JPS59149887A - Weight structure with stabilizer - Google Patents

Weight structure with stabilizer

Info

Publication number
JPS59149887A
JPS59149887A JP2518483A JP2518483A JPS59149887A JP S59149887 A JPS59149887 A JP S59149887A JP 2518483 A JP2518483 A JP 2518483A JP 2518483 A JP2518483 A JP 2518483A JP S59149887 A JPS59149887 A JP S59149887A
Authority
JP
Japan
Prior art keywords
weight
stabilizer
weight structure
platform
ballast tank
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.)
Pending
Application number
JP2518483A
Other languages
Japanese (ja)
Inventor
Yoshinobu Miyake
三宅 義信
Shigeki Nakao
茂樹 中尾
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP2518483A priority Critical patent/JPS59149887A/en
Publication of JPS59149887A publication Critical patent/JPS59149887A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To stably keep a weight structure horizontal under water, by erecting stabilizer columns as floats on the four corners of the weight structure, which has a ballast tank for floating and sinking and is anchored to a marine platform or the like. CONSTITUTION:A weight structure 2, which is provided with a ballast tank so that the structure can float and sink, is used to anchor a marine platform 1 through tension legs 4 connected to anchoring parts 5. Stabilizer columns 6 are erected as floats on the four corners of the weight structure 2. The structure is sunk onto the sea bottom as the pouring and draining to and from the ballast tank is adjusted, to anchor the marine platform 1 through the tension legs 4. At that time, the weight structure 2 is stably kept horizontal under water by the stabilizer columns 6 as floats.

Description

【発明の詳細な説明】 本発明は、海上プラットホーム等を係留するための重錘
構造体に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a weight structure for mooring a marine platform or the like.

従来のテンションレグ方式プラットホーム用アンカーと
しては、テンプレートを用いパイルを打ち込むものや、
個々にシンカーを打設するようにしたものが開1− 発されているが、両者共に大規模な機械(船団等)を必
要とし、パイル方式ではテンションレグのアンカーへの
連結を大水深で確認する必要があって、作業が大がかり
になるという問題点がある。
Conventional tension leg type platform anchors include those in which piles are driven using a template,
A method in which sinkers are installed individually has been developed, but both require large-scale machinery (fleets, etc.), and with the pile method, it is difficult to confirm the connection of the tension leg to the anchor at great depths. The problem is that the work is extensive.

本発明は、このような問題点の解決をはかろうとするも
ので、大規模な機械を必要とせず、かつ所要作業が簡易
化され、しかも経済的に再使用できるようにした、スタ
ビライザー付外重錘構造体を提供することを目的とする
The present invention aims to solve these problems, and is designed to provide a stabilizer-equipped device that does not require large-scale machinery, simplifies the necessary work, and can be reused economically. The purpose is to provide a weight structure.

このため本発明のスタビライザー付外重錘構造体は、バ
ラストタンクをそなえて浮沈可能に構成された重錘と、
同重錘を所定水深で水面下に保持しながら予備浮力を保
有すべく同重錘に結合された浮力部材としてのスタビラ
イザーと、被係留物を係止すべく上記の重錘またはスタ
ビライザーに設けられた係止部とからなり、上記スタビ
ライザーが、上記所定水深で上記被係留物を導入しうる
スペースを形成するように間隔をあけて配設されたこと
を特徴としている。
For this reason, the external weight structure with a stabilizer of the present invention includes a weight that is equipped with a ballast tank and is configured to float and sink;
A stabilizer as a buoyant member is connected to the weight to maintain preliminary buoyancy while holding the weight below the water surface at a predetermined depth, and a stabilizer is provided to the weight or stabilizer to anchor a moored object. The stabilizers are arranged at intervals so as to form a space into which the moored object can be introduced at the predetermined water depth.

以下、図面により本発明の一実施例としてのスタビ2− ライザー付外重錘構造体について説明すると、第1図は
その使用前の状態を示す正面図、第2.3.4図はいず
れもその使用のための作業過程を示す正面図であり、第
5図はその使用状態を示す正面図である。
Below, an explanation will be given of an external weight structure with a stabilizer 2-riser as an embodiment of the present invention with reference to the drawings. Fig. 1 is a front view showing the state before use, and Figs. 2, 3, and 4 are all FIG. 5 is a front view showing the working process for its use, and FIG. 5 is a front view showing its usage condition.

第1図において、符号1は被係留物としてのプラットホ
ーム、2は浮力調節可能に作られで浮揚させた状態の重
錘、3は水面を示している。また符号5はテンションレ
グ4を繋着する係止部を模擬的に示し、6は重錘2の四
隅に直立させて設けた浮力部材としてのコラム状スタビ
ライザー、8は水底にめり込ませるスカートを示す。
In FIG. 1, reference numeral 1 indicates a platform as a moored object, 2 a weight which is made to be able to adjust its buoyancy and is in a floating state, and 3 a water surface. Further, reference numeral 5 simulates a locking part that connects the tension leg 4, 6 is a column-shaped stabilizer as a buoyancy member provided upright at the four corners of the weight 2, and 8 is a skirt that is sunk into the bottom of the water. shows.

