JPS60138111A - Setting mechanism for bottom landing position of marine structure - Google Patents

Setting mechanism for bottom landing position of marine structure

Info

Publication number
JPS60138111A
JPS60138111A JP24337283A JP24337283A JPS60138111A JP S60138111 A JPS60138111 A JP S60138111A JP 24337283 A JP24337283 A JP 24337283A JP 24337283 A JP24337283 A JP 24337283A JP S60138111 A JPS60138111 A JP S60138111A
Authority
JP
Japan
Prior art keywords
plug
seabed
pedestal
marine structure
marine
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
JP24337283A
Other languages
Japanese (ja)
Other versions
JPS6314129B2 (en
Inventor
Kiyohide Terai
寺井 精英
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.)
KAIYO TOSHI KAIHATSU KK
Original Assignee
KAIYO TOSHI KAIHATSU KK
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 KAIYO TOSHI KAIHATSU KK filed Critical KAIYO TOSHI KAIHATSU KK
Priority to JP24337283A priority Critical patent/JPS60138111A/en
Publication of JPS60138111A publication Critical patent/JPS60138111A/en
Publication of JPS6314129B2 publication Critical patent/JPS6314129B2/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

Abstract

PURPOSE:To exactly set the position of pier stud for fixation by a method in which the lower end of the pier stud of a marine structure is shaped into a form of projected plug, plural vertical slits are provided in the periphery of the plug, and a recessed plug socket is fixed to the seabed. CONSTITUTION:A downwardly projected structure of plugs 2 are provided projectionally to the lower ends of the plural pier studs 1 of a marine structure. An upwardly recessed structure of plug sockets 4 having projections on its lower part are fixed to positions corresponding to the piers 1 of the seabed 3, in which the recessed structure is made up of a conical hole 12 and a vertical hole 11. The plug 2 is of a cylindrical form, having plural slits 8 provided axially at intervals. The lower ends of the pier studs can thus be exactly positioned and fixed and the deviation of the positions by earthquake, etc., can be prevented.

Description

【発明の詳細な説明】 本発明は海洋構造物を海底に位置決めするのに好適な海
洋構造物の着底位置決め機構に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a bottom positioning mechanism for a marine structure suitable for positioning the marine structure on the seabed.

本発明者は、先に特願昭58−178953号において
海洋構造物の着底調整機構を提案した。この機構は海洋
構造物から延びる複数の脚柱と夫々の脚柱に設けられた
浮力タンクとを備え、これら浮力タンクの浮力の調整に
より海洋構造物を常に水平な状態で海底に軟着させると
いう画期的なものであった。
The present inventor previously proposed a bottom landing adjustment mechanism for marine structures in Japanese Patent Application No. 58-178953. This mechanism includes multiple pedestals extending from the marine structure and buoyancy tanks installed on each pedestal, and by adjusting the buoyancy of these buoyancy tanks, the marine structure is always kept horizontally attached to the seabed. It was groundbreaking.

本発明の目的は、上記の如き先願の機構を更に改良して
より実用的ならしめた海洋構造物の着底位置決め機構を
提供することにある。
An object of the present invention is to provide a bottoming positioning mechanism for a marine structure that is further improved from the mechanism of the prior application and made more practical.

かかる目的を達成するために本発明は、特に、潮流や海
底地震等に対して有効に対処し得るように海洋構造物を
海底に能率良くかつ正確に精度よく位置決めできるよう
にしたものである。
In order to achieve such an object, the present invention is designed to efficiently, accurately, and precisely position a marine structure on the seabed so as to be able to effectively cope with tidal currents, submarine earthquakes, and the like.

以下、本発明な添伺図面に示された実施例に基いて詳細
に説明する。
EMBODIMENT OF THE INVENTION Hereinafter, the present invention will be described in detail based on embodiments shown in accompanying drawings.

