JPS58145590A - Floater for towing and setting of marine structure - Google Patents

Floater for towing and setting of marine structure

Info

Publication number
JPS58145590A
JPS58145590A JP2587882A JP2587882A JPS58145590A JP S58145590 A JPS58145590 A JP S58145590A JP 2587882 A JP2587882 A JP 2587882A JP 2587882 A JP2587882 A JP 2587882A JP S58145590 A JPS58145590 A JP S58145590A
Authority
JP
Japan
Prior art keywords
floats
floater
marine structure
towing
flooded
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
JP2587882A
Other languages
Japanese (ja)
Other versions
JPS6361237B2 (en
Inventor
Koji Tanaka
田中 広治
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.)
Penta Ocean Construction Co Ltd
Original Assignee
Penta Ocean Construction 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 Penta Ocean Construction Co Ltd filed Critical Penta Ocean Construction Co Ltd
Priority to JP2587882A priority Critical patent/JPS58145590A/en
Publication of JPS58145590A publication Critical patent/JPS58145590A/en
Publication of JPS6361237B2 publication Critical patent/JPS6361237B2/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)
  • Revetment (AREA)

Abstract

PURPOSE:To transport a marine structure to the site safely by towing without falling of the structure, by providing floats which can be flooded or discharged at right and left lower parts and by supporting a marine structure in a floater consisting of floats each of which is connected to each other via upper frame bodies. CONSTITUTION:Floats 3 which can be flooded or discharged, are provided at right and left lower parts. Hollow columns 4 are erected at both fore and aft positions of these floats 3, and each column top is connected to each other with a truss structured frame body 5. The aft ends of floats 3 are also connected to each other by a truss structured frame body 6. The floats 3 are flooded or discharged to adjust their drafts. Then a marine structure such as a concrete caisson or platform is hung down through a supporting piece at the inside of right and left floats 3, and it is towed by sea to the site.

Description

【発明の詳細な説明】 本発明は海洋構造物の曳航及び沈設用70−タ、特に沖
合に建設される人工島の護岸又は防波堤用コンクリート
ケーソンあるい祉海底の石油掘削用のコンクリート製グ
ラット7オーム等のいわゆる海洋構造物を海上に浮べて
曳航し現地に沈設するためのフロータに関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a concrete caisson for towing and sinking marine structures, particularly a concrete caisson for seawalls or breakwaters of artificial islands constructed offshore, and a concrete grater for oil drilling on the seabed. This invention relates to a floater for floating so-called marine structures such as ohms on the sea, towing them, and sinking them at the site.

従来、水深の深い沖合に建設される護岸、又は防波堤用
の大製コンクリートケーソンは―上等のケーソン製作ヤ
ードで製作して、これを長過建設現場まで浮べて曳航す
るが、以下の様な問題がある。
Conventionally, large concrete caissons for seawalls or breakwaters constructed in deep offshore waters are manufactured in high-quality caisson manufacturing yards and then floated and towed to long-haul construction sites. There's a problem.

1)浮べ九とき、その重心位置が高くなってそのt\曳
航すると上部に波をかぶったりして曳航途中に転覆する
おそれカニあること。
1) When the boat is floating, its center of gravity becomes high, and when it is towed, waves may cover the top of the boat and there is a risk of it capsizing during towing.

2)曳航途中にケーソンの吃水よシ浅い水域があると運
搬出来なくなる問題があること。
2) If there is shallow water like the caisson's swamp while being towed, there is a problem that transportation will not be possible.

3)ケーソン上部片方側に消波機能を持九せ九構造のも
の\場合にはケーソンの中心から重心位置がはずれる為
、これを海上に浮べた際には転倒しやすく単に浮べるこ
とさえ問題となること。
3) If the caisson has a wave-dissipating function on one side of its upper part, the center of gravity will be shifted from the center of the caisson, so if it is floated on the sea, it will easily fall over and even be problematic. To become a.

