JPH01219207A - Spud type maritime structure - Google Patents

Spud type maritime structure

Info

Publication number
JPH01219207A
JPH01219207A JP4363588A JP4363588A JPH01219207A JP H01219207 A JPH01219207 A JP H01219207A JP 4363588 A JP4363588 A JP 4363588A JP 4363588 A JP4363588 A JP 4363588A JP H01219207 A JPH01219207 A JP H01219207A
Authority
JP
Japan
Prior art keywords
spud
fitting
floating body
fitting hole
spuds
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
JP4363588A
Other languages
Japanese (ja)
Other versions
JPH07122259B2 (en
Inventor
Takayoshi Ota
太田 隆義
Norihisa Miyagawa
典久 宮川
Ichiro Tabuchi
田淵 一郎
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.)
Shimizu Construction Co Ltd
Mitsubishi Heavy Industries Ltd
Mitsui Engineering and Shipbuilding Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Mitsubishi Heavy Industries Ltd
Mitsui Engineering and Shipbuilding Co Ltd
Shimizu 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 Shimizu Construction Co Ltd, Mitsubishi Heavy Industries Ltd, Mitsui Engineering and Shipbuilding Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP4363588A priority Critical patent/JPH07122259B2/en
Publication of JPH01219207A publication Critical patent/JPH01219207A/en
Publication of JPH07122259B2 publication Critical patent/JPH07122259B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To make it easy to replace buffer members and to prevent oscillation in case of a storm by providing a replacing hole capable of taking buffer members in and out to fitting holes of leg bodies, providing a fitting projected section and a fitting recessed section to the tip of a spud and the fitting hole of the spud, and fitting the recessed and projected section. CONSTITUTION:A plurality of spuds 10 whose lower ends are buried into the bottom of the sea, a floating body section 12 provided with a plurality of leg bodies 11 loosely fitted respectively, a ballast tank 25 mounted on the floating body section 12 and a pumping means for supplying and draining the water into the ballast tank 25 are provided to the periphery of each of spuds 10. The buffer members 15 coming into contact with the peripheral surface of the spuds 10 are provided detachably on a placing member 28, which is on the internal circumferential surface of a fitting hole 14 to loosely fit spuds 10 of leg bodies 11, and at the same time, replacing holes 16 for buffer members 15 are provided on the upper side of the fitting hole 14. In addition, a fitting projected section having a shape so that the outside surface thereof is reduced as it goes to the end and a fitting recessed section coming into contact with the fitting projected section are provided to the tip of spud 10 and the fitting hole 14.

Description

【発明の詳細な説明】 「産業上の利用分野j 本発明は、海洋都市、海洋ヘリポート、洋上プラント、
コミューター空港、海洋レジャーランド等を海洋に構築
するのに好適なスパッド式海洋構造物に関するものであ
る。
[Detailed Description of the Invention] "Industrial Application Fields j The present invention is applicable to marine cities, marine helipads, offshore plants,
This invention relates to a spud-type marine structure suitable for constructing commuter airports, marine leisure lands, etc. on the ocean.

「従来の技術」 近年における陸上での用地難等にともない、海上空間の
有効利用を図った前記各種海洋施設の開発が進められて
いる。中でもたとえばコミューター空港は、近距離区間
の航空輸送の発達に伴って、その需要が増大している反
面、陸上での建設は用地難、騒音公害等の規制により実
質的に困難な状態にあるため、この種の施設を海上に建
設することが急務となっている。
"Prior Art" Due to land shortages in recent years, the development of the various marine facilities described above that aims to make effective use of marine space has been progressing. Among these, for example, demand for commuter airports is increasing with the development of short-distance air transportation, but construction on land is practically difficult due to land shortages, noise pollution regulations, etc. There is an urgent need to construct this type of facility offshore.

ところで、このような海洋施設の構築法としては、たと
えば埋め立て工法が知られているが、埋め立て工法は、
ダンプ公害、浅水床しか利用できない等の問題点がある
ため、近年では海洋構造物を利用した各種海洋施設の構
築が図られている。
By the way, as a construction method for such marine facilities, for example, the landfill method is known;
Due to problems such as dump pollution and the inability to use only shallow water beds, efforts have been made in recent years to construct various marine facilities using marine structures.

従来、海洋構造物を洋上に構築する場合、構造物全体を
海洋上に浮かせて係留する浮体式方式と、デツキを支え
る柱脚にバラストタンクを設けて浮力と重量をバランス
させ、構造物を海底に軟着させる軟着底方式(例えば特
開昭60−85112号公報、特開昭60−70213
号公報、特開昭60−13811号公報等参照)の2つ
が提案されている。
Conventionally, when constructing offshore structures offshore, we used a floating method in which the entire structure was floated on the ocean and moored, and a ballast tank was installed on the column base supporting the deck to balance buoyancy and weight. A soft bottom method (for example, JP-A-60-85112, JP-A-60-70213)
(See Japanese Patent Laid-Open No. 13811/1984, etc.).

ところが、前者の浮体式構造では、波による動揺を抑制
することが難しいため、居住性が低く、住人に不快感を
与えてしまい、また、設備に動揺抑制対策等をしておく
必要があるため、コスト高になるといった問題点があり
、また、後者の軟着底構造では、係留装置等を省略する
ことがでと、かつ、その居住性を向上できる反面、軟着
底構造であるが故に潮流等の水平力に対して若干の不安
があった。
However, with the former type of floating structure, it is difficult to suppress the vibrations caused by waves, resulting in low livability and discomfort for residents, and the need to take measures to suppress vibrations in the equipment. However, while the latter soft-bottomed structure can omit mooring devices and improve livability, the soft-bottomed structure There was some concern about horizontal forces such as tidal currents.

