JPS6354600B2 - - Google Patents

Info

Publication number
JPS6354600B2
JPS6354600B2 JP56072800A JP7280081A JPS6354600B2 JP S6354600 B2 JPS6354600 B2 JP S6354600B2 JP 56072800 A JP56072800 A JP 56072800A JP 7280081 A JP7280081 A JP 7280081A JP S6354600 B2 JPS6354600 B2 JP S6354600B2
Authority
JP
Japan
Prior art keywords
hull
plant
guide post
upper hull
work boat
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
JP56072800A
Other languages
Japanese (ja)
Other versions
JPS57186596A (en
Inventor
Toshio Sakai
Yoshihiro Hisatomi
Tatsuo Hirai
Shun Moriguchi
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.)
Kanadevia Corp
Original Assignee
Hitachi Shipbuilding and Engineering 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 Hitachi Shipbuilding and Engineering Co Ltd filed Critical Hitachi Shipbuilding and Engineering Co Ltd
Priority to JP7280081A priority Critical patent/JPS57186596A/en
Publication of JPS57186596A publication Critical patent/JPS57186596A/en
Publication of JPS6354600B2 publication Critical patent/JPS6354600B2/ja
Granted legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/003Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for for transporting very large loads, e.g. offshore structure modules

Landscapes

  • Engineering & Computer Science (AREA)
  • Transportation (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Foundations (AREA)

Description

【発明の詳細な説明】 この発明は、大型海上構造物据付用半潜水式作
業船、さらに詳しくは、海上に設けられた基礎構
造物上にプラント等の大型海上構造物を据付ける
ために使用される半潜水式作業船に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a semi-submersible work vessel for installing large offshore structures, and more specifically, a semi-submersible work boat for use in installing large offshore structures such as plants on foundation structures provided on the ocean. Regarding semi-submersible work boats.

例えば海上の基礎構造物上に搭載されるプラン
トは寸法、重量が大きいため、これを一体に建造
してクレーン等で基礎構造物上に据付けることは
不可能である。このため、従来は、クレーン等の
容量に応じ、プラントを比較的小型の複数のブロ
ツク(モジユール)に分割して建造し、現地でこ
れらのブロツクを1つずつ基礎構造物上に搭載し
て組付けている。したがつて、現地での据付工事
の能率が悪く工期が長くなるという問題がある。
For example, a plant mounted on a substructure on the sea is large in size and weight, so it is impossible to construct it as one piece and install it on the substructure using a crane or the like. For this reason, conventionally, plants were constructed by dividing them into multiple relatively small blocks (modules) according to the capacity of cranes, etc., and these blocks were mounted one by one on the foundation structure and assembled on site. I'm wearing it. Therefore, there is a problem that on-site installation work is inefficient and takes a long time.

例えば比較的小型の構造物を海上に設置する場
合、海上に複数本の基礎杭を間隔をあけて設けて
おき、バージ上に構造物を両舷側から突出した状
態に支持し、バージを基礎杭の間に進入させるこ
とと、バージを吃水調整により上下動させること
とにより、構造物を基礎杭の上に搭載する方法が
知られている(特開昭55−36147号公報参照)。
For example, when installing a relatively small structure on the sea, multiple foundation piles are set up at intervals on the sea, the structure is supported on the barge with it protruding from both sides, and the barge is attached to the foundation piles. A method is known in which a structure is mounted on foundation piles by entering the barge between the foundation piles and moving the barge up and down by adjusting the water intake (see Japanese Patent Laid-Open No. 55-36147).

ところが、構造物が大型になると、基礎杭だけ
ではこれを支持することができず、構造物を搭載
する基礎構造物の構造が複雑になるため、基礎構
造物の間にバージを進入させることが不可能にな
る。また、とくに重量の大きい大型構造物の場
合、これをバージ上に両舷側から突出した状態に
支持することは安全性の点からも問題がある。し
たがつて、構造物が大型になると、上記の方法で
は据付けが不可能である。
However, when a structure becomes large, it cannot be supported by foundation piles alone, and the structure of the foundation structure on which the structure is mounted becomes complicated, making it difficult to allow a barge to enter between the foundation structures. becomes impossible. In addition, especially in the case of a large structure with a large weight, supporting it on a barge in a state that projects from both sides poses a problem from the viewpoint of safety. Therefore, if the structure becomes large, it is impossible to install it using the above method.

