JPH03220089A - Spar buoy type working scaffolding - Google Patents

Spar buoy type working scaffolding

Info

Publication number
JPH03220089A
JPH03220089A JP1559890A JP1559890A JPH03220089A JP H03220089 A JPH03220089 A JP H03220089A JP 1559890 A JP1559890 A JP 1559890A JP 1559890 A JP1559890 A JP 1559890A JP H03220089 A JPH03220089 A JP H03220089A
Authority
JP
Japan
Prior art keywords
column
attitude
detector
buoyant body
water
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
JP1559890A
Other languages
Japanese (ja)
Other versions
JP2988948B2 (en
Inventor
Kimio Ogura
小倉 公雄
Yuji Aso
裕司 麻生
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.)
ZENIRAITO V KK
Oyo Corp
Zeni Lite Buoy Co Ltd
Original Assignee
ZENIRAITO V KK
Oyo Corp
Zeni Lite Buoy Co 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 ZENIRAITO V KK, Oyo Corp, Zeni Lite Buoy Co Ltd filed Critical ZENIRAITO V KK
Priority to JP2015598A priority Critical patent/JP2988948B2/en
Publication of JPH03220089A publication Critical patent/JPH03220089A/en
Application granted granted Critical
Publication of JP2988948B2 publication Critical patent/JP2988948B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To facilitate the arrangement for temporary installation transfer, removal, and the depth of water and permit the use at a place where tidal power, etc. is large, by keeping a pillar body at a vertical state by controlling a thrust generator installed on the pillar body or buoyancy body by the attitude detection signal of the pillar body, in the title scaffolding for the investigation for the geological features such as sea bottom. CONSTITUTION:An accelerating speedometer for two horizontal components is installed as an attitude detector 24, at the positions of the diagonal lines of a square-shaped working board 12, and a screw propeller type thrust generator 26 for controlling attitude which generates each thrust in two horizontal directions is installed on a buoyancy body 14. The attitude of a pillar body 10 is detected by the attitude detector 24, and the thrust generator 26 is controlled on the basis of the signal of the attitude detector 24, and the vertical attitude of the pillar body 10 is maintained. With this constitution, and arrangement for the temporary installation, transfer, removal and the depth of water is facilitated, and the use of the title device is permitted at a place where tidal power and wave force are large.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、海底、湖底あるいは川底などの地質調査やポ
ーリング工事等に好適な引き込み係留式のスパーブイ型
作業足場に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a retractable and moored superbuoy-type work scaffold suitable for geological surveys of the seabed, lakebed, riverbed, etc., poling work, etc.

[従来の技術] 海底等の地質調査あるいはポーリング工事等のために様
々な形式の作業足場が掃案され使用されている。それら
を大別すると、海底に抗等を打ち込みこれに作業台を固
定し足場とする固定式足場、櫓等を海底に設置する設置
式足場、浮体や船等をアンカー係留する浮上式足場等が
ある。
[Prior Art] Various types of work scaffolds are swept and used for geological surveys of the seabed, etc., poling work, etc. Broadly speaking, these types of scaffolding include fixed scaffolding, which uses trenches etc. driven into the seabed and a work platform fixed to them as scaffolding, stationary scaffolding, which installs turrets etc. on the seabed, and floating scaffolding, which anchors floating bodies, ships, etc. be.

固定方式は長期間の調査には適するものの移動が出来な
い欠点があり、また櫓設置方式は大水深には適用し難く
移動も困難である。それらに対して浮上方式は移動性の
点で優れている。
Although the fixed method is suitable for long-term surveys, it has the disadvantage that it cannot be moved, and the tower installation method is difficult to apply to deep water and is difficult to move. In contrast, the floating method is superior in terms of mobility.

