hanging state.

【0005】図4(a)を参照すると、従来の海底観測
装置は海底観測機器2を搭載したケージ状構造物10
を、敷設船21上のケーブルドラム22に巻かれた1本
のケーブル5をクレーン23を通して吊り下げた後、ケ
ーブル5をゆるめながらそのまま海底に設置していた。
ここで海底観測装置とは、複数の海底観測機器2を搭載
したケージ状構造物10と、このケージ状構造物10に
ケーブル5を結合する結合機構部を含む。この場合ケー
ジ状構造物10を吊り下げたときのバランスを配慮し、
海底観測装置のケーブル引き留め点11は構造重量
(W)18を支える重心(M)17とクレーン23から
のケーブル引き出し支点13を結ぶ直線上の位置になる
ように決められる。
Referring to FIG. 4A, a conventional seafloor observation device is a cage-like structure 10 on which a seafloor observation device 2 is mounted.
After hanging a single cable 5 wound around a cable drum 22 on a laying boat 21 through a crane 23, the cable 5 is installed on the seabed as it is while loosening the cable 5.
Here, the seafloor observation device includes a cage-like structure 10 on which a plurality of seafloor observation devices 2 are mounted, and a coupling mechanism for coupling the cable 5 to the cage-like structure 10. In this case, considering the balance when the cage-shaped structure 10 is suspended,
The cable anchoring point 11 of the seafloor observation device is determined to be on a straight line connecting the center of gravity (M) 17 supporting the structural weight (W) 18 and the fulcrum 13 from which the cable is pulled out from the crane 23.

【0006】上述の方法で吊り上げたとき、波浪やうね
りにより敷設船21が揺れると海底観測装置の揺れはケ
ーブル引き出し支点13を支点とした運動による揺れ角
ψ1と、ケーブル引き留め点11を支点とした運動によ
る揺れ角ψ2の2重の歳差運動となり、総揺れ角は(ψ
1+ψ2)となる。
When the laid ship 21 is shaken by the waves or undulations when it is lifted by the above-described method, the sway of the seafloor observation apparatus is caused by the swing angle ψ1 due to the movement about the cable drawing fulcrum 13 and the cable holding point 11 as a fulcrum. The motion becomes a double precession with a swing angle of ψ2, and the total swing angle is (ψ
1 + ψ2).

【0007】特にケーブル引き留め点11と重心(M)
17との距離が短いと揺れ角ψ2は非常に大きくなる。
In particular, the cable retaining point 11 and the center of gravity (M)
When the distance from the radiator 17 is short, the swing angle ψ2 becomes very large.

【0008】図4(b)を参照すると、敷設船21が波
浪やうねりで揺れると、その上下方向の揺れ幅をΔL、
揺れ周期をΔTとすると、ケージ状構造物10はV=Δ
L/ΔTの衝突速度で海底面に衝突することになる。こ
のときの衝撃力は海底観測装置の重量と海底観測装置を
吊り下げているケーブル5の重量との和である。海底観
測装置は見かけ上この重量和により、衝突速度Vで海底
面に衝突することになる。
Referring to FIG. 4 (b), when the laying boat 21 sways due to waves or swells, the vertical swing width is ΔL,
Assuming that the swing period is ΔT, the cage structure 10 has V = Δ
It will collide with the sea floor at a collision velocity of L / ΔT. The impact force at this time is the sum of the weight of the seafloor observation device and the weight of the cable 5 hanging the seafloor observation device. The sea bottom observation device apparently collides with the sea bottom at the collision speed V due to this sum of weights.

【0009】図4(c)を参照すると、海底観測装置着
底後即座にケーブル5が余長として繰り出され張力が緩
められるが、緩めたケーブル5の余長分はケーブル引き
留め点11を支点にして破線で示した軌跡をたどり海底
観測装置にかぶさる。一般に水深3000m程度への敷
設では波浪、うねり、潮流、水深測定誤差などから経験
上繰り出し余長は約20mは必要とされている。この余
長が少ないと設置した海底観測装置が、海上のうねりに
より再び持ち上げられて衝突を繰り返すことになる。敷
設船21はこの余長を繰り出した後、図中の矢印で示す
ケーブル余長敷設方向24に進みケーブルを敷設してい
く。
Referring to FIG. 4 (c), immediately after landing on the seafloor observation device, the cable 5 is extended as an extra length and the tension is relaxed, but the extra length of the loosened cable 5 is supported by the cable retaining point 11 as a fulcrum. Follow the trajectory indicated by the broken line to cover the seafloor observation device. Generally, when laying at a water depth of about 3000 m, it is necessary from experience that the extra extension length is about 20 m due to waves, swells, tides, and water depth measurement errors. If the surplus length is small, the installed seafloor observation device will be lifted again by the swell on the sea and will repeatedly collide. After laying out the extra length, the laying boat 21 lays cables in a cable extra length laying direction 24 indicated by an arrow in the figure.