この発明は、上記実情に鑑みてなされたもので
あつて、一体に建造された大型海上構造物(また
はその大型のブロツク)を基礎構造物上に安全に
かつ容易に搭載することができ、よつて現地での
据付作業の工期を大幅に短縮することができる作
業船を提供することを目的とする。
This invention was made in view of the above circumstances, and allows a large offshore structure (or a large block thereof) constructed as one piece to be safely and easily mounted on a foundation structure, and is The purpose of the present invention is to provide a work boat that can significantly shorten the period of on-site installation work.

以下この発明を実施例を示す図面を参照して説
明する。
The present invention will be described below with reference to drawings showing embodiments.

大型海上構造物据付用半潜水式作業船1は、左
右1対の胴部2を有する下部船体3と、下部船体
3の各胴部2にそれぞれ立てられた複数本のガイ
ドポスト4と、各下部船体胴部2のガイドポスト
4にそれぞれ上下動自在に取付けられた左右1対
の胴部5を有する上部船体6とからなる。下部船
体3および上部船体6はそれぞれ平面から見てコ
字形をなすように一体に造られており、各船体
3,6の左右の胴部2,5の前端部が互いに連結
されている。下部船体3の上面および上部船体6
の上下両面は水平に形成されている。下部船体3
の各胴部2上面の前部、中央部および後部にそれ
ぞれガイドポスト4が固定されており、対をなす
左右のガイドポスト4の上端部同志がそれぞれ水
平連結棒7により互いに連結されている。上部船
体6の上面(甲板)には、前部の全幅、各胴部5
の中央部および後部に、直方体の浮力室8,9が
設けられており、各胴部5の前部、中央部および
後部の浮力室8,9上面にジヤツキアツプ装置1
0がそれぞれ設けられている。各ガイドポスト4
は上部船体6、浮力室8,9およびジヤツキアツ
プ装置10を上下に貫通しており、ジヤツキアツ
プ装置10により、上部船体6がガイドポスト4
に沿つて上下動させられ、かつガイドポスト4の
任意の位置に固定されるようになつている。各浮
力室8,9は上部船体6の内側端より外側に所定
距離隔たつた位置に設けられ、浮力室8,9より
内側の上部船体6の内側端部上面が海上構造物搭
載部11となつている。また、下部船体3および
上部船体6にはバラストタンク(図示略)が個々
に設けられている。
A semi-submersible work boat 1 for installing large offshore structures includes a lower hull 3 having a pair of left and right trunks 2, a plurality of guide posts 4 respectively erected on each trunk 2 of the lower hull 3, and It consists of an upper hull 6 having a pair of left and right trunks 5 each attached to a guide post 4 of a lower hull 2 so as to be vertically movable. The lower hull 3 and the upper hull 6 are each integrally constructed so as to form a U-shape when viewed from above, and the front ends of the left and right bodies 2 and 5 of each hull 3 and 6 are connected to each other. The upper surface of the lower hull 3 and the upper hull 6
The top and bottom surfaces of the board are horizontal. Lower hull 3
Guide posts 4 are fixed to the front, center and rear of the upper surface of each body 2, respectively, and the upper ends of the left and right guide posts 4 in pairs are connected to each other by horizontal connecting rods 7, respectively. On the upper surface (deck) of the upper hull 6, the entire width of the front part, each fuselage 5
Rectangular parallelepiped buoyancy chambers 8 and 9 are provided at the center and rear of each body 5, and a jack up device 1 is provided on the upper surface of the buoyancy chambers 8 and 9 at the front, center and rear of each body 5.
0 is provided for each. Each guide post 4
vertically penetrates the upper hull 6, the buoyancy chambers 8 and 9, and the jack up device 10, and the upper hull 6 is connected to the guide post 4 by the jack up device 10.
The guide post 4 can be moved up and down along the guide post 4 and fixed at any position on the guide post 4. Each of the buoyancy chambers 8 and 9 is provided at a predetermined distance apart from the inner end of the upper hull 6, and the upper surface of the inner end of the upper hull 6 inside the buoyancy chambers 8 and 9 is connected to the marine structure mounting section 11. It's summery. Further, the lower hull 3 and the upper hull 6 are each provided with a ballast tank (not shown).