これらの従来技術の長所・短所を総合的に勘塞し、浮上
方式の一種として引き込み係留式のスパーブイ方式が考
え出された。これは、従来航路標識等の浮標に用いられ
てきた引き込み係留式スパーブイが、風波による傾斜が
少なく直立状に安定し、しかも移動が比較的容品である
ことに着目したものであり、上部に作業台を設は足場と
して利用するものである。
By comprehensively considering the advantages and disadvantages of these conventional technologies, a pull-in mooring type super buoy system was devised as a type of levitation system. This is based on the fact that the retractable mooring type spar buoy, which has traditionally been used for buoys such as navigation aids, is stable in an upright position with little tilting due to wind and waves, and is relatively easy to move. The workbench will be used as a scaffold.

[発明が解決しようとする課題] このようなスパーブイ型作業足場は特に大水深にも対応
でき経済的であり、係留索を必要と廿ず移動が容易なた
め有望視されている。しかし足場の固有周期に近い周期
の波による揺動やポーリング作業時のロンド回転の反作
用としての足場の回転等を全く無視することが出来ない
[Problems to be Solved by the Invention] Such a spar buoy-type work scaffold is particularly promising because it can be used at great depths, is economical, and is easy to move without requiring mooring cables. However, it is impossible to completely ignore the oscillation caused by waves with a period close to the natural period of the scaffold and the rotation of the scaffold as a reaction to Rondo rotation during poling work.

また荒天時に動揺が大きく、波高が高い湾外などでの使
用は困難であると考えられている。
In addition, it is considered difficult to use in areas such as areas outside the bay where the waves are high and cause a great deal of turbulence during stormy weather.

本発明の目的は、上記のような技術的課題を解決し、構
造が単純で仮設、移設、撤去が容易であり、異なる水深
に対して容易に対応できるスパーブイ方式の特徴を生か
し、且つ湾外のような潮力や波力が大きな場所でも使用
でき、荒天時でも動揺を極力抑えて稼動効率を高めるこ
とができるスパーブイ型作業足場を提供することにある
The purpose of the present invention is to solve the above-mentioned technical problems, take advantage of the characteristics of the super buoy system, which has a simple structure, is easy to temporarily install, relocate, and remove, and can easily handle different water depths. To provide a super buoy-type work scaffold that can be used even in places where tidal and wave power are large, such as in the United States, and which can minimize sway even in rough weather and improve operating efficiency.

〔課題を解決するための手段] 本発明は、柱体の上部に作業台、途中に浮力体を設け、
柱体の下端を係留機構により沈錘に係留して浮力体を水
中に引き込み、水線が浮力体上方の柱体途中にくるよう
にしたスパーブイ型作業足場を改良したものである。上
記の目的を達成するため本発明では、柱体の姿勢検出器
と、柱体又は浮力体に設けた姿勢制御用の推力発生装置
と、前記姿勢検出器からの信号に基づき柱体が常にほぼ
直立状態を維持するように前記推力発生装置を制御する
姿勢制御装置とを具備している。
[Means for solving the problem] The present invention provides a workbench at the top of a column, a buoyant body in the middle,
This is an improved super buoy type work scaffold in which the lower end of the column is moored to a sinker using a mooring mechanism to draw the buoyant body into the water so that the water line is located midway through the column above the buoyant body. In order to achieve the above object, the present invention includes a columnar attitude detector, a thrust generating device for attitude control provided on the columnar body or a buoyant body, and a columnar body that is always approximately aligned based on a signal from the attitude detector. and an attitude control device that controls the thrust generating device to maintain the upright state.

ここで姿勢制御装置にファジー・コントローラを組み込
み、潮力、風力、波力などの外乱の一つ以上を検知する
外乱検出器を設置し、その信号を加味して姿勢制御装置
でファジー推1臼を行い、柱体を直立安定化制御するの
が好ましし)。
Here, a fuzzy controller is built into the attitude control device, a disturbance detector is installed that detects one or more of disturbances such as tidal power, wind power, wave force, etc., and the attitude control device uses the fuzzy (It is preferable to perform this and control the column to stabilize it in an upright position.)