そこで本発明者等は、従来の海洋構造物の有する前記問
題点を解決すべく鋭意研究した結果、海底に複数のスパ
ッドを打ち込み、洋上に前記各スパッドの外周にそれぞ
れ遊嵌される複数の脚体を備えた浮体部を係留させて、
浮体部のバラストを調整することにより、前記浮体部を
洋上に浮上させたり、海底に軟着底させたりすることの
できるスパッド式海洋構造物を提案した(たとえば特願
昭62−240443号等参照)。このようなスパッド
式海洋構造物は、第15図ないし第17図に示すような
構造である。すなわち、このスパッド式海洋構造物は、
海底Gに下端が埋め込まれた複数のスパッドlと、これ
らスパッド1の外周にそれぞれ遊嵌される複数の脚体2
を備えかつ上部に建築物Bが構築されるトラス架構の浮
体部3とを主体として構成されたもので、スパッドlの
外周に一体に取り付けられた架台4に浮体部3の脚体2
を軟着底させるように構成されている。
Therefore, as a result of intensive research to solve the above-mentioned problems of conventional marine structures, the present inventors drove a plurality of spuds into the seabed, and installed a plurality of legs loosely fitted around the outer periphery of each spud on the ocean. By mooring a floating body with a body,
He proposed a spud-type marine structure that allows the floating body to float on the ocean or land softly on the seabed by adjusting the ballast of the floating body (see, for example, Japanese Patent Application No. 62-240443). ). Such a spud-type marine structure has a structure as shown in FIGS. 15 to 17. In other words, this spud type offshore structure is
A plurality of spuds l whose lower ends are embedded in the seabed G, and a plurality of legs 2 loosely fitted around the outer periphery of these spuds 1.
It is mainly composed of a floating body part 3 of a truss frame on which the building B is constructed, and the legs 2 of the floating body part 3 are mounted on a frame 4 integrally attached to the outer periphery of the spud l.
It is configured to have a soft bottoming.

また、前記浮体部3の脚体2は、第16図および第17
図に示すように、内部にタンク室Rを備えたバラストタ
ンク5を兼ねており、その下面には、スパッドlを遊嵌
する嵌合孔6が形成されている。この嵌合孔6の内周面
には、嵌合孔6の周方向に沿って延びるゴム製の緩衝材
7が、嵌合孔6の軸方向に沿って等間隔に複数配設され
、また、スパッドlの外周および架台4の上面には同様
の緩衝材8が設けられている。
Moreover, the legs 2 of the floating body part 3 are shown in FIGS. 16 and 17.
As shown in the figure, the ballast tank 5 also serves as a ballast tank 5 having a tank chamber R therein, and a fitting hole 6 into which a spud I is loosely fitted is formed in the lower surface thereof. A plurality of rubber cushioning materials 7 extending along the circumferential direction of the fitting hole 6 are arranged on the inner peripheral surface of the fitting hole 6 at equal intervals along the axial direction of the fitting hole 6. , a similar cushioning material 8 is provided on the outer periphery of the spud l and on the upper surface of the pedestal 4.

なお、前記スパッド式海洋構造物は、浮体部3のデツキ
部3a等に備えられた制御手段によりバラストタンク5
のバラスト量が調整されて軟着底構造ないしは浮体構造
を取るように制御されるものである。
In addition, the spud type marine structure has a control means provided in the deck part 3a of the floating body part 3, etc. to control the ballast tank 5.
The amount of ballast is adjusted so that a soft-bottomed structure or a floating structure is achieved.

「発明が解決しようとする課題」 前記したスパッド式海洋構造物によれば、バラストタン
ク5のバラスト量の調整によってデツキ部の様々な荷重
条件に対処することがでと、また気象や地震等への対応
が自在となるので、その居住性を向上させることがでと
、さらに脚体2を架台4に載せることにより海底面の地
盤条件の影響をなくすことができる等の利点がある。と
ころが、このようなスパッド式海洋構造物にあっても、
たとえば次のような点で解決すべき問題点が残されてい
る。
``Problems to be Solved by the Invention'' According to the above-mentioned spud-type offshore structure, it is possible to cope with various load conditions on the deck part by adjusting the amount of ballast in the ballast tank 5, and it is possible to cope with various load conditions on the deck part, and also to cope with weather, earthquakes, etc. This has advantages such as improving the habitability of the building and eliminating the influence of ground conditions on the seabed by placing the legs 2 on the pedestal 4. However, even with such spud-type offshore structures,
For example, the following issues remain to be resolved:

すなわち、暴風時にバラスト量を調整し、架台上に浮体
部を軟着底させても、その固定が不完全であり、水平方
向に動く可能性があること。また、脚体2の嵌合孔6に
設けた緩衝材7が経年変化等によって劣化した場合に、
その交換作業に手間がかかるなど、そのメンテナンスが
悪い点である。
In other words, even if the amount of ballast is adjusted during a storm and the floating body is brought to a soft bottom on the pedestal, it will not be fully fixed and may move horizontally. In addition, if the cushioning material 7 provided in the fitting hole 6 of the leg body 2 deteriorates due to aging etc.
The problem is that maintenance is poor, such as the time it takes to replace them.

本発明は前記事情に鑑みて提案されたもので、その目的
とするところは、暴風時に、浮体部のスパッドへの固定
を確実にし、動揺がなく、さらにメンテナンス作業を良
好にできるスパッド式海洋構造物を提供することにある
The present invention has been proposed in view of the above-mentioned circumstances, and its purpose is to provide a spud-type marine structure that securely fixes the floating body to the spud during stormy weather, prevents movement, and facilitates maintenance work. It's about providing things.

「課題を解決するた吟の手段」 そこで不発゛明にかかるスパッド式海洋構造物は、海底
に上端が海底面よりも突出した状態で設置された複数の
スパッドと、これら各スパッドの外周にそれぞれ遊嵌さ
れる複数の脚体を備えた浮体部と、府記浮体部に設けら
れたバラストタンクと、前記バラストタンクのバラスト
量を調整する制御手段とを具備し、かつ、前記脚体のス
パッドを遊嵌する嵌合孔の内周面に、スパッドの外周面
に当接する緩衝材を着脱自在に設けるとともに、前記嵌
合孔の緩衝材を臨む上面に、緩衝材を嵌合孔より取り出
す取替え孔を設けたことを特徴とするものである。
``A means to solve problems'' Therefore, the spud-type offshore structure involved in the misfire consists of multiple spuds installed on the seabed with their upper ends protruding above the seabed surface, and each spud on the outer periphery of each spud. A floating body section including a plurality of loosely fitted legs, a ballast tank provided in the Fuuki floating body section, and a control means for adjusting the amount of ballast in the ballast tank, and spuds of the legs. A replacement method in which a cushioning material that contacts the outer peripheral surface of the spud is detachably provided on the inner peripheral surface of the fitting hole into which the spud is loosely fitted, and the cushioning material is removed from the fitting hole on the upper surface of the fitting hole facing the cushioning material. It is characterized by having holes.