第1図において、符号1は海洋構造物(図示せず)から
延びる脚柱を示す。海洋構造物は海洋都市の建築物や海
上空港または石油ステーション如きものから成っている
。この海洋構造物から多数の脚柱1が垂直に延びている
が、第1図にはそのうちの一本の脚柱を示している。こ
れら脚柱の夫々には浮力タンク(図示せず)が設けられ
、これら各タンクは流体の給排によって夫々独立に浮力
が調整できるようになっている。これら各タンクの浮力
の調整によって脚柱の下端は海底に軟着(ノット・ラン
ディング)することができる。これら海洋構造物、脚柱
および浮力タンクの構成および作用の詳細は上述した本
発明者に係る特願昭58−178953号を参照された
い。
In FIG. 1, numeral 1 indicates a pedestal extending from an offshore structure (not shown). Marine structures consist of buildings such as marine city buildings, marine airports, or oil stations. A number of pedestals 1 extend vertically from this marine structure, one of which is shown in FIG. Each of these pillars is provided with a buoyancy tank (not shown), and the buoyancy of each tank can be adjusted independently by supplying and discharging fluid. By adjusting the buoyancy of each tank, the lower end of the pedestal can be soft-knot-landed on the seabed. For details of the structure and operation of these marine structures, pillars and buoyancy tanks, please refer to the above-mentioned Japanese Patent Application No. 178953 filed by the present inventor.

夫々の脚柱1の下端には凸形構造(プラグ)2が取付け
られ、このプラグを支持するように海底3には複数の凹
形構造(コンセント)4が固定されている。プラグ2は
、例えば鋼材から作られた円筒状の形状を有しその一端
にはフランジ5が設けられている。このフランジは脚柱
1の下端に設けられたフランジ6に複数のボルト7によ
って公知の方法で接続されている。図示の実施例ではプ
ラグ2の外径dは約6mであり、脚柱1の外径りは約1
0mである。このプラグには複数のスリット8が設けら
れている。これらスリットは第1図及び第3図に示すよ
うにプラグの円周方向に間隔をあけて配置され且つプラ
グの軸方向に沿って延びている。これらスリットは図示
の実施例ではプラグの中間部分にある長さに亘って設け
られており、スリットの下端はプラグの下端進達してい
ない。即ち、これらスリットの下端は開放されていない
。他の実施例としてスリットの下端をプラグの下端迄延
ばして開放させプラグの下端に適当なリングを嵌め込み
プラグをいわゆる竹刀状に形成させてもよい。尚、図示
の実施例ではスリットはプラグの周囲を16等分するよ
うに設けられているO このようなスリットをプラグに設けることによって剛体
のプラグにある弾性をもたせることができる。即ち、例
えば、プラグに軸方向のある大きな力が加わったときプ
ラグのスリットを設けた部分は外方向に膨出するように
わん曲してその大きな力が直接脚柱に負担されないよう
にその大きな力を緩和させることができる。勿論、この
スリット部分はその大きな力が除去されねばその弾性作
用によって元の真直ぐな状態に戻ることができる。
A convex structure (plug) 2 is attached to the lower end of each pedestal 1, and a plurality of concave structures (outlets) 4 are fixed to the seabed 3 to support the plug. The plug 2 has a cylindrical shape made of, for example, steel, and is provided with a flange 5 at one end. This flange is connected to a flange 6 provided at the lower end of the pedestal 1 by a plurality of bolts 7 in a known manner. In the illustrated embodiment, the outer diameter d of the plug 2 is approximately 6 m, and the outer diameter of the pedestal 1 is approximately 1 m.
It is 0m. This plug is provided with a plurality of slits 8. These slits are spaced apart circumferentially of the plug and extend along the axial direction of the plug, as shown in FIGS. 1 and 3. In the embodiment shown, these slits are provided over a certain length in the middle of the plug, the lower ends of the slits not extending beyond the lower end of the plug. That is, the lower ends of these slits are not open. As another embodiment, the lower end of the slit may be extended to the lower end of the plug and opened, and a suitable ring may be fitted into the lower end of the plug to form the plug into a so-called Shinai-shape. In the illustrated embodiment, the slits are provided so as to divide the circumference of the plug into 16 equal parts. By providing such slits in the plug, a certain elasticity can be imparted to the rigid plug. That is, for example, when a large force is applied to the plug in the axial direction, the part of the plug where the slit is provided bends to bulge outward, preventing the large force from being directly applied to the pillar. force can be alleviated. Of course, this slit portion can return to its original straight state due to its elastic action unless the large force is removed.