この発明の作業足場は、例えばボーリンク°作業用など
に好適であり、その場合には装置全体を縦貫するような
ボーリングロッド挿通用のセンターパイプを設ける。そ
してポーリング作業時の反力を検知し、それをファジー
推論の入力の一つとして作業足場の回転を抑えるような
穆制御を行う必要がある。
The work scaffold of the present invention is suitable for, for example, boring link work, in which case a center pipe for inserting a boring rod that runs through the entire device is provided. Then, it is necessary to detect the reaction force during polling work and use it as one of the inputs for fuzzy inference to perform a control that suppresses the rotation of the work scaffold.

[作用] スパーブイ型作業足場は、本来、水流や風波による傾斜
や動揺が少なく直立状に安定する性質を持っている。し
かし例えば荒天時には湾内でもかなりの動揺が生しる可
能性がある。また湾外に設置する場合には潮力や風力、
波力等によって大きく傾いたり動揺する。
[Function] Super buoy-type work scaffolding originally has the property of being stable in an upright position with little tilting or sway due to water currents or wind waves. However, during stormy weather, for example, considerable turbulence can occur within the bay. In addition, when installing outside the bay, tidal power, wind power,
It tilts or sways significantly due to wave force, etc.

本発明では、姿勢検出器によって柱体の直立状態からの
変位を検出し、それに基づき姿勢制?Il装置によって
柱体が常にほぼ直立状態を維持するように推力発生装置
を働かせ安定化制御する。これによって設置場所が制限
されたり、悪天候のために作業出来な(なる等の不都合
が解消される。
In the present invention, the posture detector detects the displacement of the column from the upright state, and based on this, the posture is adjusted. The Il device operates the thrust generating device to perform stabilization control so that the column always maintains a substantially upright state. This eliminates inconveniences such as restrictions on installation locations and inability to perform work due to bad weather.

特に潮力や風力、波力等を検出する各種検出器を設け、
それらの信号を用いてファジー推論を行わせると、より
安定したスムーズな制御が可能となる。
In particular, various detectors are installed to detect tidal power, wind power, wave power, etc.
By performing fuzzy inference using these signals, more stable and smooth control becomes possible.

[実施例] 第1図は本発明に係るスパーブイ型作業足場の一実施例
を示す全体構成図である9作業足場本体の基本的な構造
は、柱体10の上部に作業台12、途中に浮力体14を
設け、柱体10の下端を係留機構16により沈錘18に
係留して浮力体14を水中に引き込み、水線17が浮力
体14の上方の柱体途中にくるように構成したものであ
る。係留機構16はここではクロスパラレルチェーン方
式であり、柱体10の下端と沈錘18との間に構成の円
形リング20を設け、このリングを介して柱体IOと沈
錘18の間をそれぞれ2本のチェーン22で相直交する
ように係留し、柱体10の傾斜に対して水平面内で36
0度方向の自由度を持つようになっている。
[Example] Fig. 1 is an overall configuration diagram showing one embodiment of a super buoy-type work scaffold according to the present invention. A buoyant body 14 is provided, and the lower end of the column 10 is moored to a sinker 18 by a mooring mechanism 16 to draw the buoyant body 14 into the water, so that the water line 17 is located midway through the column above the buoyant body 14. It is something. The mooring mechanism 16 here is a cross-parallel chain type, and a circular ring 20 is provided between the lower end of the column 10 and the sinker 18, and the connections between the column IO and the sinker 18 are connected via this ring. It is moored with two chains 22 so as to be perpendicular to each other, and is moored in a horizontal plane with respect to the inclination of the column 10.
It has a degree of freedom in the 0 degree direction.

第2図は第1図と90度異なる方向から係留機構16を
描いたものである。
FIG. 2 depicts the mooring mechanism 16 from a direction 90 degrees different from FIG. 1.