さらに、前記スパッドの先端および該スパッドを遊嵌す
る嵌合孔のうち一方に、外面が先端に行くに従い縮小す
る形状の嵌合凸部を、他方に前記嵌合凸部に面接触する
嵌合凹部をそれぞれ設けたものである。
Furthermore, one of the tip of the spud and the fitting hole into which the spud is loosely fitted is provided with a fitting convex portion whose outer surface is reduced in size toward the tip, and the other is provided with a fitting convex portion in surface contact with the fitting convex portion. A recess is provided in each case.

「作用」 前記構成のスパッド式海洋構造物は、浮体部上において
、脚体の嵌合孔に開口する取替え孔を介し緩衝材の着脱
作業を実施することができるので、メンテナンスを良好
にすることができる。
"Function" The spud-type marine structure having the above configuration allows the attachment and detachment of the cushioning material to be carried out on the floating body through the replacement hole that opens into the fitting hole of the leg body, thereby facilitating maintenance. Can be done.

また、浮体部を降ろすと、嵌合凸部と嵌合凹部とが凹凸
嵌合し、これらの凹凸嵌合によって浮体部のスパッドへ
の固定が確実になり、浮体部の動揺がなくなる。
Furthermore, when the floating body is lowered, the fitting convex portion and the fitting concave portion engage in a convex-concave fit, and this concave-convex fit ensures that the floating body is fixed to the spud, thereby eliminating any movement of the floating body.

「実施例」 以下、本発明の実施例を図面を参照しながら説明すると
、本発明にかかるスパッド式海洋構造物も基本的には、
第1図および第2図などに示すように、海底に下端が埋
め込まれた複数のスパッドIOと、これらスパッドlO
の外周にそれぞれ遊嵌される複数の脚体11を備えかつ
上部に建築物が構築される浮体部12とを主体として構
成された構造が採用される。
"Embodiments" Hereinafter, embodiments of the present invention will be described with reference to the drawings. Basically, the spud-type marine structure according to the present invention also includes:
As shown in Figures 1 and 2, there are a plurality of spuds IO whose lower ends are buried in the seabed, and these spuds IO.
A structure is adopted which is mainly comprised of a plurality of legs 11 that are loosely fitted around the outer periphery of the floating body part 12 on which a building is constructed.

しかし、本発明においては、脚体11の下面のスパッド
lOを遊嵌する嵌合孔14の内周面に、ゴム、合成樹脂
等からなる緩衝材15を、嵌合孔14の軸線方向に沿っ
て着脱自在に設け、前記嵌合孔14の前記緩衝材15を
臨む上面(第1図上面)に該緩衝材15を嵌合孔14よ
り浮体部12上に取り出す取替え孔16を設けたことを
特徴としている。
However, in the present invention, a cushioning material 15 made of rubber, synthetic resin, etc. is placed along the axial direction of the fitting hole 14 on the inner circumferential surface of the fitting hole 14 into which the spud IO on the lower surface of the leg body 11 is loosely fitted. A replacement hole 16 is provided on the upper surface of the fitting hole 14 facing the cushioning material 15 (upper surface in FIG. 1) for taking out the cushioning material 15 from the fitting hole 14 onto the floating body part 12. It is a feature.

まず、スパッド10について説明すると、このスパッド
IOは、第3図および第4図などに示すように、調製中
空もしくは内部にコンクリートを充填した円筒形の密閉
構造とされ、その先端(上端)には、外面が先端に行く
に従って縮小する形状(図示例ではテーパ状)の嵌合凸
部10Aが設けられており、また、スパッド10の下端
外周面には、縦リブ10aにより補強された円板状のフ
ランジ板10bが突設され、さらに必要に応じて第4図
に示すように、コンクリートC中に埋設される部分にス
タッドボルト10cが取り付けられるようになっている
。そして、このスパッドlOは、アンカー杭20を介し
て海底Gに固定された基礎部21にコンクリートCを介
して一体化されている。なお、図示例の場合、スパッド
IOを海底Gに一体化させる基礎部21は、四辺形状に
組まれた鋼製の型枠22と、この型枠22を埋め込むよ
うにして根切り孔21aに打設されたコンクリートCと
を主体として構成され、また、前記型枠22にはアンカ
ー杭20が挿入されるガイド孔22aが形成されている
First, to explain the spud 10, as shown in FIGS. 3 and 4, the spud IO has a cylindrical sealed structure with a hollow space or filled with concrete, and its tip (upper end) , a fitting convex portion 10A whose outer surface is tapered toward the tip is provided, and a disk-shaped fitting convex portion 10A reinforced by vertical ribs 10a is provided on the outer peripheral surface of the lower end of the spud 10. A flange plate 10b is provided to protrude from the flange plate 10b, and stud bolts 10c can be attached to the portion to be buried in the concrete C if necessary, as shown in FIG. This spud IO is integrated with a foundation 21 fixed to the seabed G via an anchor pile 20 via concrete C. In the case of the illustrated example, the foundation 21 that integrates the spud IO with the seabed G includes a steel formwork 22 assembled in a quadrilateral shape and a root cut hole 21a that is drilled so as to embed this formwork 22. The formwork 22 is mainly composed of concrete C, and a guide hole 22a into which the anchor pile 20 is inserted is formed in the formwork 22.

次いで、本発明にかかるスパッド式海洋構造物の最大の
特徴部分である脚体11について述べる。
Next, the leg body 11, which is the most distinctive part of the spud-type marine structure according to the present invention, will be described.