【0010】このようなケーブル敷設技術の一例とし
て、特開平4−357416号公報記載の「海洋観測セ
ンサ」が知られている。
As an example of such a cable laying technique, an "ocean observation sensor" described in Japanese Patent Application Laid-Open No. 4-357416 is known.

【0011】この公報では、水面の浮遊体に吊り下げケ
ーブルを介して連結した水中観測センサを、所定深度ま
で降下させ、観測可能な状態になるように伸展させ、こ
の伸展完了したことを確認する装置を具備した海洋セン
サの技術が記載されている。
In this publication, an underwater observation sensor connected to a floating body on a water surface via a hanging cable is lowered to a predetermined depth and extended so as to be observable, and it is confirmed that the extension is completed. The technology of a marine sensor with a device is described.

【0012】[0012]

【発明が解決しようとする課題】上述した従来の海底観
測装置は、ケーブルにより吊り下げられているため海面
上での船の揺れによる影響を直接受けるので、破損事故
および作業の安全確保が困難であるという欠点を有して
いる。
The above-mentioned conventional seafloor observation device is directly affected by the sway of the ship on the sea surface because it is hung by a cable. There is a disadvantage that there is.

【0013】また、海底面に着地するとき波浪やうねり
の影響によりケーブルの繰り出し速度の制御が困難なた
め、海底に衝突したときの強い衝撃力で機器が破損する
という欠点を有している。
In addition, when landing on the sea floor, it is difficult to control the payout speed of the cable due to the influence of waves and undulations. Therefore, there is a disadvantage that the equipment is damaged by a strong impact force when the cable collides with the sea floor.

【0014】さらにケーブルの繰り出し長さの調整が波
浪やうねりの影響により不確定なため、長すぎたケーブ
ル余長が観測装置上に必要以上覆うことで観測データ取
得に支障が出るという欠点を有している。
Furthermore, since the adjustment of the cable feeding length is uncertain due to the influence of waves and undulations, there is a drawback in that observation data acquisition is hindered by covering an excessively long cable length more than necessary on the observation device. doing.

【0015】本発明の目的は、観測装置をケーブルによ
り海底に着地させる場合、海面での波浪やうねりの影響
を緩和し、安全かつ海底面との衝突により破損すること
なく観測データを取得できる海底観測装置を提供するこ
とにある。
[0015] An object of the present invention is to reduce the influence of waves and swells on the sea surface when the observation device lands on the sea floor with a cable, and to obtain observation data safely and without damage due to collision with the sea floor. To provide an observation device.

【0016】[0016]

【課題を解決するための手段】本発明の海底観測装置
は、船上よりケーブルで吊り下げて海底に設置する海底
観測装置において、複数の観測機器を積載するケージ状
構造物の重心位置と異なる位置に、前記ケーブルと接続
する可動結合部の接続支点を設置し、この可動結合部の
回転運動をストッパーにより制限したことを特徴として
いる。
A seafloor observation apparatus according to the present invention is a seafloor observation apparatus which is suspended from a ship with a cable and installed on the seafloor, at a position different from the center of gravity of a cage-like structure on which a plurality of observation instruments are loaded. In addition, a connection fulcrum of a movable coupling portion connected to the cable is provided, and the rotational movement of the movable coupling portion is restricted by a stopper.