さて本発明はこのようなスパーブイ型作業足場において
、その直立姿勢を安定に維持するための装置を設けてい
る。この実施例では、第3図A、Bに示すように、方形
の作業台12の対角線の位置に水平2成分の加速度計(
例えばサーボ加速度計)を姿勢検出器24として取り付
ける。また浮力体14に、第4図に示すように水平2方
向に推力を発生する姿勢制御用のスクリュープロペラ方
式の推力発生装置26を設ける。スクリュープロペラ方
式に代えて、シュナイタープロペラや水流ジェット方式
の推力発生装置でもよい。そして姿勢検出器24からの
信号に基づき柱体10が常にほぼ直立状態を維持するよ
うに姿勢制御装置によって前記推力発生装置26を制御
する。この制御は通常のフィードバック制御でもよいし
、その他の計測項目をも加味してファジー推論によって
制御推力やその方向を設定するような方式でもよい。
Now, the present invention provides such a super buoy type work scaffold with a device for stably maintaining its upright posture. In this embodiment, as shown in FIGS. 3A and 3B, a horizontal two-component accelerometer (
For example, a servo accelerometer) is attached as the attitude detector 24. Further, as shown in FIG. 4, the buoyant body 14 is provided with a screw propeller type thrust generating device 26 for attitude control that generates thrust in two horizontal directions. Instead of the screw propeller type, a Schneiter propeller or water jet type thrust generator may be used. Based on the signal from the attitude detector 24, the thrust generator 26 is controlled by the attitude control device so that the column 10 always maintains a substantially upright state. This control may be normal feedback control, or may be a method in which the control thrust and its direction are set by fuzzy reasoning, taking into account other measurement items.

第1図に示す実施例では、外乱の検出器として作業台1
2に設けた風向風速計28と、浮力体14の上方に設け
た潮流の流向流速計30と波高計32を有する。
In the embodiment shown in FIG. 1, a workbench 1 is used as a disturbance detector.
2, and a tidal current direction and current meter 30 and wave height meter 32 provided above the buoyant body 14.

このスパーブイ型作業足場は、特に海底や湖底の地質調
査あるいはポーリング工事等に好適である。ポーリング
作業のためには、第1図に示すように、柱体lO1浮力
体14及び沈錘18を貫通し、下端は沈錘下面に達して
水底で開口し、上端は水線17より上方に達するボーリ
ングロッド挿通用のセンターパイプを設ける。
This spar buoy type work scaffold is particularly suitable for geological surveys of seabeds and lake beds, poling work, etc. For poling work, as shown in FIG. A center pipe will be provided for the insertion of the boring rod.

その場合、作業台12上にポーリング機械を設!してポ
ーリングを行うが、その作業によって作業台12に反力
が加わり不要の回転が生しる。
In that case, install a polling machine on the workbench 12! However, this operation applies a reaction force to the workbench 12, causing unnecessary rotation.

その反力の大きさは、ポーリング機械に加わる負荷から
求めることができる。
The magnitude of the reaction force can be determined from the load applied to the polling machine.

スパーブイ型作業足場は、柱体10及び浮力体14と沈
錘18との間で発生する強力な緊張力によって作業台1
2が水上の一点で安定姿勢を保つ構造になっている。し
かし、これだけでは波力、風力、水力によって発生する
傾斜や揺動を完全に防止することはできない。風力及び
潮力と作業足場の傾斜角との関係の一例を第5図に示す
、潮流が1ノア)程度でも風速が10m/秒以下であれ
ば傾斜角は1.6度以内に収まる。第6図は波浪時にお
ける動揺特性を示している。これは波高と波周期との相
関で表すことができ、波高が一定であっても波周期が大
きくなると傾斜角度は大きくなる。例えば波高1m′?
:′周期6秒の場合、最大動揺角度は0.4度程度とな
る。これらの条件が総合された状態を第7図に示す。風
力及び潮力による傾斜と波力による動揺とが重畳して作
業足場の傾斜角は2度程度となる。許容される最大傾斜
角度は作業の種類や作業内容等により異なる。ポーリン
グ等により乱されない土質サンプルを人手したい場合に
は傾斜角が極力小さくなるようにしなければならない。
The spar buoy type work scaffold supports the work platform 1 by strong tension generated between the column 10, the buoyant body 14, and the sinker 18.
2 maintains a stable posture at a single point on the water. However, this alone cannot completely prevent tilting and shaking caused by wave, wind, and water power. An example of the relationship between wind and tidal forces and the inclination angle of the work scaffold is shown in Figure 5. Even if the tidal current is about 1 noa), if the wind speed is 10 m/sec or less, the inclination angle will be within 1.6 degrees. Figure 6 shows the oscillation characteristics during waves. This can be expressed as a correlation between wave height and wave period; even if the wave height is constant, as the wave period increases, the inclination angle increases. For example, wave height 1m'?
:'When the cycle is 6 seconds, the maximum swing angle is about 0.4 degrees. FIG. 7 shows a state in which these conditions are combined. The angle of inclination of the work scaffold is approximately 2 degrees due to the combination of the inclination caused by wind and tidal power and the sway caused by wave force. The maximum allowable inclination angle varies depending on the type of work and work content. If you want to manually take a soil sample that will not be disturbed by polling or the like, the angle of inclination must be made as small as possible.

