JPS6062318A - Offshore working platform - Google Patents

Offshore working platform

Info

Publication number
JPS6062318A
JPS6062318A JP16891883A JP16891883A JPS6062318A JP S6062318 A JPS6062318 A JP S6062318A JP 16891883 A JP16891883 A JP 16891883A JP 16891883 A JP16891883 A JP 16891883A JP S6062318 A JPS6062318 A JP S6062318A
Authority
JP
Japan
Prior art keywords
pontoon
legs
water
working platform
water level
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
JP16891883A
Other languages
Japanese (ja)
Other versions
JPS6335766B2 (en
Inventor
Kenjiro Hayashi
林 謙二郎
Yuichi Yoshino
雄一 芳野
Junichi Tokiwa
常磐 淳一
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.)
Kajima Corp
Original Assignee
Kajima Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kajima Corp filed Critical Kajima Corp
Priority to JP16891883A priority Critical patent/JPS6062318A/en
Publication of JPS6062318A publication Critical patent/JPS6062318A/en
Publication of JPS6335766B2 publication Critical patent/JPS6335766B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/02Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
    • E02B17/021Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto with relative movement between supporting construction and platform
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0056Platforms with supporting legs

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)

Abstract

PURPOSE:To cut down the cost of construction for an offshore working platform by a method in which vertically movable legs are provided to a pontoon in which upper deck is supported thrugh struts on a water-chargeable body, and they are fixed during the working period in such a way that the varying position B of water level is within the range of the strut portion. CONSTITUTION:An offshore working platform is towed to a given position and positioned by an anchor 9, and legs 2 are lowered by an elevator 3 and driven into the ground of seabed. A pontoon 1 and the legs 2 are freed, water is charged into the body 4 to lower the pontoon 1, and the body 4 is sunk into water. Where the varying position B of water level is within the range of struts 5 portion during the ebb and flow period, the pontoon 1 and the legs 2 are fixed. Since the pontoon 1 is given a buoyancy, burden of the legs is lessened, the elevator used can be miniaturized, and the cost of construction can be reduced.

Description

【発明の詳細な説明】 〔発明の属する技術分野〕 本発明は、シーバース建設、沈埋トンネル布設、海底掘
削などの土木工事で水面上にて杭打ち、ポーリング、潜
函、その他の作業を行うために用いる海洋作業台に関す
る。
[Detailed description of the invention] [Technical field to which the invention pertains] The present invention is directed to a method for performing piling, polling, submersion, and other works above the water surface in civil engineering works such as sea berth construction, immersed tunnel construction, and submarine excavation. Regarding the marine workbench used.

〔従来技術とその問題点〕[Prior art and its problems]

かかる海洋作業台で昇降可能なレグ(脚)を有し、目的
地まではタグボートで曳航し、海底にレグを降して固定
し、ポンツーンを海中から空中までジヤ7キで押し上げ
て安定した状態で作業を行うようにしたいわゆる0揚式
のものが存在する。
This offshore work platform has legs that can be raised and lowered, and the pontoon is towed by a tugboat to the destination, lowered to the seabed and fixed, and the pontoon is pushed up from the sea to the air with a jack to maintain a stable state. There is a so-called 0-lift type that performs work with .

ところで、従来の1揚式海洋作業台では全体を海上空中
に完全に押し上げて固定するため、クレーンその他の搭
載重量を大きくするとその分だけ能力の大きい昇降装置
が必要となり、またヘドロ層の厚い地盤では水深に加え
て長い土中貫入骨が必要となるので脚は長尺なものとな
るので建造費がきわめて高くつく。さらに、改良地盤で
の施工時には脚を支持層、まで貫通することが許されな
いケースも多く、従来のものではきわめて不安定な状態
を生み出すことになる。
By the way, the conventional single-lift offshore work platform is completely lifted up and fixed in the air above the sea, so if the weight of the crane and other equipment increases, a lifting device with a correspondingly larger capacity is required, and it also requires a lifting device with a correspondingly larger capacity. In addition to the depth of the water, this requires long bones to penetrate the soil, making the legs long and extremely expensive to construct. Furthermore, when constructing on improved ground, there are many cases where it is not allowed to penetrate the legs to the supporting layer, creating an extremely unstable situation with conventional methods.

〔発明の目的〕[Purpose of the invention]

本発明の目的は前記従来例の不都合を解消し、浮力を利
用できるので支えるべき重量は従来よりもきわめて少な
くその結果小さい昇降能力と短い脚ですみ建造費を大中
に低減できるとともに水位変化による動揺も極力小さく
して安定した状態を保つことができる海洋作業台を提供
することにあ−る。
The object of the present invention is to eliminate the disadvantages of the conventional example, and because buoyancy can be used, the weight to be supported is much less than the conventional one, resulting in a small lifting capacity and short legs, reducing the construction cost, as well as reducing the burden of water level changes. It is an object of the present invention to provide a marine work platform that can maintain a stable state with minimal oscillation.