プラント12は海面に浮かぶように箱型に造ら
れており、その下面の内寄りの部分に複数の脚1
3が固定されている。このプラント12が搭載さ
れるジヤケツト(基礎構造物)14は海底に固定
されており、海面上に突出したジヤケツト14の
上端に、プラント12の脚13が嵌め入れられる
複数の支持筒15が固定されている。
The plant 12 is built in a box shape so as to float on the sea surface, and has a plurality of legs 1 on the inner part of the lower surface.
3 is fixed. A jacket (foundation structure) 14 on which the plant 12 is mounted is fixed to the seabed, and a plurality of support cylinders 15 into which the legs 13 of the plant 12 are fitted are fixed to the upper end of the jacket 14 protruding above the sea surface. ing.

上記の作業船1による大型海上構造物例えばプ
ラント12の据付けは、次のようにして行なわれ
る。
The installation of a large offshore structure, such as a plant 12, by the work boat 1 described above is carried out as follows.

まず、工場内でプラント12を一体に建造し、
これを海面上に引出して浮かべる。次に、上部船
体6を下部船体3上面まで下降させた状態で、バ
ラスト調整により、上部船体6の上面がプラント
12の下面より若干下方に位置するように作業船
1を沈降させる。そして、左右の浮力室9の間を
通して、プラント12を作業船1内に引入れる
(第1図参照)。このとき、プラント12の脚13
は、上部船体6の左右の胴部5の間に位置してい
る。なお、プラント12を引入れる際には、プラ
ント12を移動させる代わりに作業船1を移動さ
せてもよい。プラント12を所定の位置まで引入
れたならば、バラスト調整により、下部船体3の
上部が海面上に突出すまで作業船1を浮上させる
(第2図および第3図参照)。作業船1を浮上させ
ることにより、プラント12の一端部および両側
端部が上部船体6の搭載部11によつて支持され
る。このようにしてプラント12を作業船1に搭
載したならば、必要に応じてプラント12を上部
船体6に固定し、作業船1をジヤケツト14の近
くまで曳航する。このとき、海面まで浮上させた
下部船体3の上面まで上部船体6が下降している
ので、安定性が良く、しかも推進抵抗も小さい。
次に、ジヤツキアツプ装置10により、上部船体
6をガイドポスト4に沿つて上昇させ、プラント
12の脚13の下端がジヤケツト14の支持筒1
5の上端より若干高くなるような位置に上部船体
6を固定する。そして、ジヤケツト14が下部船
体3の後部開口端から左右の胴部2の間に進入す
るように、作業船1を後向きに移動させ、プラン
ト12の脚13がジヤケツト14の対応する支持
筒15の真上に位置するように作業船1を停止さ
せる(第4図参照)。次に、ジヤツキアツプ装置
10により、上部船体6をガイドポスト4に沿つ
て下部船体3上面まで下降させる(第5図参照)。
このとき、上部船体6とともにプラント12も下
降し、やがて脚13の下部が支持筒15に嵌ま
り、これによりプラント12はジヤケツト14に
支持されて停止し、この後は上部船体6だけがプ
ラント12から離れて下降する。そして最後に、
作業船1を前向きに移動させて撤去する。このと
き、作業船1の後部にはジヤケツト14およびそ
の上に搭載されたプラント12と干渉するものが
何もないので、作業船1だけを前方に移動させる
ことができる。
First, plant 12 is built in one piece in the factory,
Pull this out to the surface of the sea and float it. Next, with the upper hull 6 lowered to the upper surface of the lower hull 3, the work boat 1 is lowered by adjusting the ballast so that the upper surface of the upper hull 6 is located slightly below the lower surface of the plant 12. Then, the plant 12 is pulled into the work boat 1 through between the left and right buoyancy chambers 9 (see FIG. 1). At this time, the legs 13 of the plant 12
are located between the left and right trunks 5 of the upper hull 6. Note that when pulling in the plant 12, the work boat 1 may be moved instead of moving the plant 12. After the plant 12 is pulled in to a predetermined position, the work boat 1 is floated by adjusting the ballast until the upper part of the lower hull 3 protrudes above the sea surface (see FIGS. 2 and 3). By floating the work boat 1, one end and both ends of the plant 12 are supported by the mounting portion 11 of the upper hull 6. Once the plant 12 is mounted on the work boat 1 in this manner, the plant 12 is fixed to the upper hull 6 as required, and the work boat 1 is towed close to the jacket 14. At this time, since the upper hull 6 has descended to the upper surface of the lower hull 3 which has been floated to the sea surface, stability is good and propulsion resistance is low.
Next, the upper hull 6 is raised along the guide post 4 by the jack up device 10, and the lower end of the leg 13 of the plant 12 is raised to the support tube 1 of the jacket 14.
The upper hull 6 is fixed at a position slightly higher than the upper end of the upper hull 5. Then, the work boat 1 is moved backward so that the jacket 14 enters between the left and right trunks 2 from the rear open end of the lower hull 3, and the legs 13 of the plant 12 are attached to the corresponding support tubes 15 of the jacket 14. The work boat 1 is stopped so that it is positioned directly above (see Fig. 4). Next, the upper hull 6 is lowered along the guide post 4 to the upper surface of the lower hull 3 by the jack up device 10 (see FIG. 5).
At this time, the plant 12 also descends together with the upper hull 6, and the lower part of the leg 13 eventually fits into the support tube 15, so that the plant 12 is supported by the jacket 14 and stops. descend away from. And finally,
Work boat 1 is moved forward and removed. At this time, since there is nothing at the rear of the workboat 1 that interferes with the jacket 14 and the plant 12 mounted thereon, only the workboat 1 can be moved forward.