【0017】船上よりケーブルで吊り下げて海底に設置
する海底観測装置において、複数の観測機器と;これら
の観測機器を積載するケージ状構造物と;前記ケージ状
構造物に取り付けられた軸受け部と;この軸受け部に嵌
合する軸芯および前記ケーブルとのケーブル引き留め部
を有し、前記ケーブルと前記ケージ状構造物とを結合す
る可動結合部と;この可動結合部が前記軸芯を中心とし
て回転する回転運動を制限するストッパーと;を備えた
ことを特徴としている。
In a seafloor observation apparatus which is suspended from a ship by a cable and installed on the seabed, a plurality of observation instruments; a cage-like structure on which these observation instruments are loaded; and a bearing attached to the cage-like structure. A movable coupling part having a shaft core fitted to the bearing part and a cable retaining part for the cable, and connecting the cable and the cage-like structure; and a movable coupling part centering on the shaft core. And a stopper for restricting the rotational movement.

【0018】前記軸受け部が、前記ケージ状構造物の重
心と異なる位置に取り付けられたことを特徴としてい
る。
[0018] The invention is characterized in that the bearing is mounted at a position different from the center of gravity of the cage-like structure.

【0019】また、前記可動結合部の回転運動の範囲
が、水平から垂直までの回転角度に制限したことを特徴
としている。
Further, the range of the rotational movement of the movable coupling portion is limited to a rotational angle from horizontal to vertical.

【0020】[0020]

【発明の実施の形態】次に、本発明の実施の形態につい
て図面を参照して説明する。
Next, embodiments of the present invention will be described with reference to the drawings.

【0021】図1は本発明の海底観測装置の一つの実施
の形態を示す外観図である。
FIG. 1 is an external view showing an embodiment of the seafloor observation apparatus according to the present invention.

【0022】図1(a)は海底観測装置の正面図を示
し、図1(b)は海底観測装置の平面図を示す。
FIG. 1A is a front view of the seafloor observation device, and FIG. 1B is a plan view of the seafloor observation device.

【0023】図1に示す本実施の形態は、複数の海底観
測機器2と、これらを搭載するケージ状構造物1と、こ
の構造物に取り付けられた台座足9と、ケージ状構造物
1を船上から吊り下げるケーブル5と、ケージ状構造物
1を吊り下げる吊り柱3と、この吊り柱3の回転を制限
するストッパー6と、ケーブル5を吊り柱3に結合され
るケーブル引き留め部4と、ケージ状構造物1に設けた
軸受け部8と、この軸受け部8に嵌合する軸芯7とから
構成されている。
In this embodiment shown in FIG. 1, a plurality of seafloor observation instruments 2, a cage-like structure 1 on which these are mounted, a pedestal foot 9 attached to this structure, and a cage-like structure 1 A cable 5 for suspending from the ship, a suspending column 3 for suspending the cage-like structure 1, a stopper 6 for restricting rotation of the suspending column 3, a cable retaining portion 4 for coupling the cable 5 to the suspending column 3, It comprises a bearing portion 8 provided on the cage-like structure 1 and a shaft core 7 fitted to the bearing portion 8.

【0024】なお、図1において図4に示す構成要素に
対応するものは同一の参照数字または符号を付し、その
説明を省略する。
In FIG. 1, components corresponding to those shown in FIG. 4 are denoted by the same reference numerals or symbols, and description thereof will be omitted.

【0025】図1を参照すると、複数の海底観測機器2
をケージ状構造物1に搭載し、船上より海底観測機器2
との通信を兼ねる1本のケーブル5により吊り降ろして
海底面に設置する。ケージ状構造物1の一部を成すフレ
ーム25上に、全ての海底観測機器2を搭載したときの
構造重量(W)16の重心(M)15と異なる位置に軸
受け部8を取り付ける。
Referring to FIG. 1, a plurality of seafloor observation instruments 2
Is mounted on the cage-like structure 1 and the seafloor observation equipment 2
It is suspended by a single cable 5 that also serves as a communication with the sea and installed on the sea floor. The bearing portion 8 is mounted on a frame 25 forming a part of the cage-like structure 1 at a position different from the center of gravity (M) 15 of the structural weight (W) 16 when all the seafloor observation devices 2 are mounted.

【0026】吊り柱3は、ケージ状構造物1に取り付け
られた円柱形状で、一方の端面付近の柱部分側に軸受け
部8に嵌合する軸芯7と、他方の端面にケーブル5のケ
ーブル引き留め部4とを取り付けた構造を有する。
The suspension column 3 has a columnar shape attached to the cage-like structure 1 and has a shaft core 7 fitted to the bearing portion 8 on the column side near one end surface, and a cable 5 of cable 5 on the other end surface. It has a structure to which the retaining portion 4 is attached.