まず、各脚体11にはバラストタンク25が設けられて
いる。このバラストタンク25は、第3図などに示すよ
うに、脚体11の外面を形成する外部筒体11aと、脚
体11の底面を形成する底板部11bとにより囲まれた
タンク室Rを備えており、また、このバラストタンク2
5には海水等の流体を注入・排出するポンプ手段が付設
されている。これらポンプ手段はそれぞれ別個に作動さ
れて、各バラストタンク25内に注水および排水される
流体の量をタンク毎に調整できるようになっていること
は勿論であり、これにより、浮力と自重とのバランスを
確保して全体もしくは部分的に様々な荷重条件や水深に
対応することが可能になるものである。
First, each leg 11 is provided with a ballast tank 25. As shown in FIG. 3, the ballast tank 25 includes a tank chamber R surrounded by an external cylinder 11a forming the outer surface of the leg 11 and a bottom plate portion 11b forming the bottom surface of the leg 11. Also, this ballast tank 2
5 is provided with pump means for injecting and discharging fluid such as seawater. It goes without saying that these pump means are each operated separately so that the amount of fluid injected into and drained from each ballast tank 25 can be adjusted for each tank, thereby making it possible to balance buoyancy and self-weight. This ensures balance and makes it possible to respond to various load conditions and water depths in whole or in part.

次いで、脚体!1の嵌合孔14について述べれば、嵌合
孔14は脚体11の底板部11bの中央に形成され、そ
の上面に前記スパッドIOの先端の嵌合凸部10Aに面
接触するテーパ状の嵌合凹部14Aが形成され、その内
面にスパッド10の上端に当接する緩衝材15Aが取り
付けられてぃる。また、嵌合孔!4の下端内周面には、
第5図に示すように、複数のチャンネル状支持部材26
が、その長さ方向を嵌合孔14の軸線方向に沿わせた状
態で周方向に沿って等間隔に取り付けられ、それら支持
部材26の間に緩衝材15を取り付けるための取付は溝
27が形成され、さらに、この取付は溝27の下端には
、緩衝材15を載せる載置部材28が設けられている(
第3図参照)。
Next, the legs! Regarding the fitting hole 14 of No. 1, the fitting hole 14 is formed in the center of the bottom plate portion 11b of the leg body 11, and has a tapered fitting hole on its upper surface that makes surface contact with the fitting convex portion 10A at the tip of the spud IO. A mating recess 14A is formed, and a cushioning material 15A that contacts the upper end of the spud 10 is attached to the inner surface of the recess 14A. Also, a mating hole! On the inner peripheral surface of the lower end of 4,
As shown in FIG. 5, a plurality of channel-shaped support members 26
are attached at equal intervals along the circumferential direction with their lengths aligned along the axial direction of the fitting hole 14, and the grooves 27 are used to attach the cushioning material 15 between the supporting members 26. Furthermore, a mounting member 28 on which the cushioning material 15 is placed is provided at the lower end of the groove 27 (
(See Figure 3).

一方、図示例では、緩衝材15を取り替える取替え孔1
6は、第6図などに示すように、脚体l■のタンク室R
を貫通する2重壁30a、30bと、これら2重壁30
a、30bの間に設けられた複数の垂直隔板30cによ
って水密に仕切られてなり、その上端が水面よりも上方
の脚体11の上端に達し開口した構成となっている。
On the other hand, in the illustrated example, the replacement hole 1 for replacing the cushioning material 15 is
6 is the tank chamber R of the leg l■, as shown in FIG.
The double walls 30a and 30b that penetrate the
It is watertightly partitioned by a plurality of vertical partition plates 30c provided between a and 30b, and the upper end thereof reaches the upper end of the leg body 11 above the water surface and is open.

そして、緩衝材15は、前記取替え孔16内にワイヤW
等を介して吊られた状態で、支持部材26の間の取付は
溝27にセットされ、デツキ部12上において、ワイヤ
Wを操作(巻き上げ操作、巻き降ろし操作)することに
よって着脱できるように構成されている。なお、図示例
では、第5図に示すように、緩衝材I5は横断面台形状
に形成されて、取付は溝27内から抜は落ちることがな
いようにセットされている。
Then, the buffer material 15 has a wire W inside the replacement hole 16.
The attachment between the support members 26 is set in the groove 27 in a suspended state via the support members 26, etc., and is configured so that it can be attached and detached by operating the wire W (winding operation, unwinding operation) on the deck portion 12. has been done. In the illustrated example, as shown in FIG. 5, the buffer material I5 is formed to have a trapezoidal cross section, and is installed so that it will not fall out of the groove 27.

なお、この海洋構造物には、たとえばバラストタンク2
5のバラスト量を調整する制御手段が設けられて、構造
物の姿勢制御が行なわれるようになっている。この制御
手段としては、例えば脚体11等に生じる荷重等を検出
するセンサー(圧力センサー等)と、前記センサーに接
続されたコンピューターとから構成され、前記コンピュ
ーターからの出力と、海洋構造物のバランス条件とを比
較監視すること等により構造物全体を制御するもの等が
挙げられる。
Note that this marine structure includes, for example, a ballast tank 2.
A control means for adjusting the amount of ballast of No. 5 is provided to control the attitude of the structure. This control means is comprised of a sensor (pressure sensor, etc.) that detects the load generated on the leg 11, etc., and a computer connected to the sensor, and uses the output from the computer and the balance of the marine structure. Examples include those that control the entire structure by comparing and monitoring conditions.

また、第7図には、海上に完成したスパッド式海洋構造
物の斜視図を示しており、図示例では、浮体部12は、
コンクリートあるいは鋼板等によりなる全体が平板状の
デツキ部12aを備えており、また該デツキ部12aの
上面には、ヘリポート30aを備えた建屋30、トラス
構造の屋根を備えたイベント広場31および公園32、
水族館30Aなどが設けられ、さらにデツキ部12aの
下側には船の発着場33が設けられるとともに、周囲に
は浮桟橋34を持つヨツトハーバ−が形成されている。
Moreover, FIG. 7 shows a perspective view of a spud type marine structure completed on the sea, and in the illustrated example, the floating body part 12 is
The entire deck part 12a is made of concrete or steel plate and has a flat plate shape. On the upper surface of the deck part 12a, there are a building 30 with a helipad 30a, an event plaza 31 with a truss structure roof, and a park 32. ,
An aquarium 30A and the like are provided, and a boat landing place 33 is provided below the deck portion 12a, and a yacht harbor with a floating pier 34 is formed around it.