〔発明の要点〕[Key points of the invention]

この目的は本発明によれば、ポンツーンに昇降可能なレ
グを設けた海洋作業台において、ポンツーンは注水可能
な本体部から間隔を存して並列する柱体のつなぎ材で上
部デツキを支承するものとし、該つなぎ材部骨に水位変
化が位置するように作業時の固定を行うことによりポン
ツーンの浮力を利用するとともに水位変化は空隙の多い
部分で受けることにより達成される。
This purpose, according to the present invention, is a marine work platform in which a pontoon is provided with legs that can be raised and lowered, and the pontoon supports an upper deck by connecting members of pillars arranged in parallel at a distance from a water-injectable main body. By fixing the pontoon during operation so that the water level change is located at the connecting member bone, the buoyancy of the pontoon is utilized, and the water level change is achieved by receiving the water level change in the part with many voids.

〔発明の実施例〕[Embodiments of the invention]

以下、図面について本発明の実施例を詳細に説明する。 Embodiments of the present invention will be described in detail below with reference to the drawings.

第1図は本発明の海洋作業台の実施例を示す正面図、第
2図は同上平面図、第3図は同上側面図で、図中1はポ
ンツーン、2はごのポンツーン1に昇降装置3を介して
昇降自在に取付けられたレグを示す。
Fig. 1 is a front view showing an embodiment of the marine working platform of the present invention, Fig. 2 is a plan view of the same, and Fig. 3 is a side view of the same. It shows the legs attached so that they can be raised and lowered via the

ポンツーンlは、内部に注水可能な本体部4を下部に形
成し、該本体部4から中空支柱5を適宜間隔を存して多
数本立設し、該支柱5の上端に上部デツキ6を取付けた
ものである。すなわぢ、支柱5は本体部4と上部デフキ
ロとのつなぎ材としての役割をなす。
The pontoon L has a main body 4 that can be injected with water at the bottom, a number of hollow supports 5 are erected from the main body 4 at appropriate intervals, and an upper deck 6 is attached to the upper end of the supports 5. It is something. In other words, the support column 5 serves as a connecting member between the main body portion 4 and the upper differential gear.

上部デツキ6上には全旋回式のクレーン7や操作室8な
ど必要な諸設備を設け、また前記レグ2の4個の昇降装
置3も各々この上部デツキ6の四隅に設けた。
Necessary equipment such as a fully rotating crane 7 and an operation room 8 are provided on the upper deck 6, and the four lifting devices 3 of the legs 2 are also provided at each of the four corners of the upper deck 6.

次に設置方法について説明すると、タグボート等での曳
航時には本体部4にはまだ注水されておらず、喫水線は
第1図Aの部分に位置し、またレグ2も上方に引き上げ
られている。
Next, the installation method will be explained. When the main body 4 is towed by a tugboat or the like, water has not yet been injected into the main body 4, the water line is located at the part A in FIG. 1, and the legs 2 are also pulled upward.

このようにして海上を所定の位置まで曳航し、まず、ア
ンカー9による位置決めを行う。次いで、昇降装置3に
よりレグ2を下降させ地中にその先端を打込むがその反
力はポンツーン1から取るごとができる。このようにレ
グ2を固定したならば、ポンツーン1とレグ2とをフリ
ーとし、本体部4内に注水してポンツーン1をバランス
を取りながら少しずつ下降させ、この本体tt+< 4
が完全に水中に没し、しかも干満の際の水位変化Bがつ
なぎ月である支柱5の部分に位置する場所でポンツーン
1とレグ2とを固定する。
In this way, the ship is towed on the sea to a predetermined position, and first, positioning is performed using the anchor 9. Next, the leg 2 is lowered by the lifting device 3 and its tip is driven into the ground, but the reaction force can be taken from the pontoon 1. Once leg 2 is fixed in this way, pontoon 1 and leg 2 are freed, water is poured into main body 4, and pontoon 1 is lowered little by little while keeping balance until the main body tt+<4.
The pontoon 1 and the leg 2 are fixed at a place where the pontoon 1 and the leg 2 are completely submerged in water, and the water level change B during ebb and flow is located at the part of the support 5 which is a connecting moon.

このようにすれば、ポンツーン1は浮力をまだ有してお
り従来のごとく全体を水面上に出してしまう場合と比べ
てレグ2にかかる荷重は少ないものとなり、また昇降装
置3もポンツーン1の全体を水面上に押し上げる能力も
不要なので小型のものですむ。
In this way, the pontoon 1 still has buoyancy, and the load applied to the legs 2 will be smaller compared to the conventional case in which the entire pontoon 1 is exposed above the water surface. Since there is no need for the ability to push the water above the water surface, it can be small.

また、水位は空隙の多い支柱5の部分のみで変化するの
で、この影響を極力少なくすることができ波や潮位によ
る上下の動揺は小さいものとなる。
In addition, since the water level changes only in the part of the support column 5 that has many voids, this influence can be minimized, and vertical fluctuations caused by waves and the tide level will be small.