上部船体6をガイドポスト4に沿つて上昇させ
てプラント12を持上げる場合、下部船体3をガ
イドポスト4とともに沈降させながら上部船体6
を海面に浮かべてガイドポスト4に対して上昇さ
せるようにすれば、ジヤツキアツプ装置10の容
量を小さくしたり、あるいはジヤツキアツプ装置
をなくしてその代わりに上部船体6をガイドポス
ト4に固定する装置だけにすることも可能であ
る。この場合、上記のように下部船体3とガイド
ポスト4だけを沈降させたのちに、下部船体3と
の間に所定の間隔を有するように上部船体6をガ
イドポスト4に固定してから、バラスト調整によ
り下部船体3を浮上させれば、上部船体6が海面
上方に持上げられる。
When lifting the plant 12 by raising the upper hull 6 along the guide post 4, the upper hull 6 is lowered while lowering the lower hull 3 along with the guide post 4.
If it is floated on the sea surface and raised relative to the guide post 4, the capacity of the jack up device 10 can be reduced, or the jack up device can be eliminated and only a device for fixing the upper hull 6 to the guide post 4 can be used instead. It is also possible to do so. In this case, after lowering only the lower hull 3 and guide post 4 as described above, fixing the upper hull 6 to the guide post 4 so that there is a predetermined distance between it and the lower hull 3, and then When the lower hull 3 is floated by adjustment, the upper hull 6 is lifted above the sea surface.

下部船体3および上部船体6の構成、ガイドポ
スト4の本数等は、上記実施例のものに限らず、
適宜変更可能である。上記実施例では、下部船体
3の左右の胴部2の前部相互間、上部船体6の左
右の胴部5の前部相互間、および3対の左右のガ
イドポスト4の上端部相互間がそれぞれ連結され
て、作業船1の強度を高めているが、強度上問題
がなければ、船体3,6の前部および後部のいず
れか一方において、下部船体胴部2とガイドポス
ト4下部とを含む左右の各部分相互間、左右のガ
イドポスト4上部相互間、および左右の上部船体
胴部5相互間の少なくともいずれか1箇所が連結
されればよい。また、作業船は推進器を備えたも
のであつてもよい。
The configurations of the lower hull 3 and the upper hull 6, the number of guide posts 4, etc. are not limited to those of the above embodiment.
It can be changed as appropriate. In the above embodiment, the distance between the front parts of the left and right trunks 2 of the lower hull 3, between the front parts of the left and right trunks 5 of the upper hull 6, and between the upper ends of the three pairs of left and right guide posts 4 is They are connected to each other to increase the strength of the work boat 1, but if there is no problem with the strength, the lower hull 2 and the lower part of the guide post 4 can be connected at either the front or rear of the hulls 3, 6. At least any one of the left and right parts, the upper parts of the left and right guide posts 4, and the left and right upper hull parts 5 may be connected. Further, the work boat may be equipped with a propulsion device.