夫々のコンセント4は例えばコンクリートや鋳鋼から作
られ、その下端には海底3に差し込まれる突出部9を有
している。これらコンセントは海洋構造物を設置しよう
とする海底にその突出部9を任意の手段VCよって打込
むことにより水平に固定される。これらコンセントの上
端には各プラグ2の下端部を収容する受部分10が設け
られている。この受部分はプラグ2の下端部が滑らかに
挿入される垂直孔11とこの垂直孔の上端から外方に拡
がって延びる円錐孔12とから成っている。
Each outlet 4 is made of concrete or cast steel, for example, and has a protrusion 9 at its lower end that is inserted into the seabed 3. These outlets are fixed horizontally by driving their protrusions 9 into the seabed where the marine structure is to be installed by any means VC. A receiving portion 10 for accommodating the lower end of each plug 2 is provided at the upper end of these outlets. This receiving part consists of a vertical hole 11 into which the lower end of the plug 2 is smoothly inserted, and a conical hole 12 extending outward from the upper end of the vertical hole.

各プラグの下端部は垂直孔11の中[滑らかに挿入され
、各プラグの下端面は脚柱lK設けられた浮力タンクの
浮力の調整により垂直孔11の底面に軽く接触即ち軟着
される(第1図参照)。尚、プラグの下端面と垂直孔の
底面との間にその軟着程度を示す圧力センサ(図示せず
)を設置1−ることかできる。
The lower end of each plug is inserted smoothly into the vertical hole 11, and the lower end surface of each plug is brought into light contact with the bottom surface of the vertical hole 11 by adjusting the buoyancy of the buoyancy tank provided with the pillar lK. (See Figure 1). A pressure sensor (not shown) may be installed between the lower end surface of the plug and the bottom surface of the vertical hole to indicate the degree of softness of the plug.

図示の実施例ではコンセントの高さhは約3m、垂直孔
11の長さ看は約1mである(第1図)。
In the illustrated embodiment, the height h of the outlet is approximately 3 m, and the length of the vertical hole 11 is approximately 1 m (FIG. 1).

尚、垂直孔11の中央部にはこの垂直化の底面から延び
る略円錐台形状の突起13が設けられている。この突起
は、プラグが垂直孔の中に挿入されたときにプラグの中
心孔の中に挿入されてプラグの主に横方向の必要以上の
移動を阻止するのを補助する。
A substantially truncated conical projection 13 is provided at the center of the vertical hole 11 and extends from the bottom surface of the vertical hole. This protrusion is inserted into the central hole of the plug when the plug is inserted into the vertical hole and helps prevent unnecessary movement of the plug, primarily in the lateral direction.

上記の構造において、先ず、海洋構造物を設置すべき海
底に予め複数のコンセント4を固定しておく。次いで、
海洋構造物から延びる複数のプラグの夫々の下端部を対
応する夫々のコンセントの垂直孔11の中に挿入し、脚
柱に設けられた浮力タンクの浮力の調整によりプラグの
下端部を垂直孔の底面に軟着させる。このよ5[して海
洋構造物は海洋の所定位置に位置決めされ、潮流VCよ
って流されたり地震によって移動したり傾斜したりする
ことはない。特に、地震が生じたときその初期の衝撃は
プラグのスリット部分により緩和されるので脚柱や海洋
都市等に大きな衝撃力が加わることがない。その後引き
続いて起る地震の衝撃は特願昭58−178953号に
示す浮力タンクの排水により、構造物全体を若干浮揚ぜ
しめることにより回避する。本発明によれば、以Fの如
き効果を奏することができる。
In the above structure, first, a plurality of outlets 4 are fixed in advance to the seabed where the marine structure is to be installed. Then,
Insert the lower end of each of the plurality of plugs extending from the offshore structure into the vertical hole 11 of the corresponding outlet, and adjust the buoyancy of the buoyancy tank provided on the pedestal to insert the lower end of the plug into the vertical hole. Attach it to the bottom. In this way, the marine structure is positioned at a predetermined position in the ocean and will not be washed away by tidal currents VC or moved or tilted by earthquakes. In particular, when an earthquake occurs, the initial impact is alleviated by the slit portion of the plug, so that no large impact force is applied to the pillars, marine cities, etc. The impact of subsequent earthquakes can be avoided by making the entire structure slightly buoyant by draining the buoyancy tank as shown in Japanese Patent Application No. 58-178953. According to the present invention, the following effects can be achieved.