そこでより好ましくは第8図に示すようなブロック図で
表される制御を行う。加速度計等の姿勢検出器24から
得られる姿勢検出信号を主な入力とし、それに潮流の方
向と流速、風向と風速、波高と周期、及び作業反力等を
入力としてファジーコントローラを内蔵した姿勢制御装
置40によりファジー推論を行う。そして予め求めてお
いた前記第5図、第6図のような各種外乱の影響等のデ
ータを用いて最適制御推力とその方向を決定し、推力発
生装置26を駆動する。このように本発明のような作業
足場の制御にはファジー推論が最も通している。
Therefore, it is more preferable to perform control as shown in a block diagram as shown in FIG. Attitude control with a built-in fuzzy controller that uses the attitude detection signal obtained from the attitude detector 24 such as an accelerometer as the main input, and inputs the direction and velocity of the current, the direction and speed of the wind, the wave height and period, and the work reaction force, etc. The device 40 performs fuzzy inference. Then, the optimal control thrust and its direction are determined using data on the influence of various disturbances as shown in FIGS. 5 and 6, which have been obtained in advance, and the thrust generator 26 is driven. In this way, fuzzy reasoning is most applicable to the control of work scaffolding as in the present invention.

スクリュープロペラ方式の場合には、それ自体の向きを
変えて方向制御を行わせてもよいし、それと方向制御の
ための安定板等を組み合わせることも可能である。
In the case of a screw propeller type, direction control may be performed by changing the direction of the propeller itself, or it is also possible to combine it with a stabilizing plate or the like for direction control.

これらによって作業台の傾斜や動揺、回転などを抑制し
、柱体が直立に安定した状態を維持する。
These control the tilting, wobbling, and rotation of the workbench, and maintain the column in an upright and stable state.

[発明の効果] 本発明は上記のような引き込み係留式のスパーブイ型作
業足場であるから、係留索を必要とせず作業時に占有す
る水域を最小限にでき、足場の近傍を船舶が通過できる
こと、構造が単純であること、ポーリング作業時に作業
台船を必要としないこと、更に仮設、移設、撤去が容易
であること、柱体の継ぎ足しによって水深の変化に自在
に対応できること等の利点がある。
[Effects of the Invention] Since the present invention is a retractable mooring spar buoy type work scaffold as described above, mooring lines are not required, the water area occupied during work can be minimized, and ships can pass near the scaffold. It has the following advantages: it has a simple structure, does not require a work barge during polling work, is easy to temporarily install, relocate, and remove, and can freely respond to changes in water depth by adding columns.

そして本発明では姿勢を検出してそれにより推力発生装
置を駆動し常に柱体が直立状態を維持するように制御す
るから、極端な荒天時でないなら使用可能であるし、ま
た湾外のような潮流や波浪が大きな場所に設置して各種
作業を行うことかできる効果がある。更に湾内等に設置
する場合であっても、より直立安定化した姿勢制御がで
きるため、作業性が向上しポーリングによって乱されな
い高品質の土質試料を採取することが可能となる。
In addition, the present invention detects the attitude and drives the thrust generator accordingly to control the column so that it always maintains an upright state, so it can be used unless the weather is extremely rough, and it can also be used outside the bay. It has the effect of being able to be installed in areas with strong currents and waves to perform various types of work. Furthermore, even when installed in a bay, it is possible to control the upright and stabilized posture, improving work efficiency and making it possible to collect high-quality soil samples that are not disturbed by polling.