【0027】ストッパー6はケージ状構造物1に取り付
けられ、軸芯7を中心とした吊り柱3の回転運動を水平
から垂直までの90度未満に制限する。
The stopper 6 is attached to the cage-like structure 1 and restricts the rotation of the suspension column 3 about the axis 7 to less than 90 degrees from horizontal to vertical.

【0028】図2は海底観測装置の一つの動作例を示す
説明図である。
FIG. 2 is an explanatory diagram showing one example of operation of the seafloor observation apparatus.

【0029】図2(a)は海底面着底直前状態を示す説
明図であり、図2(b)は海底面着底後の状態を示す説
明図である。
FIG. 2A is an explanatory diagram showing a state immediately before the sea bottom is landed, and FIG. 2B is an explanatory diagram showing a state just after the sea bottom is landed.

【0030】図2を参照しながら、海底観測装置を吊り
下げて着底したときの作用を説明する。海底観測機器を
含むケージ状構造物1の全重量が作る重心(M)15と
異なる位置に軸受け部8を、ケージ状構造物1の一部を
なすフレーム25に取り付ける。一方、円柱形状を成
し、一方の端面の側面側に軸芯7を取り付け、他方の端
面にケーブル5を引き留めるケーブル引き留め部4を取
り付けた吊り柱3を、軸芯7が軸受け部8に嵌合するよ
うに取り付ける。このような構造を有する海底観測装置
をケーブル5を1本使用して吊り下げると、重心(M)
15とケーブル引き留め部4のケーブル引き留め点11
を結ぶ直線はケーブル5の軸芯線26と一致する。換言
すればケーブル5の軸芯線26の垂直下に重心(M)1
5が移動する。また、ケージ状構造物1は軸芯7の作る
吊り下げ支点12を中心とし、重心(M)15にかかる
海底観測装置の構造重量(W)16により時計方向のト
ルクが発生する。
Referring to FIG. 2, the operation when the seafloor observation device is suspended and landed will be described. The bearing unit 8 is attached to a frame 25 forming a part of the cage-like structure 1 at a position different from the center of gravity (M) 15 formed by the total weight of the cage-like structure 1 including the seafloor observation device. On the other hand, a suspension pillar 3 having a columnar shape and having a shaft core 7 attached to the side surface of one end surface and a cable retaining portion 4 for retaining the cable 5 attached to the other end surface is fitted to the bearing portion 8. Attach so that they match. When the seafloor observation device having such a structure is suspended using one cable 5, the center of gravity (M)
15 and the cable retaining point 11 of the cable retaining section 4
Are aligned with the axis 26 of the cable 5. In other words, the center of gravity (M) 1 is vertically below the axis 26 of the cable 5.
5 moves. In addition, the cage-shaped structure 1 generates a clockwise torque centering on the suspension fulcrum 12 formed by the shaft core 7 and the structural weight (W) 16 of the seafloor observation device on the center of gravity (M) 15.

【0031】しかしこのトルクはケージ状構造物1に取
り付けたストッパー6と吊り柱3の側面が接触する事で
バランスしている。結果として、ストッパー6と吊り柱
3はトルクの力により強く互いに押しつけ合うことにな
り、ケーブル5が敷設船21の揺れで動いたとしてもこ
の揺れのみが1次の揺れとして海底観測装置に伝わるの
みで、図4に示したような2重の歳差運動となる揺れは
充分に抑制されることになる。
However, this torque is balanced by the contact between the stopper 6 attached to the cage-like structure 1 and the side surface of the suspension pillar 3. As a result, the stopper 6 and the suspension column 3 are strongly pressed against each other by the force of the torque, and even if the cable 5 moves due to the shaking of the laying ship 21, only this shaking is transmitted to the seafloor observation device as a primary shaking. Therefore, the shaking that results in the double precession as shown in FIG. 4 is sufficiently suppressed.