fi+ 海洋構造物をコンセント・プラグ形式IT(7
より海底に設置するようにしたので脚柱の下端を直接海
底に軟着させる先願のものに比べて脚柱の位置決めとそ
の固定化が確実にでき、従って海洋構造物が副流により
流されたり地震等によって位置ずれを起したりすること
がない。又、脚柱の浮力の変動により位置がずれたりす
ることもない。
fi+ Outlet/plug type IT (7) for offshore structures
Since the structure is installed further on the seabed, the positioning and fixation of the pedestal can be ensured compared to the previous application in which the lower end of the pedestal is directly attached to the seabed, and the offshore structure is therefore prevented from being washed away by side currents. There is no risk of displacement due to earthquakes, etc. Furthermore, the position will not shift due to fluctuations in the buoyancy of the pillars.

(2) プラグのスリット部分により地震の衝撃を緩和
させることができ、従って脚柱の上部に位置する海洋都
市等の住民等に悪影響を及ぼさない。
(2) The slit portion of the plug can reduce the impact of an earthquake, and therefore will not have a negative impact on the residents of marine cities and other places located at the top of the pedestal.

(3)海底に予め水平に設置されたコンセン)[プラグ
を軟着させるようにしたので脚柱を海底に軟着させる先
願のものに比べて各プラグの下端面を常に均等圧でコン
セント[接触させることができる。
(3) Electrical outlets installed horizontally on the seabed in advance) [Since the plugs are soft-attached, compared to the previous application in which the pillars are soft-attached to the seabed, the lower end of each plug is always maintained at equal pressure. can be brought into contact.

(41上記先願では脚柱の海底に対する軟着度を検出す
る圧力センザが脚柱の下端面と海底との間に配置されて
いたので圧力センサの取付けが困難であったが、本発明
では圧力センザをコンセントとプラグとの接触面に配置
でき、従って、圧力センザの取付けがきわめて容易で正
確にできる。
(41 In the above-mentioned prior application, the pressure sensor that detects the softness of the pedestal to the seabed was placed between the bottom end of the pedestal and the seabed, making it difficult to install the pressure sensor, but in the present invention The pressure sensor can be placed on the contact surface between the outlet and the plug, and therefore the pressure sensor can be installed very easily and accurately.

(5) 上記先願では脚柱に浮力タンクが設けられてい
るので脚柱の下端部を必要以上に細くすることができな
かったが、本発明では脚柱の下端にプラグを取付けた形
態であるのでプラグを細くすることができ従って、材料
費が安価となる。
(5) In the above-mentioned prior application, a buoyancy tank was provided on the pedestal, so the bottom end of the pedestal could not be made thinner than necessary, but in the present invention, a plug is attached to the bottom end of the pedestal. This allows the plug to be made thinner, which reduces material costs.

(6)脚柱の下端面を海底に直接軟着させる先願では海
底の凹凸のレベル調整を浮力タンクを有する脚柱の長さ
で直接行うため脚柱の生産能率がきわめて悪かったが本
発明では脚柱の下端に取旬けられたプラグの長さで調節
できこのため各浮力タンク及び脚柱の製作に際同一製品
のくり返し生産が可能となりマスグロに適している。
(6) In the previous application, in which the lower end surface of the pedestal is directly attached to the seabed, the level of irregularities on the seabed was directly adjusted by the length of the pedestal having a buoyancy tank, so the production efficiency of the pedestal was extremely poor, but the present invention In this case, the length of the plug installed at the lower end of the pedestal can be adjusted, making it possible to repeatedly produce the same product when manufacturing each buoyancy tank and pedestal, making it suitable for tuna fish.