また、レグ2へはこのような水位差やクレーン7による
荷重変化がかかるだけなのでヘドロ層の厚い場合でもレ
グ2をそれほど深く差し込ますとも安定した状態を保つ
ことができる。
Further, since the leg 2 is only affected by the water level difference and the load change due to the crane 7, a stable state can be maintained even when the sludge layer is thick, even if the leg 2 is inserted deeply.

さらに、他の設置法としてレグ2をポンツーン1に固定
したままで本体部4に注入して全体を沈めるとともにレ
グ2の先端を地中に挿入ずにようにしてもよいし、ポン
ツーン1を沈めてから昇降装置3を作動してレグ2を差
込むようにしてもよく、手順は適宜選択できる。
Furthermore, as another installation method, the leg 2 may be fixed to the pontoon 1 and injected into the main body 4 to submerge the entire body without inserting the tip of the leg 2 into the ground, or the pontoon 1 may be submerged. After that, the lifting device 3 may be operated to insert the leg 2, and the procedure can be selected as appropriate.

作業時が終了したならば、ポンツーンlとレグ2をフリ
ーとし、本体部4から水を抜いて設置時とは逆にこれを
浮上させ、レグ2を引き上げて曳航可能な状態とする。
When the work is completed, the pontoon 1 and the leg 2 are freed, water is drained from the main body 4, the main body 4 is floated, and the leg 2 is pulled up so that it can be towed.

以上述べたように本発明の海洋作業台は、ポンツーンに
昇降可能なレグを設けたものにおいて、作業時の固定で
ポンツーンの浮力を利用して支えるべき重量を従来より
も小さくてずみ、昇降装置等も小型でよいので建造費を
大中に低減できるものである。しかも、水位変化による
動揺も小さく押さえることができ、安定した状態が得ら
れるものである。
As described above, the marine work platform of the present invention is equipped with legs that can be raised and lowered on a pontoon, and the weight that must be supported by using the buoyancy of the pontoon when fixed during work can be reduced compared to conventional ones, and the lifting device etc. can also be made small, so construction costs can be greatly reduced. Furthermore, fluctuations due to changes in water level can be suppressed to a small extent, and a stable state can be obtained.

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

第1図は本発明の海洋作業台の実施例を示す正面図、第
2図は同上平面図、第3図は同上側面図である。 1・・・ポンツーン 2・・・レグ 3・・・昇降装置 4・・・本体部 5・・・中空支柱 6・・・上部デノキ7・・・クレー
ン 8・・・操作室 9・・・アンカー 出願人 鹿島建設株式会社
FIG. 1 is a front view showing an embodiment of the marine working platform of the present invention, FIG. 2 is a plan view of the same, and FIG. 3 is a side view of the same. 1... Pontoon 2... Leg 3... Lifting device 4... Main body 5... Hollow support 6... Upper bar 7... Crane 8... Control room 9... Anchor Applicant Kajima Construction Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] ポンツーンに昇降可能なレグを設けた海洋作業台におい
て、ポンツーンは注水可能な本体部から間隔を存して並
列する柱体のつなぎ材で上部デツキを支承するものとし
、該つなぎ材部骨に水位変化が位置するように作業時の
固定を行うことを特徴とした海洋作業台。
In a marine work platform in which the pontoon is equipped with legs that can be raised and lowered, the pontoon shall support the upper deck by connecting members of pillars arranged in parallel at a distance from the main body that can be injected with water, and the water level shall be maintained at the bones of the connecting members. A marine work platform characterized by being fixed during work so that the change is located.
JP16891883A 1983-09-13 1983-09-13 Offshore working platform Granted JPS6062318A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16891883A JPS6062318A (en) 1983-09-13 1983-09-13 Offshore working platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16891883A JPS6062318A (en) 1983-09-13 1983-09-13 Offshore working platform

Publications (2)

Publication Number Publication Date
JPS6062318A true JPS6062318A (en) 1985-04-10
JPS6335766B2 JPS6335766B2 (en) 1988-07-18

Family

ID=15876967

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16891883A Granted JPS6062318A (en) 1983-09-13 1983-09-13 Offshore working platform

Country Status (1)

Country Link
JP (1) JPS6062318A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014070024A3 (en) * 2012-11-05 2014-08-07 North C As Vessel for lifting operations at sea, roll and pitch compensator and method for securing a semi submersible vessel to a seadbed
JP2022167735A (en) * 2021-04-22 2022-11-04 杜 同 Floating island on sea

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5037442A (en) * 1973-08-06 1975-04-08
JPS5211121A (en) * 1975-07-18 1977-01-27 Fujitsu Ltd Magnet material

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5037442A (en) * 1973-08-06 1975-04-08
JPS5211121A (en) * 1975-07-18 1977-01-27 Fujitsu Ltd Magnet material

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014070024A3 (en) * 2012-11-05 2014-08-07 North C As Vessel for lifting operations at sea, roll and pitch compensator and method for securing a semi submersible vessel to a seadbed
JP2022167735A (en) * 2021-04-22 2022-11-04 杜 同 Floating island on sea

Also Published As

Publication number Publication date
JPS6335766B2 (en) 1988-07-18

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