なお、前記デツキ部f2aは井桁状に組まれたデツキガ
ーダ−により全体が支持され、かつ、前記デツキガーダ
−の各交点の下面にスパッド10の外周に遊嵌される前
記脚体11が垂設されている。
The deck portion f2a is entirely supported by deck girders arranged in a cross-shaped structure, and the legs 11, which are loosely fitted around the outer periphery of the spud 10, are vertically provided on the lower surface of each intersection of the deck girders. There is.

そして、互いに隣接する脚体11間には、これら脚体2
を連結する支持梁35が脚体11の下部に位置して設け
られるとともに、これら各支持梁35により囲まれた内
側には図面では分からないが筋かい梁が配設され、かつ
、前記支持梁35とデツキガーダ−12aとの間にはプ
レース材36が設けられている。
Between the legs 11 adjacent to each other, these legs 2
A support beam 35 is provided at the bottom of the leg body 11 to connect the support beams 35, and a brace beam is provided inside the support beams 35, although it is not visible in the drawing. A place material 36 is provided between the deck girder 35 and the deck girder 12a.

なお、前記バラストタンク25の設計にあたっては、暴
風時スパッド10に水平外力による転倒モーメントや波
による揚力を考えても常に僅かながらの押し込み力を与
えることが可能な容量のものを設計し、また環境荷重に
よりスパッド10に過大な押込み力等が作用しないよう
なバランシングが可能な構造のものを設計する。
Furthermore, when designing the ballast tank 25, it is designed to have a capacity that can always apply a small pushing force to the spud 10 during a storm, even considering the overturning moment caused by horizontal external force and the lift force caused by waves, and also to ensure that the environment A structure is designed that allows for balancing so that excessive pushing force or the like is not applied to the spud 10 due to the load.

なお、浮体部12を構成するデツキ部12aの位置は萌
記最高潮位時にも波浪の影響を受けない高さに設定する
とともにデツキ部12aと海面間の距離に臨海感を持て
るものにする。
The position of the deck part 12a constituting the floating body part 12 is set at a height that will not be affected by waves even at the highest tide level, and the distance between the deck part 12a and the sea surface is set to give a sense of being on the sea.

次いで、以上のように構成されたスパッド式海洋構造物
の作用について説明する。
Next, the operation of the spud-type marine structure constructed as described above will be explained.

第7図などに示すように前記構成のスパッド式海洋構造
物を海上に構築するには、たとえば第8図に示すように
、ドッグ40内で脚体13デツキ部12aおよびデツキ
、部12a上に構築される建築物の主要部を建造すると
ともに、脚体11の嵌合孔14にスパッド10を挿入し
た状態で固定しておく。このスパッドIOの固定手段と
しては、−膜内なボルトナツトによる方法で嵌合孔14
の内周面に固定する手段などが挙げられるが、取替え孔
16を利用して、スパッドlOを吊り下げるような手段
を採ることもできる。
In order to construct a spud-type marine structure having the above-mentioned structure on the sea as shown in FIG. 7, for example, as shown in FIG. While constructing the main part of the building to be constructed, the spuds 10 are inserted into the fitting holes 14 of the legs 11 and fixed. The means for fixing this spud IO is as follows: - A bolt/nut in the membrane is used in the fitting hole 14.
For example, the spud 10 may be fixed to the inner circumferential surface of the spud 10, but it is also possible to use the replacement hole 16 to suspend the spud 1O.

次いで、第9図に示すように、脚体11の下部を海中に
沈めて水平な状態で浮体部12を曳船41によって設置
海域まで曳航する。この際、浮体部12は、バラストタ
ンク25内への水バラストの充填によって、重心が下方
に位置し、直立した安定な状態となっているので、波浪
、風等の受けやすい海域における曳航作業を良好にする
ことができる。
Next, as shown in FIG. 9, the lower part of the leg 11 is submerged in the sea, and the floating body part 12 is towed in a horizontal state to the installation sea area by the tugboat 41. At this time, by filling the ballast tank 25 with water ballast, the center of gravity of the floating body part 12 is located downward, and the floating body part 12 is in an upright and stable state, so it can be towed in sea areas where it is susceptible to waves, wind, etc. It can be made good.

そして、第1O図に示すように、スパッド10を固定す
る前に予め設置海域の海底Gに基礎部21を構築してお
く。この基礎部21の施工としては、まず、スパッドI
Oを建てる位置を深く掘って建込み用の根切りを行い、
型枠22を設置して、この型枠22のガイド孔22aに
アンカー杭20を挿入しつつこれをガイドとして海底G
にアンカー20を打ち込み、型枠22を固定する。なお
、型枠22を固定したならば、その後この型枠22上に
H型鋼からなる架台13を載置し、脚体11を載置る準
備をする(第10図参照)。
As shown in FIG. 1O, before fixing the spud 10, a foundation 21 is constructed in advance on the seabed G in the installation sea area. As for the construction of this foundation part 21, first, the spud I
Dig deeply at the location where O is to be built and cut the roots for construction.
The formwork 22 is installed, and while inserting the anchor pile 20 into the guide hole 22a of the formwork 22, the anchor pile 20 is inserted into the seabed G using this as a guide.
Anchors 20 are driven in to fix the formwork 22. After the formwork 22 is fixed, the frame 13 made of H-shaped steel is placed on the formwork 22 to prepare for placing the legs 11 (see FIG. 10).