【0032】図2(a)に示すように、海底観測装置を
1本のケーブル5を使用することで吊り下げて海底に降
ろして行くと、海底面が水平の場合、水平に対して海底
観測装置の成す角度θ°を保持して降下していく。従っ
て、海底観測装置の台座足9が先に海底面に着地する。
台座足9が着地した直後に軸芯7の吊り下げ支点12を
中心にしてケージ状構造物1が自重により反時計方向に
回転し、吊り柱3はストッパー6から離れるとともに、
他方の台座足9には海底観測装置の重量が加わる。さら
にケーブル5をゆるめるとケージ状構造物1がθ°反時
計方向に動いて図2(b)に示すように他方の台座足9
が着底する。これらの台座足9が完全に着底すると、海
底観測装置の構造重量(M)15と吊り下げているケー
ブル5の重量とが台座足9に均等に加わる。このように
海底観測装置の一部が海底面に接触してから全重量を最
終着底させるまで、2段階のステップを経ることで着底
時における衝撃時間を長くし衝撃力を緩和している。
As shown in FIG. 2A, when the seafloor observation device is suspended by using one cable 5 and lowered to the seafloor, when the seafloor is horizontal, the seafloor observation is performed with respect to the horizon. It descends while maintaining the angle θ ° formed by the device. Therefore, the pedestal foot 9 of the seafloor observation device first lands on the seabed.
Immediately after the pedestal foot 9 lands, the cage-shaped structure 1 rotates counterclockwise by its own weight around the suspension fulcrum 12 of the shaft core 7, and the suspension pillar 3 separates from the stopper 6,
The weight of the sea bottom observation device is added to the other pedestal foot 9. When the cable 5 is further loosened, the cage-like structure 1 moves in the counterclockwise direction by θ °, and as shown in FIG.
Arrives. When these pedestal feet 9 completely land, the structural weight (M) 15 of the seafloor observation device and the weight of the suspended cable 5 are equally applied to the pedestal feet 9. As described above, the impact time at the time of landing is lengthened and the impact force is reduced by passing through two steps from the time when a part of the seafloor observation device comes into contact with the sea bottom until the entire weight is finally landed. .

【0033】次に海底観測装置が海底面に着底した後の
作用を図2(b)で説明する。海底観測装置の台座足9
が完全に着底すると、吊り柱3はストッパー6から自動
的に離れる。これは海底観測装置が海底面に対してθ°
の角度を保ったまま着底すること、吊り柱3を海底面に
対して垂直に近い状態にしても90°未満になるように
ストッパー6により制限しているためである。従って海
底観測装置の着底後にケーブル5をさらに敷設船21か
ら繰り出せば、吊り柱3は必ず図の矢印で示す吊り柱安
定方向27に吊り下げ支点12を支点として倒れ、吊り
柱3は破線で示す水平位置になる。すなわち、ケーブル
5が余長としてかなりの長さが繰り出されても、従来の
ようなケーブル余長分が海底観測装置の上に覆い被さる
ことは少ない。
Next, the operation after the seafloor observation device has landed on the seafloor will be described with reference to FIG. Pedestal foot 9
Is completely separated from the stopper 6 automatically. This is because the seafloor observation device is θ ° with respect to the seafloor
This is because the suspension 6 restricts the suspension column 3 to less than 90 ° even when the suspension column 3 is almost perpendicular to the sea bottom. Therefore, if the cable 5 is further extended from the laying boat 21 after the bottom of the seafloor observation apparatus, the suspension column 3 always falls down with the suspension fulcrum 12 as a fulcrum in the suspension column stable direction 27 shown by the arrow in the figure, and the suspension column 3 is indicated by a broken line. The horizontal position shown. That is, even if the cable 5 is extended as a surplus length, the surplus length of the cable as in the related art rarely covers the seafloor observation device.

【0034】図3は図1の海底観測装置の動作状態を示
す説明図である。
FIG. 3 is an explanatory diagram showing an operation state of the seafloor observation apparatus of FIG.

【0035】図3(a)は海面上の吊り下げ状態を示す
説明図、図3(b)は海底面着底直前状態を示す説明
図、図3(c)は海底面着底直後のケーブル吊りだし状
態を示す説明図である。
FIG. 3 (a) is an explanatory view showing a suspended state on the sea surface, FIG. 3 (b) is an explanatory view showing a state just before the bottom of the sea bottom, and FIG. 3 (c) is a cable just after the bottom of the sea bottom. It is explanatory drawing which shows a hanging state.

【0036】図3(a)を参照して、海底観測機器2を
搭載したケージ状構造物1は軸受け部8を有し、吊り柱
3は軸受け8部と嵌合する軸芯7を有するとともに、敷
設船21より繰り出されるケーブル5を引き留めるケー
ブル引き留め部4を有する。
Referring to FIG. 3 (a), the cage-like structure 1 on which the seafloor observation device 2 is mounted has a bearing portion 8, and the suspension pole 3 has a shaft core 7 fitted to the bearing 8 portion. And a cable retaining portion 4 for retaining the cable 5 fed from the laying boat 21.