4) J111殊な構造物でそれ自体では浮上しないコ
ンクリート構造物を現地まで曳航する場合には、ます資
すその作業が困難となること。
4) J111 When towing a concrete structure that does not float on its own to the site, the task becomes even more difficult.

本発明海洋構造物の曳航及び沈設用フ四−タは上記の問
題を解決するようにしたものであって、その内部に水を
注水し且つ排水し得るようにしえ3個の中空70−ト素
子と、このフロート素子の上部に形成した海洋構造物に
対する保合部と、前記フロート素子の前後位置に自立せ
しめ丸柱と、この柱の上部相互間を連結する連結トラス
と、前記2個のフロート素子の後部間を連結するストッ
パーとよ多酸ることを特徴とする。
The towing and sinking cargo for offshore structures of the present invention is designed to solve the above problems, and has three hollow 70-tubes capable of injecting and draining water into the interior thereof. an element, a retaining part for a marine structure formed on the upper part of the float element, a round column that stands on its own at the front and back positions of the float element, a connecting truss that connects the upper parts of the column, and the two floats. It is characterized by a stopper that connects the rear parts of the elements and a strong resistance.

以下li!l#iによって本発明の詳細な説明する。Below is li! The present invention will be described in detail by l#i.

図中1はその内部を中空とした一岸防波機用コンタリー
トケーソン等の海洋構造物を示し、本発明においてはこ
の海洋構造物10両側面に略中間の高さの位置で耳部2
を形成し、この耳部2に夫々その下面から係合する保合
部を有し、その内部に水を注水し且つ排水し得るようK
した2 1gAの鋼製中空フロート素子3を設け、この
フロート素子3の前後位置に中空の柱4を自立せしめ、
この柱4のうち夫々70−ト索子3の前部、後部に位置
するもの同志の上端を連結トラス5で連結せしめると共
に、2個のフロート素子3の後部間をストッパー6によ
って連結せしめフロータ7を構成せしめる。又、本発明
のフロータ7は浮力は主として前記中空フロート素子3
で持たせ、前記中空フロート素子3上に設けた柱4はそ
の下部から上部KかけてIIy?面積を除々に少なくし
て大きな復元力を持九せる。
In the figure, reference numeral 1 indicates a marine structure such as a contour caisson for a single-shore breakwater, which is hollow inside.
It has a retaining part that engages with the ear part 2 from its lower surface, and has a K so that water can be injected and drained into the inside thereof.
A 2 1gA steel hollow float element 3 is provided, and a hollow pillar 4 is made to stand on its own at the front and back positions of this float element 3,
The upper ends of the pillars 4 located at the front and rear parts of the 70-toe cables 3 are connected by a connecting truss 5, and the rear parts of the two float elements 3 are connected by a stopper 6. be configured. Further, in the floater 7 of the present invention, the buoyancy is mainly due to the hollow float element 3.
The pillar 4 provided on the hollow float element 3 extends from its lower part to the upper part K and IIy? Gradually reduce the area and maintain a large restoring force.

尚、前記海洋構造物1の両li#面に設は九耳部2は着
脱自在なものとしても良い。
Incidentally, the nine ears 2 provided on both sides of the marine structure 1 may be detachable.

本発明フロータは上記のような構成であるからこれを用
いて海洋構造物を曳航する場合には下記のように行う。
Since the floater of the present invention has the above-described configuration, when towing a marine structure using the floater, the following procedure is performed.

il)gz図に示すようにフロータ7内に水を入れて成
る程度海中に沈め、仁の70−タ7を前進せしめその前
面よシその内部に海洋構造物1を職り入れる。
il) As shown in the gz diagram, fill the floater 7 with water and submerge it in the sea to a certain extent, move the floater 7 forward, and place the marine structure 1 inside it from the front side.