次いで、係留索42によって構造物の位置調整を行いな
がら、前記型枠22の上面に脚体llの嵌合孔14を臨
ませ、嵌合孔14内にスパッドIOを固定した状態で脚
体11のバラストタンク25内に水バラストを注入し、
浮体部12を沈降さ仕、スパッド10の下端を型枠22
内に挿入するとともに、脚体11を架台13上に載せる
。そして、型枠22内に水中コンクリートCを打設して
、スパッド10をアンカー杭20と一体化させる。
Next, while adjusting the position of the structure using the mooring cables 42, the fitting hole 14 of the leg 11 is exposed to the upper surface of the formwork 22, and the leg 11 is fixed with the spud IO fixed in the fitting hole 14. Inject water ballast into the ballast tank 25 of
The floating body part 12 is submerged, and the lower end of the spud 10 is attached to the formwork 22.
At the same time, the legs 11 are placed on the pedestal 13. Then, underwater concrete C is poured into the formwork 22 to integrate the spud 10 with the anchor pile 20.

スパッドlOをこのようにして海底Gに固定したならば
、バラストタンク25内の水バラストを調整して姿勢制
御を行いながら、浮体部12を浮上させ、架台13を基
礎部21上から取り外し、脚体11の嵌合孔14内にス
パッドIOを遊嵌させ、絹製を施すと、第7図に示すよ
うな、コミューター空港が完成する。
Once the spud IO is fixed to the seabed G in this way, the floating body part 12 is floated while controlling the attitude by adjusting the water ballast in the ballast tank 25, the pedestal 13 is removed from the base part 21, and the legs are When the spud IO is loosely fitted into the fitting hole 14 of the body 11 and made of silk, a commuter airport as shown in FIG. 7 is completed.

前記海洋構造物の構築は、はとんどドッグ40内で工場
施工することがでと、また、基礎の施工も、予め海底G
に基礎部21を造って、この基礎部21にスパッド10
を固定するので、精度良くスパッド10を据え付けるこ
とがでと、その施工性を向上することがでと、工期短縮
を図ることができる。
The construction of the offshore structure can generally be carried out in a factory inside the dog 40, and the construction of the foundation can also be done in advance on the seafloor G.
Build a foundation 21 and attach spuds 10 to this foundation 21.
Since the spud 10 is fixed, the spud 10 can be installed with high accuracy, its workability can be improved, and the construction period can be shortened.

なお、スパッド10と基礎部21との一体化は、実施例
のように型枠22を利用したコンクリートCによる一体
化に限らず、コンクリート製の基礎部21にスパッドI
Oを強固にボルト止めするような構成としても良い。
Note that the integration of the spud 10 and the foundation 21 is not limited to integration using concrete C using the formwork 22 as in the embodiment;
It is also possible to have a structure in which O is firmly fixed with bolts.

このような構成をなすスパッド式海洋構造物にあっては
、たとえば第12図ないし第14図に示すように、バラ
ストタンク25への注排水を調整することにより、天候
や地震等への対応が自在となる。
In a spud-type offshore structure having such a configuration, for example, as shown in Figures 12 to 14, by adjusting the amount of water injected into the ballast tank 25, it is possible to respond to weather conditions, earthquakes, etc. Become free.

たとえば、第12図に示す通常使用状態(構造物を浮か
した状態)では、バラストタンク25内の水バラストが
排水されて、浮体部12は洋上に浮かんだ状態となって
おり、浮体部12は、潮流、風等による水平移動に対し
て緩衝材15とスパッド10との当接による規制を受け
ながら潮汐に追従して上下動することになる。この状態
で地震が起こったとしてもスパッド10と浮体部12は
緩衝材15を介して接しているので、地盤からの影響は
減じ、地震時の対応が可能となる。
For example, in the normal use state (state where the structure is floating) shown in FIG. 12, the water ballast in the ballast tank 25 is drained and the floating body part 12 is in a state floating on the ocean. , horizontal movement due to tidal currents, wind, etc., is regulated by the contact between the cushioning material 15 and the spud 10, and moves up and down following the tide. Even if an earthquake occurs in this state, since the spud 10 and the floating body part 12 are in contact with each other via the buffer material 15, the influence from the ground will be reduced, making it possible to respond to the earthquake.

また、暴風波浪時の場合には、バラストタンク25内に
バラストを注水し、デツキ部12を下げて、第13図に
示すように、スパッド10に脚体11をあずけ、浮体部
12をスパッド10に載せ、たとえば制御手段によって
、常に、潮汐、風、波を考慮してスパッドlOの鉛直方
向に押し込み力を作用させるようにバラスト量を制御す
ると、脚体11はスパッド10上に安定した状態で載置
され、浮体部12は潮汐に追従することなく、海底Gに
固定される。この結果、浮体部12は、その上下動は勿
論、水平動も拘束されて暴風、波浪に対する影響が減じ
、居住性が損なわれることがなくなるものである。
In addition, in the case of stormy waves, ballast is poured into the ballast tank 25, the deck part 12 is lowered, the legs 11 are placed on the spuds 10, and the floating body part 12 is placed on the spuds 10 as shown in FIG. For example, if the amount of ballast is controlled by the control means so as to always apply a pushing force in the vertical direction of the spud 10, taking into account tides, wind, and waves, the legs 11 are placed on the spud 10 in a stable state. The floating body part 12 is fixed to the seabed G without following the tide. As a result, not only the vertical movement but also the horizontal movement of the floating body part 12 is restrained, the influence of strong winds and waves is reduced, and the livability is not impaired.

実施例においては、構造物全体を海上に浮かした場合、
浮体部12を潮汐に追従させることができるので、その
親水性を確保できる。また、実施例では前記バラストタ
ンク25を、デツキ部12の脚体11に配置したので、
タンク25による浮力の調整を容易にすることがでと、
かつ構造物のコンパクト化を図ることができるが、バラ
ストタンク25を脚体11と別個に浮体部12に設けて
、浮力の調整を図るようにしても良い。
In the example, when the entire structure is floating on the sea,
Since the floating body part 12 can be made to follow the tide, its hydrophilicity can be ensured. In addition, in the embodiment, the ballast tank 25 is placed on the leg 11 of the deck portion 12, so that
To facilitate adjustment of buoyancy by the tank 25,
Although the structure can be made more compact, the ballast tank 25 may be provided in the floating body section 12 separately from the legs 11 to adjust the buoyancy.