【0037】ケージ状構造物1の内部に取り付けられる
軸受け部8の取り付け位置は、海底観測機器2を搭載し
たケージ状構造部1、すなわち海底観測装置全体の構造
重量(W)16の重心(M)15と異なっている。
The mounting position of the bearing 8 mounted inside the cage-like structure 1 is determined by the cage-like structure 1 on which the seafloor observation device 2 is mounted, that is, the center of gravity (M) of the structural weight (W) 16 of the entire seafloor observation device. ) 15.

【0038】ケーブル5を敷設船21のクレーン23で
吊り上げると、ケージ状構造物1は軸芯7の吊り下げ支
点12を中心にして構造重量(W)16により時計方向
のトルクを生じさせるが、ケージ状構造物1にはトルク
により時計方向に回転しようとするのを制限させるスト
ッパー6が取り付けられている。
When the cable 5 is lifted by the crane 23 of the laying ship 21, the cage-shaped structure 1 generates a clockwise torque by the structural weight (W) 16 around the suspension fulcrum 12 of the shaft core 7, The cage-like structure 1 is provided with a stopper 6 for restricting an attempt to rotate clockwise by torque.

【0039】敷設船21のクレーン23から繰り出され
たケーブル5で吊り下げると、クレーン23のケーブル
引き出し支点13とケーブル引き留め点14とケージ状
構造物1の重心(M)15は海面に対し垂直でかつ一直
線上に並ぶ。すなわちケーブル5の軸線上に一致する。
海底観測装置は吊り柱3の吊り下げ支点12を中心に時
計方向の回転トルクを生じ回転するが、この回転角はス
トッパー6が吊り柱3に当たることで制限される。すな
わちストッパー6と吊り柱3とは上述のトルク力Fで押
しつけ合った状態になる。
When the crane 23 is suspended by the cable 5 extended from the crane 23 of the laying ship 21, the cable pull-out fulcrum 13 and the cable retaining point 14 of the crane 23 and the center of gravity (M) 15 of the cage-like structure 1 are perpendicular to the sea surface. And line up in a straight line. That is, they coincide with the axis of the cable 5.
The seafloor observation apparatus generates a clockwise rotation torque around the suspension fulcrum 12 of the suspension pole 3 and rotates. The rotation angle is limited by the stopper 6 hitting the suspension pole 3. That is, the stopper 6 and the suspension column 3 are pressed against each other by the above-described torque force F.

【0040】実際には海底観測装置の重量を2トン程度
にすると、トルク力Fは数100kgの力を作り出せ
る。この程度の力が得られれば、波浪、うねり、潮流な
どで敷設船21が揺れて、ケーブル引き出し支点13を
中心にしてケーブル5の揺れ角ψが数十度程度発生して
もストッパー6と吊り柱3が離れることはないので、図
4のような揺れによる二重の歳差運動は生じない。
Actually, when the weight of the seafloor observation device is set to about 2 tons, the torque force F can produce a force of several hundred kg. If this level of force is obtained, the laying boat 21 shakes due to waves, undulations, tides, and the like, and even if the swing angle の of the cable 5 occurs about several tens of degrees around the cable draw-out fulcrum 13, the cable 6 is suspended from the stopper 6. Since the column 3 does not separate, no double precession due to shaking as shown in FIG. 4 occurs.

【0041】図3(b)を参照すると、海底観測装置が
海底面に着底するときには、ケージ状構造物1の台座足
9が先に着底する。台座足9が着底した瞬間から吊り柱
3はストッパー6から離れるので、台座足9にはケージ
状構造物1の重量の一部が加わる。その後、ケーブル5
がさらに繰り出されると他方の台座足9が着底する。
Referring to FIG. 3 (b), when the seafloor observation device lands on the sea floor, the pedestal feet 9 of the cage-like structure 1 land first. Since the suspension pillar 3 is separated from the stopper 6 from the moment when the pedestal foot 9 has landed, a part of the weight of the cage structure 1 is added to the pedestal foot 9. Then, cable 5
Is further extended, the other pedestal foot 9 is landed.