4劾第3図に示すようにフロータ7内の水を排除し浮力
を増大して70−ト木子3により耳部2を介して海洋構
造物lを持ち上げその吃水を少なくし、海洋構造物lが
曳航中に浅瀬に乗り上げないようにする。
4. As shown in Fig. 3, the water in the floater 7 is removed to increase the buoyancy, and the floating structure 70 is lifted up through the ears 2 to reduce the amount of water that it sips. to prevent the ship from running aground in shallow water while being towed.

又、この結果表げん及び重心位置が高くなり曳航中に波
をかぶること等によって海洋構造物1の転倒するのを防
ぐようにする。
Moreover, as a result, the height and center of gravity are raised, and the marine structure 1 is prevented from falling over due to being hit by waves while being towed.

(4)第1図に示す状態でフロータ7を前方に引っ彊り
ストッパー6を介して海洋構造物1を曳航する。
(4) In the state shown in FIG. 1, drag the floater 7 forward to tow the marine structure 1 through the stopper 6.

又、本発明フロータを用いて海洋構造物を沈設せしめる
には下記のように行う。
Furthermore, the method of sinking a marine structure using the floater of the present invention is as follows.

(1)菖4閣に示すように海洋構造物l内に水を入れフ
ロータ7の浮力に抗しながら海洋構造物lを沈下せしめ
る。
(1) As shown in the iris 4, water is poured into the marine structure 1 and the marine structure 1 is made to sink while resisting the buoyancy of the floater 7.

tsigs図に示すように海洋構造物lを海底に沈下し
死後フロータ7内に水を入れ70−タ7を沈下せしめそ
のフロート素子3が海洋構造物1の耳部から離脱される
ようにする。
As shown in Fig. tsigs, the marine structure 1 is sunk to the seabed, and after death, water is poured into the floater 7 to sink the floater 70 so that the float element 3 is detached from the ear of the marine structure 1.

(3)第5図の状−において70−タ7を後方に引つ彊
り海洋構造物1のみを残すようにする。
(3) In the state shown in FIG. 5, pull the 70-ta 7 backward so that only the marine structure 1 remains.

上記のように本発明のフロータを用いれば、海上に浮べ
死際吃水が深い海洋構造物でも70−タの浮力によって
海洋構造物の吃水を浅くすることが可能となシ、又本発
明の70−タは4本の柱4を有しているので、重心位置
の関係で転倒し易い海洋構造物を曳航する場合でも70
−タの復元力が極めて大きいため転倒しない。
As described above, by using the floater of the present invention, even if a marine structure is floating on the sea and has a deep dead water, it is possible to make the dead water of the marine structure shallow by the buoyancy of 70 mm. - Since the boat has four pillars 4, it can be used even when towing offshore structures that are prone to tipping over due to the location of the center of gravity.
- The restoring force of the container is extremely large, so it will not fall over.

従って、本発明のフロータを用いれば海洋構造物を極め
て安全・容易に曳航し、且つ沈設することができ、又海
洋構造物沈設の際には70−タが一体に沈下する丸めフ
ロータの位置を正確ならしめることKよって海洋構造物
の沈設位置決めを正確ならしめることができる大きな利
益がある。
Therefore, by using the floater of the present invention, marine structures can be towed and sunk extremely safely and easily, and when the marine structure is sunk, the position of the rounded floater where the 70-meter sinks together can be adjusted. Accuracy There is a great advantage in that the positioning of offshore structures can be made more accurate.

尚、完成し九場合その自重が重くそれ自体では浮上し得
ないコンクリート特殊構造物を製作する場合でも本発明
70−タを用いれば容易に曳航し、且つ沈設することが
できるがその場合には浮上し得る程度の部分をケーソン
ヤード等で作り、その後本発明フロータを用いてこれを
保持し九ま\残りの部分の施工を行うことも考えられる
。又、海上に浮べた場合重心の関係で転倒してしまう構
造物の場合、先ず転倒しない下半分までが完成し走時点
でフロータに収容してその後上半分を製作することにも
本発明フロータを利用することができる。
In addition, even if a special concrete structure is manufactured which cannot float on its own due to its heavy weight when completed, it can be easily towed and sunk by using the present invention. It is also conceivable to make a part that can float in a caisson yard, etc., and then hold it using the floater of the present invention and construct the remaining part. In addition, in the case of a structure that would tip over due to the center of gravity when floating on the sea, the floater of the present invention can be used to first complete the lower half that will not tip over, store it in the floater at the time of running, and then manufacture the upper half. can be used.