以上のように、この発明による作業船は、左右
1対の胴部2を有する下部船体3と、下部船体3
の各胴部2にそれぞれ立てられた複数本のガイド
ポスト4と、各下部船体胴部2のガイドポスト4
にそれぞれ上下動自在に取付けられた左右1対の
胴部5を有する上部船体6と、上部船体6をガイ
ドポスト4の任意の位置に固定する装置10とか
らなり、船体3,6の前部および後部のいずれか
一方において、下部船体胴部2とガイドポスト4
下部とを含む左右の各部分相互間、左右のガイド
ポスト4上部相互間、および左右の上部船体胴部
5相互間の少なくともいずれか1箇所が連結され
ており、船体3,6の前部または後部の左右の胴
部2,5の間が開いているので、海上構造物が大
型で基礎構造物の構成が複雑であつても、一体に
建造されて海面に浮かべられた大型海上構造物を
上部船体6上に載せて海面上方まで持上げ、基礎
構造物が下部船体3および上部船体6の前部また
は後部の開口端から左右の胴部2,5の間に進入
するように作業船を移動させることと、上部船体
6を上下動させることとにより、大型海上構造物
を基礎構造物上に移動して、容易にその上に搭載
することができる。そして、上部船体6が下部船
体3のガイドポスト4に対して上下動自在で、か
つガイドポスト4の任意の位置に固定されるの
で、大型海上構造物を移動するときには、海面に
浮上させた下部船体3の上面まで上部船体6を下
降させることができ、大型海上構造物を基礎構造
物上に移動するときには、上部船体6をガイドポ
スト4の上部に固定して、大型海上構造物を上方
に持上げることができる。したがつて、大型海上
構造物移動時の安定性が良くて、推進抵抗も小さ
く、かつ大型海上構造物の据付けも容易である。
したがつて、現地での据付工事の工期および全体
の工期を大幅に短縮することができる。また、大
型構造物の一体化またはブロツクの大型化が可能
になり、管理の行届いた工場内での建造部分が増
大するため、品質の高い大型構造物を得ることが
できる。
As described above, the work boat according to the present invention includes a lower hull 3 having a pair of left and right bodies 2, and a lower hull 3 having a pair of left and right bodies 2.
a plurality of guide posts 4 erected on each of the hulls 2, and guide posts 4 on each of the lower hulls 2;
The front part of the hulls 3 and 6 consists of an upper hull 6 having a pair of left and right trunks 5 that are vertically movable, respectively, and a device 10 for fixing the upper hull 6 to an arbitrary position on the guide post 4. and the lower hull 2 and guide post 4 on either side of the aft part.
The left and right parts including the lower part, the upper parts of the left and right guide posts 4, and the left and right upper hull parts 5 are connected at least at one point, and the front part of the hulls 3, 6 or Since there is an open space between the left and right bodies 2 and 5 at the rear, even if the offshore structure is large and the foundation structure is complex, it is possible to construct a large offshore structure that is built as one piece and floats on the sea surface. Place it on the upper hull 6 and lift it above the sea level, and move the work boat so that the foundation structure enters between the left and right hulls 2 and 5 from the front or rear open ends of the lower hull 3 and upper hull 6. By moving the upper hull 6 up and down, the large marine structure can be moved onto the foundation structure and easily mounted thereon. Since the upper hull 6 can move up and down with respect to the guide post 4 of the lower hull 3 and is fixed at any position on the guide post 4, when moving a large offshore structure, the lower part floating on the sea surface can be moved freely. The upper hull 6 can be lowered to the upper surface of the hull 3, and when moving a large offshore structure onto a foundation structure, the upper hull 6 is fixed to the upper part of the guide post 4 and the large offshore structure is moved upward. Can be lifted. Therefore, the stability during movement of the large offshore structure is good, the propulsion resistance is small, and the installation of the large offshore structure is easy.
Therefore, the construction period for on-site installation work and the overall construction period can be significantly shortened. In addition, it is possible to integrate large structures or to enlarge blocks, and the number of parts to be built in a well-managed factory increases, making it possible to obtain large structures of high quality.