【0042】台座足9が完全に着底した瞬間は、台座足
9に海底観測装置とこの海底観測装置を吊っているケー
ブル5の総重量が加わることになる。結果として、海底
観測装置の一部が海底面に接触してから、最終的に設置
されるまで2段階のステップで行なわれるので、衝撃時
間が延長され衝撃力が緩和される。
At the moment when the pedestal foot 9 has completely landed, the pedestal foot 9 is added with the total weight of the seafloor observation device and the cable 5 suspending the seafloor observation device. As a result, since a part of the seafloor observation device comes into contact with the sea bottom and is finally performed in two steps, the impact time is extended and the impact force is reduced.

【0043】図3(c)を参照すると、海底観測装置が
海底面に着底した後、ケーブル5をさらに敷設船21か
ら繰り出すと吊り柱3はストッパー6から徐々に離れ、
吊り柱3のケーブル引き留め部4につながるケーブル5
の余長は破線で示す軌跡を経て海底面に達する。最終的
には吊り柱3は吊り下げ支点12を中心に海底面に対し
て水平まで倒れる。また敷設船21はケーブル5の余長
を繰り出した後、図中の矢印で示すケーブル余長敷設方
向28に進みケーブルを敷設してゆく。従ってケーブル
5が海底観測装置上にかぶさり観測機器に支障を与える
ことはない。
Referring to FIG. 3 (c), after the seafloor observation device has landed on the sea floor, when the cable 5 is further extended from the laying ship 21, the suspension pole 3 gradually moves away from the stopper 6, and
Cable 5 connected to cable retaining portion 4 of suspension pole 3
The extra length reaches the sea floor via the trajectory shown by the broken line. Eventually, the suspension pillar 3 falls down to the sea bottom with the suspension fulcrum 12 as the center. Further, the laying boat 21 extends the extra length of the cable 5 and then lays the cable in the extra length laying direction 28 shown by the arrow in the figure. Therefore, the cable 5 does not cover the seafloor observation apparatus and does not hinder the observation equipment.

【0044】[0044]

【発明の効果】以上説明したように、本発明の海底観測
装置は、ケーブル繰り出し制御が柔軟に行なえかつ二重
歳差運動を抑止する構造を有しているので、海面上での
船の揺れによる影響を直接受けることなく、作業の安全
確保が行なえるという効果を有している。
As described above, since the seafloor observation apparatus of the present invention has a structure capable of flexibly controlling the cable payout and suppressing double precession, the ship sways on the sea surface. Therefore, there is an effect that work safety can be ensured without being directly affected by the work.

【0045】また、海底面に着地するとき波浪やうねり
の影響によるケーブルの繰り出し速度の制御が容易なた
め、海底に衝突し衝撃力により機器が破損することが無
いという効果を有している。
Further, since the cable feeding speed can easily be controlled by the influence of waves and swells when landing on the sea floor, there is an effect that the equipment is not damaged by collision with the sea floor and impact force.

【0046】さらに本吊り下げ方法の採用で、繰り出し
たケーブルが海底観測装置上に必要以上覆うことがなく
なるため、観測データ取得に支障が無いという効果を有
している。
Further, by adopting the present suspension method, the unwound cable does not cover the seafloor observation device more than necessary, so that there is an effect that there is no trouble in obtaining observation data.

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

【図1】本発明の海底観測装置の一つの実施の形態を示
す外観図である。
FIG. 1 is an external view showing an embodiment of a seafloor observation apparatus according to the present invention.

【図2】海底観測装置の一つの動作例を示す説明図であ
る。
FIG. 2 is an explanatory diagram showing an operation example of the seafloor observation device.

【図3】図1の海底観測装置の動作状態を示す説明図で
ある。
FIG. 3 is an explanatory diagram showing an operation state of the seafloor observation device of FIG. 1;

【図4】従来の海底観測装置の動作状態を示す説明図で
ある。
FIG. 4 is an explanatory diagram showing an operation state of a conventional seafloor observation device.