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

第1図は本発明フロータの斜視図、第2図〜III!I
1mは本発明70−タの使用状態を示す説明―である。 l・・・海洋構造物、2・・・耳部、3・・・フロート
素子、4・・・柱、5・・・連結トラス、6・・・スト
ッパー、1・・・70−タ。 +1囮 +21] +40 +30 +5圓
FIG. 1 is a perspective view of the floater of the present invention, and FIGS. 2 to III! I
1m is an explanation showing how the present invention 70 is used. l...Marine structure, 2...Ear portion, 3...Float element, 4...Column, 5...Connection truss, 6...Stopper, 1...70-ta. +1 decoy +21] +40 +30 +5 circles

Claims (1)

【特許請求の範囲】[Claims] (1)  その内部に水を注水し且つ排水し得るように
した2個の中空フロート素子と、このフロート素子の上
部に形成し九海洋構造物に対する保合部と、−紀フロー
ト素子の前後位置に喬立せしめえ柱と、この柱の上部相
互間を連結する連結トラスと、前記2個のフロート素子
の後部間を連結するストッパーとよシ成ることを特徴と
する海洋構造物の曳航疎び沈設用フロータ。
(1) Two hollow float elements into which water can be injected and drained, a retaining part formed on the upper part of the float elements to the nine marine structures, and the front and rear positions of the -99 float elements. Towing and evacuation of a marine structure, characterized in that it consists of a column that is erected on the ground, a connecting truss that connects the upper parts of the column, and a stopper that connects the rear parts of the two float elements. Floater for submerged installation.
JP2587882A 1982-02-22 1982-02-22 Floater for towing and setting of marine structure Granted JPS58145590A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2587882A JPS58145590A (en) 1982-02-22 1982-02-22 Floater for towing and setting of marine structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2587882A JPS58145590A (en) 1982-02-22 1982-02-22 Floater for towing and setting of marine structure

Publications (2)

Publication Number Publication Date
JPS58145590A true JPS58145590A (en) 1983-08-30
JPS6361237B2 JPS6361237B2 (en) 1988-11-28

Family

ID=12178037

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2587882A Granted JPS58145590A (en) 1982-02-22 1982-02-22 Floater for towing and setting of marine structure

Country Status (1)

Country Link
JP (1) JPS58145590A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103998336A (en) * 2011-12-21 2014-08-20 开放水知识产权有限公司 A method of transporting a hydroelectric turbine system

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49129307A (en) * 1973-04-16 1974-12-11
JPS504780A (en) * 1973-05-15 1975-01-18
JPS55145214A (en) * 1979-04-26 1980-11-12 Taiho Kensetsu Kk Constructing method of concrete structure at bottom of water
JPS5647391A (en) * 1979-09-21 1981-04-30 Mitsui Eng & Shipbuild Co Ltd Barge for transportation and installation of heavy article

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49129307A (en) * 1973-04-16 1974-12-11
JPS504780A (en) * 1973-05-15 1975-01-18
JPS55145214A (en) * 1979-04-26 1980-11-12 Taiho Kensetsu Kk Constructing method of concrete structure at bottom of water
JPS5647391A (en) * 1979-09-21 1981-04-30 Mitsui Eng & Shipbuild Co Ltd Barge for transportation and installation of heavy article

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103998336A (en) * 2011-12-21 2014-08-20 开放水知识产权有限公司 A method of transporting a hydroelectric turbine system
CN103998336B (en) * 2011-12-21 2017-10-17 开放水知识产权有限公司 The method for transporting hydroelectric turbine system

Also Published As

Publication number Publication date
JPS6361237B2 (en) 1988-11-28

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