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

第1図は本発明に係る海洋構造物の着底位置決め機構の
一実施例を示す一部断面せる立面図、第2図はコンセン
トの一部断面せる立面図、第3図はプラグのスリット部
分を示す斜視図である。 1・・・脚柱 2・・プラグ 4・コンセント 8・ スリット ・・ 11・・垂直孔 12・・円鉗孔特許出頼人 寺
 井 精 英 (外4名)
Fig. 1 is a partially sectional elevational view showing an embodiment of the bottoming positioning mechanism for a marine structure according to the present invention, Fig. 2 is a partially sectional elevational view of an electrical outlet, and Fig. 3 is a partially sectional elevational view of a plug. It is a perspective view showing a slit part. 1. Pillar 2.. Plug 4. Outlet 8. Slit... 11. Vertical hole 12. Circular hole patent client Seihide Terai (4 others)

Claims (1)

【特許請求の範囲】[Claims] 海洋構造物から延びる複数の脚柱と夫々の脚柱に設けら
れた浮力タンクとを有する海洋構造物の着底装置におい
て、前記夫々の脚柱の下端に増刊けられた凸形構造(プ
ラグ)と海底に固定された複数の凹形構造(コンセント
)とを備えて成り、各プラグの下端部は各コンセントニ
設けられた受部分に位置決め可能であり、前記プラグに
はその周囲に間隔をあけ且つその軸方向に延びるように
配置された複数のスリットが設けられていることを特徴
とする海洋構造物の着底位置決め機構。
In a landing device for an offshore structure having a plurality of pedestals extending from the offshore structure and a buoyancy tank provided on each pedestal, a convex structure (plug) is added to the lower end of each of the pedestals. and a plurality of concave structures (outlets) fixed to the seabed, the lower end of each plug is positionable in a receptacle provided in each outlet, and the plugs are spaced apart around the circumference. A bottoming positioning mechanism for a marine structure, characterized in that a plurality of slits are provided extending in the axial direction of the structure.
JP24337283A 1983-12-23 1983-12-23 Setting mechanism for bottom landing position of marine structure Granted JPS60138111A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24337283A JPS60138111A (en) 1983-12-23 1983-12-23 Setting mechanism for bottom landing position of marine structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24337283A JPS60138111A (en) 1983-12-23 1983-12-23 Setting mechanism for bottom landing position of marine structure

Publications (2)

Publication Number Publication Date
JPS60138111A true JPS60138111A (en) 1985-07-22
JPS6314129B2 JPS6314129B2 (en) 1988-03-29

Family

ID=17102863

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24337283A Granted JPS60138111A (en) 1983-12-23 1983-12-23 Setting mechanism for bottom landing position of marine structure

Country Status (1)

Country Link
JP (1) JPS60138111A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06241198A (en) * 1993-02-15 1994-08-30 Sayama Seisakusho:Kk Land based pump
NL1000585C2 (en) * 1995-06-16 1996-12-17 Marine Structure Consul Bottom support construction for a leg end of a movable lifting platform.
KR20190061920A (en) * 2017-11-28 2019-06-05 삼성중공업 주식회사 Spudcan with replaceable structure
KR102245582B1 (en) * 2020-03-02 2021-04-28 현대스틸산업주식회사 Method for footing Jack up Barge using Mudmat

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06241198A (en) * 1993-02-15 1994-08-30 Sayama Seisakusho:Kk Land based pump
NL1000585C2 (en) * 1995-06-16 1996-12-17 Marine Structure Consul Bottom support construction for a leg end of a movable lifting platform.
KR20190061920A (en) * 2017-11-28 2019-06-05 삼성중공업 주식회사 Spudcan with replaceable structure
KR102245582B1 (en) * 2020-03-02 2021-04-28 현대스틸산업주식회사 Method for footing Jack up Barge using Mudmat

Also Published As

Publication number Publication date
JPS6314129B2 (en) 1988-03-29

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