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

第1図は本発明に係るスパーブイ型作業足場の一実施例
を示す概略構成図、第2図はその係留m構の90度異な
る方向から見た説明図、第3図Aは作業台の拡大正面図
、Bはその平面図、第4図は浮力体とその近傍の拡大説
明図である。 第5図は無制御時における風及び潮流中の傾斜特性を示
すグラフ、第6図は無制御時における波浪中の動揺特性
を示すグラフ、第7図は荒天時における無制御状態での
全体的な傾斜状況を示す説明図である。第8図は制御系
システムのブロック図である。 10・・・柱体、12・・・作業台、14・・・浮力体
、16・・・係留機構、18・・・沈錘、24・・・姿
勢検出器、25・・・推力発生装置、28・・・風向風
速計、30・・・流向流速計、32・・・波高計。
Fig. 1 is a schematic configuration diagram showing one embodiment of a super buoy type work scaffold according to the present invention, Fig. 2 is an explanatory diagram of the mooring m structure seen from a 90 degree different direction, and Fig. 3 A is an enlarged view of the work platform. B is a front view, B is a plan view thereof, and FIG. 4 is an enlarged explanatory view of the buoyant body and its vicinity. Figure 5 is a graph showing the slope characteristics during uncontrolled wind and tidal current, Figure 6 is a graph showing the oscillation characteristics in waves when uncontrolled, and Figure 7 is the overall uncontrolled condition during rough weather. FIG. FIG. 8 is a block diagram of the control system. DESCRIPTION OF SYMBOLS 10... Column body, 12... Workbench, 14... Buoyancy body, 16... Mooring mechanism, 18... Sinking weight, 24... Attitude detector, 25... Thrust generator , 28... Wind direction and speed meter, 30... Current direction and current velocity meter, 32... Wave height meter.

Claims (1)

【特許請求の範囲】 1、柱体の上部に作業台、途中に浮力体を設け、柱体の
下端を係留機構により沈錘に係留して浮力体を水中に引
き込み、水線が浮力体上方の柱体途中にくるようにした
スパーブイ型作業足場において、柱体の姿勢検出器と、
柱体又は浮力体に設けた姿勢制御用の推力発生装置と、
前記姿勢検出器からの信号に基づき柱体が常にほぼ直立
状態を維持するように前記推力発生装置を制御する姿勢
制御装置とを具備していることを特徴とするスパーブイ
型作業足場。 2、潮力、風力、波力の一つ以上を検知する外乱検出器
を有し、姿勢制御装置はファジー・コントローラを備え
、前記検出器からの信号を加味して姿勢制御装置でファ
ジー推論を行い、柱体を直立安定化制御する請求項1記
載の作業足場。 3、柱体、浮力体及び沈錘を貫通し、下端は沈錘下面に
達して水底で開口し、上端は水線より上方に達するボー
リングロッド挿通用のセンターパイプを設けた請求項1
又は2記載の作業足場。 4、作業反力を検知し、それをファジー・コントローラ
への入力の一つとする請求項2記載の作業足場。
[Claims] 1. A workbench is provided at the top of the column, a buoyant body is provided in the middle, the lower end of the column is moored to a sinker by a mooring mechanism, and the buoyant body is drawn into the water, so that the water line is above the buoyant body. In a super buoy-type work scaffold that is placed in the middle of the column, the posture detector of the column and
a thrust generator for attitude control provided on the column or buoyant body;
A super buoy type work scaffold comprising: an attitude control device that controls the thrust generator so that the column always maintains a substantially upright state based on a signal from the attitude detector. 2. It has a disturbance detector that detects one or more of tidal power, wind power, and wave power, and the attitude control device is equipped with a fuzzy controller, and the attitude control device performs fuzzy inference by taking into account the signals from the detector. 2. The work scaffold according to claim 1, wherein the column is stabilized in an upright position. 3. A center pipe for penetrating a boring rod that penetrates the column, buoyant body, and sinker, has a lower end that reaches the lower surface of the sinker and opens at the bottom of the water, and an upper end that reaches above the water line.
Or the work scaffold described in 2. 4. The work scaffold according to claim 2, wherein the work reaction force is detected and is one of the inputs to the fuzzy controller.
JP2015598A 1990-01-25 1990-01-25 Super buoy type work scaffold Expired - Lifetime JP2988948B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015598A JP2988948B2 (en) 1990-01-25 1990-01-25 Super buoy type work scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015598A JP2988948B2 (en) 1990-01-25 1990-01-25 Super buoy type work scaffold