テンションレグ係止部5の位置は、プラットホーム1の
コラム部1aに対応させるように決められでおり、スタ
ビライザー6の位置は、第3図の状態から第4図の状態
に所定水深で重錘2を移動してプラットホーム1を導入
するためのスペースが形成されるように、間隔をあけて
配置される。
The position of the tension leg locking part 5 is determined to correspond to the column part 1a of the platform 1, and the position of the stabilizer 6 is changed from the state shown in FIG. 3 to the state shown in FIG. are spaced apart so that a space is created for moving the platform 1 and introducing the platform 1.

重錘2の内部には、バラストタンクとしての複数の空洞
9が設けられて、同空洞9の底部または側部に開3− 口または開閉弁10が設けられ、同空洞9の−1一部に
は送排気口または送排気弁11が設けられている。
Inside the weight 2, a plurality of cavities 9 as ballast tanks are provided, and an opening or opening/closing valve 10 is provided at the bottom or side of the cavity 9, and a part of the cavity 9 is is provided with a supply/exhaust port or a supply/exhaust valve 11.

スタビライザー6は、重錘2を第3図に示すごとく所定
水深で水面下に保持しながら予備浮力を保有しうる浮力
部材であればよく、中実、中空を問わず、その重錘2へ
の取付部をヒンジとして起倒式にしてもよい。
The stabilizer 6 may be any buoyancy member that can maintain preliminary buoyancy while holding the weight 2 below the water surface at a predetermined depth as shown in FIG. 3, and may be solid or hollow. The mounting portion may be used as a hinge to raise and lower the mounting portion.

またスタビライザー6として、重錘2に支柱またはワイ
ヤを介して結合されたフロートを用いてもよい。
Further, as the stabilizer 6, a float connected to the weight 2 via a support or a wire may be used.

本発明のスタビライザー付ト重錘構造体は」二連のごと
く構成されているので、その使用に際しては、まず、第
2図に示すように、プラットホーム1からテンションレ
グ4を引きだL重錘2上の係止部5に連結する。
Since the stabilizer-equipped weight structure of the present invention is constructed like a two-part structure, when using it, first pull out the tension leg 4 from the platform 1 and attach the L weight 2. Connected to the upper locking part 5.

次に重錘2内の空洞9に注水を行なうが、その際、空洞
9の底部または側部に開閉弁10を設ける場合は、これ
を開いて送排気弁11からの排気を制御することにより
徐々に注水し、第3図に示す状態とする。そして、この
状態は、予備浮力を持ったスタビライザー6の作用で安
定的に維持されるのである。この第3図の状態から、テ
ンションレグ4をプラットホーム1に徐4− 々に引き込むようにして、重錘2を第4図に示す状態に
移動する。第4図の状態から重錘2内の空洞9に注水し
ながらテンションレグ4を徐々に送り出し、重錘2のス
タビライザー6が完全に没水したところで注水を停止し
、空洞9の送排気弁11を閉、空洞底部の開閉弁10を
開としで、テンションレグ4の送り出しを続行すると、
重錘2の空洞9に閉じ込められた空気は、水圧の増加作
用で体積を減少し、重錘2全体の浮力が減少する。これ
に伴い、プラットホーム1に、上記空気の体積の減少分
だけ下向力が働くので、プラットホーム1から排出可能
なバラスト(水)を排出して、バランスを取るようにす
る。
Next, water is injected into the cavity 9 inside the weight 2. At that time, if an on-off valve 10 is provided at the bottom or side of the cavity 9, open it to control the exhaust from the supply/exhaust valve 11. Water is gradually added to the condition shown in Figure 3. This state is stably maintained by the action of the stabilizer 6 which has preliminary buoyancy. From this state shown in FIG. 3, the tension leg 4 is gradually drawn into the platform 1, and the weight 2 is moved to the state shown in FIG. 4. From the state shown in FIG. 4, the tension leg 4 is gradually sent out while injecting water into the cavity 9 inside the weight 2. When the stabilizer 6 of the weight 2 is completely submerged in water, the water injection is stopped, and the supply/exhaust valve 11 of the cavity 9 is stopped. Close the on-off valve 10 at the bottom of the cavity and continue feeding the tension leg 4.
The volume of the air trapped in the cavity 9 of the weight 2 decreases due to the increased water pressure, and the buoyancy of the weight 2 as a whole decreases. Along with this, a downward force acts on the platform 1 by the amount of the decrease in the volume of air, so the ballast (water) that can be discharged from the platform 1 is discharged to maintain balance.