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

図面はこの発明の実施例を示し、第1図は作業
船にプラントを搭載する直前の状態を示す縦断面
図、第2図は作業船にプラントを搭載した状態を
示す平面図、第3図は同背面図、第4図はジヤケ
ツトにプラントを搭載する直前の状態を示す縦断
面図、第5図はジヤケツトにプラントを搭載した
直後の状態を示す背面図である。 1……作業船、2……下部船体胴部、3……下
部船体、4……ガイドポスト、5……上部船体胴
部、6……上部船体、10……ジヤツキアツプ装
置、12……プラント(大型海上構造物)、14
……ジヤケツト(基礎構造物)。
The drawings show an embodiment of the present invention, and FIG. 1 is a longitudinal cross-sectional view showing the state immediately before the plant is mounted on the work boat, FIG. 2 is a plan view showing the state where the plant is mounted on the work boat, and FIG. 4 is a longitudinal sectional view showing the state immediately before the plant is mounted on the jacket, and FIG. 5 is a rear view showing the state immediately after the plant is mounted on the jacket. 1... Work boat, 2... Lower hull, 3... Lower hull, 4... Guide post, 5... Upper hull, 6... Upper hull, 10... Jacket up device, 12... Plant (Large offshore structures), 14
...jacket (foundation structure).

Claims (1)

【特許請求の範囲】[Claims] 1 左右1対の胴部2を有する下部船体3と、下
部船体3の各胴部2にそれぞれ立てられた複数本
のガイドポスト4と、各下部船体胴部2のガイド
ポスト4にそれぞれ上下動自在に取付けられた左
右1対の胴部5を有する上部船体6と、上部船体
6をガイドポスト4の任意の位置に固定する装置
10とからなり、船体3,6の前部および後部の
いずれか一方において、下部船体胴部2とガイド
ポスト4下部とを含む左右の各部分相互間、左右
のガイドポスト4上部相互間、および左右の上部
船体胴部5相互間の少なくともいずれか1箇所が
連結されている大型海上構造物据付用半潜水式作
業船。
1. A lower hull 3 having a pair of left and right trunks 2, a plurality of guide posts 4 erected on each trunk 2 of the lower hull 3, and a vertically movable guide post 4 of each lower hull 2. It consists of an upper hull 6 having a pair of left and right trunks 5 that are freely attached, and a device 10 for fixing the upper hull 6 to any position on the guide post 4. On one side, at least one of the parts between the left and right parts including the lower hull 2 and the lower part of the guide post 4, between the upper parts of the left and right guide posts 4, and between the left and right upper hull parts 5 is A connected semi-submersible work vessel for installing large offshore structures.
JP7280081A 1981-05-13 1981-05-13 Semi-submerged work ship for installation of large marine structure Granted JPS57186596A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7280081A JPS57186596A (en) 1981-05-13 1981-05-13 Semi-submerged work ship for installation of large marine structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7280081A JPS57186596A (en) 1981-05-13 1981-05-13 Semi-submerged work ship for installation of large marine structure

Publications (2)

Publication Number Publication Date
JPS57186596A JPS57186596A (en) 1982-11-17
JPS6354600B2 true JPS6354600B2 (en) 1988-10-28

Family

ID=13499822

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7280081A Granted JPS57186596A (en) 1981-05-13 1981-05-13 Semi-submerged work ship for installation of large marine structure

Country Status (1)

Country Link
JP (1) JPS57186596A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60124588A (en) * 1983-12-09 1985-07-03 Yorigami Kensetsu Kk Submergible barge
KR101403624B1 (en) * 2009-05-26 2014-06-09 대우조선해양 주식회사 Barge-mounted seawater desalination plant and its installation method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5536147A (en) * 1978-09-04 1980-03-13 Hitachi Zosen Corp Method of constructing structure on sea-surface

Also Published As

Publication number Publication date
JPS57186596A (en) 1982-11-17

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