ところで、脚体11の嵌合孔14にセットされた緩衝材
15を取り替える必要が生じた場合、実施例においては
、前記緩衝甘夏5の交換手段として、脚体11のタンク
室Rを貫通する二重壁30a、30bの間に水密に仕切
られた取替え孔16を、嵌合孔14の上面に開口させ、
さらに、この取替え孔16を介してワイヤWにより支持
部材26の間に位置する緩衝材15を吊っているので、
第2図に示すように、ワイヤWを脚体11の上面まで巻
き取ってデツキ部12上で新しいものと交換すれば良い
By the way, when it becomes necessary to replace the buffer material 15 set in the fitting hole 14 of the leg body 11, in the embodiment, as a means for replacing the buffer sweet summer 5, the buffer material 15 is replaced by penetrating the tank chamber R of the leg body 11. A replacement hole 16 watertightly partitioned between the double walls 30a and 30b is opened in the upper surface of the fitting hole 14,
Furthermore, since the cushioning material 15 located between the supporting members 26 is suspended by the wire W through this replacement hole 16,
As shown in FIG. 2, the wire W may be wound up to the upper surface of the leg 11 and replaced with a new one on the deck portion 12.

そして再び緩衝材15を吊り降ろせば、緩衝材15は、
取替え孔16を通って取付は溝27に嵌合しセットされ
ることになる。
Then, when the cushioning material 15 is hung down again, the cushioning material 15 becomes
When installing through the replacement hole 16, it is fitted into the groove 27 and set.

この交換操作は、ワイヤWを巻き上げて緩衝材15をデ
ツキ部12上で交換し、再度取替え孔16を通して吊り
降ろす単純作業であり、水中作業を省略できるので、緩
衝材15のメンテナンスが良好でランニングコストの低
下を図ることができるものである。
This replacement operation is a simple operation of winding up the wire W, replacing the cushioning material 15 on the deck part 12, and hanging it down again through the replacement hole 16. Since underwater work can be omitted, the maintenance of the cushioning material 15 is good and the running time is good. This makes it possible to reduce costs.

なお、本発明は前記の実施例に制約されるものではなく
、たとえばスパッドIOの上面に嵌合凹部14Aを形成
し、嵌合孔14のスパッド10の嵌合凹部14Aを臨む
内面にスパッド10の嵌合凹部14Aに嵌合する嵌合凸
部10Bを突設するようにして、これらを凹凸嵌合させ
るようにしても良い。
Note that the present invention is not limited to the above-described embodiments, and for example, a fitting recess 14A is formed on the upper surface of the spud IO, and a fitting recess 14A of the spud 10 is formed on the inner surface of the fitting hole 14 facing the fitting recess 14A. A fitting convex portion 10B that fits into the fitting recess 14A may be provided in a protruding manner so that the fitting convex portion 10B is fitted into the fitting concave portion 14A.

「発明の効果」 以上説明したように本発明にかかるスパッド式海洋構造
物は、海底に上端が海底面よりも突出した状態で設置さ
れた複数のスパッドと、これら各スパッドの外周にそれ
ぞれ遊嵌される複数の脚体を備えた浮体部と、前記浮体
部に設けられたバラストタンクと、前記バラストタンク
のバラスト虫を調整する制御手段とを具備し、かつ、前
記脚体のスパッドを遊嵌する嵌合孔の内周面に、スパッ
ドの外周面に当接する緩衝材を着脱自在に設けるととも
に、前記嵌合孔の緩衝材を臨む上面に、緩衝材を嵌合孔
より取り出す取替え孔を設けたので、この取替え孔を利
用して水中作業を行うことなく、緩衝材の交換作業を実
施でと、そのメンテナンスを良好にすることができるの
で、ランニングコストの低減を図ることができる。
"Effects of the Invention" As explained above, the spud-type marine structure according to the present invention includes a plurality of spuds installed on the seabed with their upper ends protruding above the seabed surface, and a spud that is loosely fitted around the outer periphery of each of these spuds. a ballast tank provided in the floating body; and a control means for adjusting ballast insects in the ballast tank, and the spuds of the legs are loosely fitted. A cushioning material that contacts the outer peripheral surface of the spud is removably provided on the inner peripheral surface of the fitting hole, and a replacement hole for taking out the cushioning material from the fitting hole is provided on the upper surface of the fitting hole facing the cushioning material. Therefore, by using this replacement hole to replace the buffer material without performing underwater work, maintenance can be improved, and running costs can be reduced.

さらに、スパッドの先端および該スパッドを遊嵌する嵌
合孔のうち一方に外面が先端に行くに従い縮小する形状
の嵌合凸部を、他方に前記嵌合凸部に面接触する嵌合凹
部をそれぞれ設けたので、制御手段によるバラス、トタ
ンクへの注排水を制御して、嵌合凸部と嵌合凹部とを凹
凸嵌合させることによって、暴風時に、浮体部のスパッ
ドへの固定を確実にすることがでと、この結果、浮体部
の動揺がなくなり、洋上での居住性を向上できるなど各
種海洋施設への適用性を向上することができる。
Further, one of the tip of the spud and the fitting hole into which the spud is loosely fitted has a fitting convex portion whose outer surface is reduced in size toward the tip, and the other has a fitting concave portion in surface contact with the fitting convex portion. By controlling the flow of water into the ballast and tank using the control means, and by making the fitting convex part and the fitting concave part fit into each other, the floating part can be securely fixed to the spud during stormy winds. As a result, the floating body part does not oscillate, and it is possible to improve the applicability to various marine facilities, such as improving the livability at sea.