Publications (2)

Publication Number Publication Date
JPH03220089A true JPH03220089A (en) 1991-09-27
JP2988948B2 JP2988948B2 (en) 1999-12-13

Family

ID=11893158

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015598A Expired - Lifetime JP2988948B2 (en) 1990-01-25 1990-01-25 Super buoy type work scaffold

Country Status (1)

Country Link
JP (1) JP2988948B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1997034128A1 (en) * 1996-03-14 1997-09-18 Honshu-Shikoku Bridge Authority Method of submarine crustal survey
JP2007191147A (en) * 2001-07-27 2007-08-02 Raytheon Co Photonic buoy
JP2008542630A (en) * 2005-06-06 2008-11-27 ノルスク・ヒドロ・アーエスアー Float wind turbine equipment

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS574492A (en) * 1980-06-09 1982-01-11 Zeniraito V:Kk Retractively moored spar buoy

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS574492A (en) * 1980-06-09 1982-01-11 Zeniraito V:Kk Retractively moored spar buoy

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1997034128A1 (en) * 1996-03-14 1997-09-18 Honshu-Shikoku Bridge Authority Method of submarine crustal survey
JP2007191147A (en) * 2001-07-27 2007-08-02 Raytheon Co Photonic buoy
JP4563410B2 (en) * 2001-07-27 2010-10-13 レイセオン カンパニー Photonic buoy
JP2008542630A (en) * 2005-06-06 2008-11-27 ノルスク・ヒドロ・アーエスアー Float wind turbine equipment

Also Published As

Publication number Publication date
JP2988948B2 (en) 1999-12-13

Similar Documents

Publication Publication Date Title
JP7296973B2 (en) Apparatus and method for presenting a large elongated object having a longitudinal direction into an underwater bottom
US5507596A (en) Underwater work platform support system
US8960116B2 (en) Dual draft crane vessel
US9233739B2 (en) Mooring system for floating arctic vessel
JP2011112044A (en) Wind turbine fixing and lifting apparatus and movable operating platform on water
US3780685A (en) Tension leg offshore marine apparatus
JPH02106488A (en) Method and device for stabilizing marine platform
KR20220157372A (en) Assembly and installation method for installing piles on the seabed
KR20170089716A (en) System and method for dynamic positioning of vessel
WO2022084344A1 (en) Installation of a wind turbine on a floating foundation
WO2014070024A2 (en) A transportation and installation system and method
US4797033A (en) Anchor line-stabilized system
JPH03220089A (en) Spar buoy type working scaffolding
JP2002285952A (en) Floating type foundation structure for marine wind power generation
CN208715418U (en) A kind of offshore engineering ship borne type platform prospecting equipment draw off gear
RU2200684C2 (en) Device for placing floating structure riding at anchor in required direction head into current and/or waves
JPH09250935A (en) Method for investigating sea bottom ground
CN100478250C (en) System for positioning a vessel, mainly a submarine
US4531471A (en) Roll restraint of anchored vessel
CN109573861B (en) Marine floating crane system based on permanent magnet synchronous motor wave compensation
KR101609625B1 (en) Apparatus for reducing motion and floating structure having the same
US3437064A (en) Anti-roll floating support
KR102138282B1 (en) Mooring device for preventing interference of anchor wire and mooring methd using the same
JPH0688556B2 (en) Floating offshore structure with mooring adjustment mechanism
KR101332655B1 (en) Tension-leg platform apparatus