プラットホーム1からの排水が行なえなくなったならば
、重錘2内の空洞9に連結した図示しない送排気ライン
をプラットホーム1に装備の図示しない空気圧縮機に接
続し、上述の空洞9内の空気の体積減少分に見合う量を
送気しなが呟重錘2を第5図に示すように水底7に到達
させる。
If it becomes impossible to drain the air from the platform 1, connect the air supply/exhaust line (not shown) connected to the cavity 9 in the weight 2 to the air compressor (not shown) installed on the platform 1, and drain the air in the cavity 9 mentioned above. While supplying air in an amount commensurate with the volume reduction, the weight 2 is brought to the bottom 7 of the water as shown in FIG.

その後、送気を停止し、逆に排気することにより重5− 錘2内の空洞9に注水することで、この重錘構造体の沈
設が完了する。
Thereafter, the air supply is stopped and, conversely, the air is exhausted to inject water into the cavity 9 inside the weight 2, thereby completing the sinking of the weight structure.

なお、この重錘構造体を浮上させ移動させる場合は、前
述の逆の操作が行なわれ、その再使用が可能になる。
In addition, when this weight structure is floated and moved, the above-mentioned reverse operation is performed, and it becomes possible to reuse it.

その際、図示しないサクションブレーカ−を装備し作用
させて、重錘2が水底7から離れやすくすることもで外
る。
At that time, a suction breaker (not shown) may be installed and activated to make it easier for the weight 2 to separate from the water bottom 7.

このようにして、本発明のスタビライザー付軽重錘構造
体によれば、従来のような大規模な機械を用いずに、経
済的なテンションレグ方式でプラットホーム等の係留を
簡便に実現できる利点があり、その再使用も可能となる
のである。
In this way, the light and heavy weight structure with stabilizer of the present invention has the advantage that mooring of a platform, etc. can be easily realized using an economical tension leg method without using a conventional large-scale machine. , and its reuse becomes possible.

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

図は本発明の一実施例としてのスタビライザー付き重錘
構造体を示すもので、第1図はその使用前の状態を示す
正面図、第2.3.4図はいずれもその使用のための作
業過程を示す正面図であり、第5図はその使用状態を示
す正面図である。 1・・被係留物としてのプラットホーム、1a・・6− コラム部、2・・重錘、3・・水面、4・・テンション
レグ、5・・係止部、6・・スタビライザー、7・・水
底、8・・スカート、9・・バラストタンクとしての空
洞、10・・開口または開閉弁、11・・送排気口また
は送排気弁。 復代理人 弁理士 飯沼義彦 7− 第4図 1 第5図
The figures show a weight structure with a stabilizer as an embodiment of the present invention. Fig. 1 is a front view showing its state before use, and Figs. 2, 3, and 4 show its state before use. FIG. 5 is a front view showing the working process, and FIG. 5 is a front view showing the state of use. 1. Platform as a moored object, 1a.. 6-column part, 2. Weight, 3. Water surface, 4. Tension leg, 5. Locking part, 6. Stabilizer, 7.. Water bottom, 8. Skirt, 9. Cavity as ballast tank, 10. Opening or opening/closing valve, 11. Supply/exhaust port or supply/exhaust valve. Sub-Agent Patent Attorney Yoshihiko Iinuma 7- Figure 4 1 Figure 5

Claims (1)

【特許請求の範囲】[Claims] バラストタンクをそなえて浮沈可能に構成された重錘と
、同重錘を所定水深で水面下に保持しながら予備浮力を
保有すべく同重錘に結合された浮力部材としてのスタビ
ライザーと、被係留物を係止すべく上記の重錘またはス
タビライザーに設けられた係止部とからなり、上記スタ
ビライザーが、上記所定水深で上記被係留物を導入しう
るスペースを形成するように間隔をあけて配設されたこ
とを特徴とする、スタビライザー付き重錘構造体。
A weight equipped with a ballast tank and configured to float, a stabilizer as a buoyancy member connected to the weight to maintain preliminary buoyancy while holding the weight below the water surface at a predetermined depth, and a moored weight. and a locking part provided on the weight or stabilizer to lock an object, and the stabilizers are arranged at intervals so as to form a space into which the object to be moored can be introduced at the predetermined water depth. A weight structure with a stabilizer.
JP2518483A 1983-02-17 1983-02-17 Weight structure with stabilizer Pending JPS59149887A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2518483A JPS59149887A (en) 1983-02-17 1983-02-17 Weight structure with stabilizer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2518483A JPS59149887A (en) 1983-02-17 1983-02-17 Weight structure with stabilizer

Publications (1)

Publication Number Publication Date
JPS59149887A true JPS59149887A (en) 1984-08-27

Family

ID=12158898

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2518483A Pending JPS59149887A (en) 1983-02-17 1983-02-17 Weight structure with stabilizer

Country Status (1)

Country Link
JP (1) JPS59149887A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0328462U (en) * 1989-07-31 1991-03-20
US6666624B2 (en) * 2001-08-07 2003-12-23 Union Oil Company Of California Floating, modular deepwater platform and method of deployment

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0328462U (en) * 1989-07-31 1991-03-20
US6666624B2 (en) * 2001-08-07 2003-12-23 Union Oil Company Of California Floating, modular deepwater platform and method of deployment

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