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

図面は本発明の詳細な説明するために示したもので、第
1図および第2図は脚体の構造を示す正面図、第3図は
施工時における脚体の下端と基礎部を示す断面図、第4
図はその平面図、第5図は第3図■−■線に沿う矢視断
面図、第6図は第3図Vl−Vl線に沿う矢視断面図、
第7図はコミューター空港として完成した状態のスパッ
ド式海洋構造物を示す斜視図、第8図ないし第11図は
施工方法を工程順に示すもので、それぞれ正面図、第1
2図ないし第14図は作用を説明するために示したもの
で、第12図(a)および(b)は海洋構造物の通常使
用状態を示す正面図および断面図、第13図(a)およ
び(b)は海洋構造物をスパッドに固定した状態を示す
正面図および断面図、第14図(a)および(b)は地
震時に対応した状態を示す海洋構造物の正面図および断
面図、第15図ないし第17図は、先行技術のスパッド
式海洋構造物の一橋造例を示すもので、第15図は正面
図、第16図および第17図は脚体の断面図である。 lO・・・・・・スパッド、11・・・・・・脚体、1
2・・・・・・浮体部、12a・・・・・・デツキ部、
13・・・・・・架台、14・・・・・・嵌合孔、15
・・・・・・緩衝材、16・・・・・・取替え孔、20
・・・・・・アンカー抗、21・・・・・・基礎部、2
2・・・・・・型枠、25・・・・・・バラストタンク
、26・・・・・・支持部材、27・・・・・・取付は
溝、G・・・・・・海底、C・・・・・・コンクリート
The drawings are shown to explain the present invention in detail. Figures 1 and 2 are front views showing the structure of the legs, and Figure 3 is a cross-section showing the lower end and foundation of the legs during construction. Figure, 4th
The figure is a plan view, FIG. 5 is a sectional view taken along the line ■-■ in FIG. 3, and FIG. 6 is a sectional view taken along the line Vl-Vl in FIG. 3.
Figure 7 is a perspective view showing the completed spud-type offshore structure as a commuter airport, and Figures 8 to 11 show the construction method in the order of steps;
Figures 2 to 14 are shown to explain the operation, and Figures 12 (a) and (b) are a front view and sectional view showing the marine structure in normal use, and Figure 13 (a). and (b) is a front view and a cross-sectional view showing a state in which the marine structure is fixed to a spud, and FIGS. 14 (a) and (b) are a front view and a cross-sectional view of the marine structure in a state corresponding to an earthquake. 15 to 17 show an example of a conventional spud-type offshore structure with a one-bridge construction. FIG. 15 is a front view, and FIGS. 16 and 17 are sectional views of the legs. lO・・・Spud, 11・・・Leg body, 1
2...Floating body part, 12a...Deck part,
13... Frame, 14... Fitting hole, 15
...Buffer material, 16...Replacement hole, 20
...Anchor resistance, 21...Foundation part, 2
2... Formwork, 25... Ballast tank, 26... Support member, 27... Installation in groove, G... Seabed, C...Concrete.

Claims (1)

【特許請求の範囲】[Claims] 1)海底に上端が海底面よりも突出した状態で設置され
た複数のスパッドと、これら各スパッドの外周にそれぞ
れ遊嵌される複数の脚体を備えた浮体部と、前記浮体部
に設けられたバラストタンクと、前記バラストタンクの
バラスト量を調整する制御手段とを具備し、かつ、前記
脚体のスパッドを遊嵌する嵌合孔の内周面には、スパッ
ドの外周面に当接する緩衝材が着脱自在に設けられると
ともに、前記嵌合孔の緩衝材を臨む上面には、緩衝材を
嵌合孔より取り出す取替え孔が設けられていることを特
徴とするスパッド式海洋構造物。2)前記スパッドの先
端および該スパッドを遊嵌する嵌合孔のうち一方には、
外面が先端に行くに従い縮小する形状の嵌合凸部が、他
方には前記嵌合凸部に面接触する嵌合凹部がそれぞれ設
けられている請求項1記載のスパッド式海洋構造物。
1) A floating body section comprising a plurality of spuds installed on the seabed with their upper ends protruding above the seabed surface, a plurality of legs loosely fitted around the outer periphery of each of these spuds, and a floating body section provided on the floating body section. a ballast tank, and a control means for adjusting the amount of ballast in the ballast tank, and the inner circumferential surface of the fitting hole into which the spud of the leg body is loosely fitted has a buffer abutting against the outer circumferential surface of the spud. A spud-type marine structure characterized in that the material is detachably provided, and a replacement hole for taking out the cushioning material from the fitting hole is provided on the upper surface of the fitting hole facing the cushioning material. 2) One of the tip of the spud and the fitting hole into which the spud is loosely fitted,
2. The spud-type marine structure according to claim 1, wherein a fitting convex portion whose outer surface is reduced in size toward the tip thereof is provided, and a fitting concave portion which is in surface contact with the fitting convex portion is provided on the other side.
JP4363588A 1988-02-26 1988-02-26 Spud type offshore structure Expired - Lifetime JPH07122259B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4363588A JPH07122259B2 (en) 1988-02-26 1988-02-26 Spud type offshore structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4363588A JPH07122259B2 (en) 1988-02-26 1988-02-26 Spud type offshore structure

Publications (2)

Publication Number Publication Date
JPH01219207A true JPH01219207A (en) 1989-09-01
JPH07122259B2 JPH07122259B2 (en) 1995-12-25

Family

ID=12669326

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4363588A Expired - Lifetime JPH07122259B2 (en) 1988-02-26 1988-02-26 Spud type offshore structure

Country Status (1)

Country Link
JP (1) JPH07122259B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996025561A1 (en) * 1995-02-17 1996-08-22 Nikkensekkei Ltd. A soft settling structure and method for setting the same
JPH11107263A (en) * 1997-10-06 1999-04-20 Taneo Oki Floating body and mooring method thereof
FR2892432A1 (en) * 2005-10-25 2007-04-27 Doris Engineering Offshore urban structure, e.g. offshore oil production platform, has superstructure vertically extending from support infrastructure up to elevation located above maximum level that can reach swell on water surface

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996025561A1 (en) * 1995-02-17 1996-08-22 Nikkensekkei Ltd. A soft settling structure and method for setting the same
US5938374A (en) * 1995-02-17 1999-08-17 Nikkensekkei Ltd. Soft landing structure and method setting the same
JPH11107263A (en) * 1997-10-06 1999-04-20 Taneo Oki Floating body and mooring method thereof
FR2892432A1 (en) * 2005-10-25 2007-04-27 Doris Engineering Offshore urban structure, e.g. offshore oil production platform, has superstructure vertically extending from support infrastructure up to elevation located above maximum level that can reach swell on water surface

Also Published As

Publication number Publication date
JPH07122259B2 (en) 1995-12-25

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