【符号の説明】[Explanation of symbols]

1 ケージ状構造物 2 海底観測機器 3 吊り柱 4 ケーブル引き留め部 5 ケーブル 6 ストッパー 7 軸芯 8 軸受け部 9 台座足 10 ケージ状構造物 11 ケーブル引き留め点 12 吊り下げ支点 13 ケーブル引き出し支点 14 ケーブル引き留め点 15 重心(M) 16 構造重量(W) 17 重心(M) 18 構造重量(W) 21 敷設船 22 ケーブルドラム 23 クレーン 24 ケーブル余長敷設方向 25 フレーム 26 軸芯線 27 吊り柱安定方向 28 ケーブル余長敷設方向 DESCRIPTION OF SYMBOLS 1 Cage-like structure 2 Undersea observation equipment 3 Suspension pole 4 Cable retaining part 5 Cable 6 Stopper 7 Axis 8 Bearing part 9 Pedestal 10 Cage-like structure 11 Cable retaining point 12 Hanging fulcrum 13 Cable pulling-out point 14 Cable retaining point 15 Center of gravity (M) 16 Structural weight (W) 17 Center of gravity (M) 18 Structural weight (W) 21 Laying ship 22 Cable drum 23 Crane 24 Extra cable laying direction 25 Frame 26 Axial core wire 27 Suspension column stable direction 28 Extra cable length Laying direction

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 船上よりケーブルで吊り下げて海底に設
置する海底観測装置において、 複数の観測機器を積載するケージ状構造物の重心位置と
異なる位置に、前記ケーブルと接続する可動結合部の接
続支点を設置し、この可動結合部の回転運動をストッパ
ーにより制限したことを特徴とする海底観測装置。
1. A seafloor observation apparatus which is suspended from a ship by a cable and installed on the seabed, wherein a movable coupling portion connected to the cable is connected to a position different from a center of gravity of a cage-like structure on which a plurality of observation instruments are loaded. A seafloor observation device, wherein a fulcrum is installed and the rotational movement of the movable joint is limited by a stopper.
【請求項2】 船上よりケーブルで吊り下げて海底に設
置する海底観測装置において、 複数の観測機器と;これらの観測機器を積載するケージ
状構造物と;前記ケージ状構造物に取り付けられた軸受
け部と;この軸受け部に嵌合する軸芯および前記ケーブ
ルとのケーブル引き留め部を有し、前記ケーブルと前記
ケージ状構造物とを結合する可動結合部と;この可動結
合部が前記軸芯を中心として回転する回転運動を制限す
るストッパーと;を備えたことを特徴とする海底観測装
置。
2. A seafloor observation device suspended from a ship with a cable and installed on the seabed, comprising: a plurality of observation devices; a cage-like structure on which these observation devices are loaded; and a bearing attached to the cage-like structure. A movable coupling portion having a shaft core fitted to the bearing portion and a cable retaining portion for the cable, and coupling the cable and the cage-like structure; and the movable coupling portion forms the shaft core. A stopper for limiting a rotational movement that rotates about a center;
【請求項3】 前記軸受け部が、前記ケージ状構造物の
重心と異なる位置に取り付けられたことを特徴とする請
求項2記載の海底観測装置。
3. The seafloor observation apparatus according to claim 2, wherein the bearing is mounted at a position different from a center of gravity of the cage-shaped structure.
【請求項4】 前記可動結合部の回転運動の範囲が、水
平から垂直までの回転角度に制限したことを特徴とする
請求項1、2又は3記載の海底観測装置。
4. The seafloor observation apparatus according to claim 1, wherein the range of the rotational movement of the movable joint is limited to a rotational angle from horizontal to vertical.
JP9282175A 1997-10-15 1997-10-15 Ocean floor observation device Expired - Lifetime JP2978859B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9282175A JP2978859B2 (en) 1997-10-15 1997-10-15 Ocean floor observation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9282175A JP2978859B2 (en) 1997-10-15 1997-10-15 Ocean floor observation device

Publications (2)

Publication Number Publication Date
JPH11115890A true JPH11115890A (en) 1999-04-27
JP2978859B2 JP2978859B2 (en) 1999-11-15

Family

ID=17649073

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9282175A Expired - Lifetime JP2978859B2 (en) 1997-10-15 1997-10-15 Ocean floor observation device

Country Status (1)

Country Link
JP (1) JP2978859B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101422699B1 (en) * 2012-09-06 2014-07-24 삼성중공업 주식회사 Underwater station and underwater vehicle underwater vehicle management system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101422699B1 (en) * 2012-09-06 2014-07-24 삼성중공업 주식회사 Underwater station and underwater vehicle underwater vehicle management system

Also Published As

Publication number Publication date
JP2978859B2 (en) 1999-11-15

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