JPH02283590A - Tendon connecting device for tension leg platform - Google Patents

Tendon connecting device for tension leg platform

Info

Publication number
JPH02283590A
JPH02283590A JP10154889A JP10154889A JPH02283590A JP H02283590 A JPH02283590 A JP H02283590A JP 10154889 A JP10154889 A JP 10154889A JP 10154889 A JP10154889 A JP 10154889A JP H02283590 A JPH02283590 A JP H02283590A
Authority
JP
Japan
Prior art keywords
tendon
column
tlp
template
tension leg
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
JP10154889A
Other languages
Japanese (ja)
Inventor
Masao Kongou
金鋼 正夫
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.)
Mitsui Engineering and Shipbuilding Co Ltd
Original Assignee
Mitsui Engineering and Shipbuilding 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 Mitsui Engineering and Shipbuilding Co Ltd filed Critical Mitsui Engineering and Shipbuilding Co Ltd
Priority to JP10154889A priority Critical patent/JPH02283590A/en
Publication of JPH02283590A publication Critical patent/JPH02283590A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To facilitate the connecting and removing work of a tendon as well as the adjustment of its length by holding the upper end of an integrally welded type tendon, connected by a flexible joint, at the upper part in a column by means of a rocking collar. CONSTITUTION:The upper end connection part of tendon is connected to the lower end of a tendon shroud 25 by a flexible joint 24, and the lower end of the tendon shroud 25 is fitted at the bottom part 2B of the column 2 of a tension leg platform(TLP) 21 through a tension sleeve 23. The upper end of the tendon 25 in the column is held within a mooring chamber 26 located at the upper part in the column by a rocking collar 27, thus enabling minute adjustment at the time of installing the tendon 8 between the TLP 21 and a template. The economical tendon formed into an integrally welded type can be thus obtained so as to facilitate the connecting and removing work of the tendon between the TLP and template.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、沿岸で所要の長さに溶接一体型に形成したテ
ンドンを設置海域まで曳航し、テンションレグプラット
フォームの係留ラインとして取付は及び取外しが容易に
行なわれ得るテンションレグプラットフォームのテンド
ン接続装置に関するものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention provides a system in which a tendon integrally welded to a required length on the coast is towed to the installation sea area, and installed and removed as a mooring line for a tension leg platform. The present invention relates to a tendon connection device for a tension leg platform that allows easy connection of tension legs.

〔従来の技術〕[Conventional technology]

従来、例えば、500mから1000mの大水深に設置
されるテンションレグプラットフォーム(以下、TLP
と略称する)においては、第5図(A)に示すように、
例えば、長さ約10mの鋼管型の多数のテンドンエレメ
ント1をコラム2の上部の係留室3内に格納しておき、
TLPの設置海域において、これらテンドンエレメント
1を、第5図(B)のように、1本づつねじ4によって
接続して、コラム2から水底に吊り降して、海底に基礎
として設けられたテンプレートに、アンカーコネクター
5などによって接続する方式を採用している。
Conventionally, for example, tension leg platforms (hereinafter referred to as TLPs) are installed at deep water depths of 500 m to 1000 m.
), as shown in Figure 5(A),
For example, a large number of steel pipe-shaped tendon elements 1 with a length of about 10 m are stored in the mooring chamber 3 at the top of the column 2,
In the sea area where the TLP is installed, these tendon elements 1 are connected one by one with screws 4 and suspended from the column 2 to the bottom of the water, as shown in Figure 5 (B), and a template is installed as a foundation on the seabed. In this case, a method of connecting using an anchor connector 5 or the like is adopted.

然しなから、上記の方式では、テンドンエレメント1を
接続するねじ4の機構が鍛造品になり、テンドンエレメ
ントlが非常に高価になる。
However, in the above method, the mechanism of the screw 4 that connects the tendon element 1 is a forged product, and the tendon element 1 becomes very expensive.

また、テンドンの接続装置などの係留室3内に設ける機
器が多くなるという問題がある。
Another problem is that the number of devices installed in the mooring room 3, such as tendon connection devices, increases.

特に、大水深の場合、テンドンエレメント1の格納スペ
ースが大きくなり、配置上で不利になり、更に、テンド
ンの設置に要する期間が長く、しかも、作業能率が悪い
という問題がある。
In particular, in the case of deep water, the storage space for the tendon element 1 becomes large, which is disadvantageous in terms of arrangement, and furthermore, there are problems in that it takes a long time to install the tendon, and furthermore, the work efficiency is poor.

そこで、上記の対策として、第6図(A)に示すように
、水面上のTLPのコラム2と海底Bのテンプレート7
との間に接続されるテンドン8を沿岸などの地上スペー
スにおいてその所要長さに溶接一体型に形成し、その設
置場所まで曳航し、このようなテンドン8をTLPのポ
ンツーンと接続したコラム2の底部にフレキシブルジヨ
イント10を介して接続する方式のものが提案されてい
る。
Therefore, as a countermeasure for the above, as shown in Fig. 6 (A), column 2 of TLP on the water surface and template 7 on the seabed B.
A tendon 8 to be connected to the TLP pontoon is integrally formed by welding to the required length in a ground space such as on the coast, and is towed to the installation location. A system in which the connection is made via a flexible joint 10 at the bottom has been proposed.

この方式においては、第5図(B)に示す前記のテンド
ンエレメントlのねじ4の代りに溶接によって接続され
た一体型の鋼管型のテンドン8なので、製品単価が安い
上に、設置海域に近い沿岸において完成された所要長さ
のテンドン8をその設置海域に浮体を取りつけて曳航し
て取付けるので、その設置期間が短縮され、前記第5図
(A)のTLPの方式よりも、経済的である。
In this method, instead of the screw 4 of the tendon element l shown in Fig. 5(B), the integral steel pipe type tendon 8 is connected by welding, so the product unit price is low and it is close to the installation sea area. Since the tendon 8 of the required length completed on the coast is attached to the installation area by attaching a floating body and towing it, the installation period is shortened and it is more economical than the TLP method shown in Fig. 5 (A). be.

然しなから、この方式においても、コラム2とテンドン
8との接続位置が水中であるために接続作業が困難であ
り、操業中におけるシステムの点検、維持補修のために
テンドン8を取外すことが難しいばかりでなく、テンプ
レート7が不等沈下した場合に、テンドン8の長さを調
節できないという問題がある。
However, even in this method, it is difficult to connect the column 2 and the tendon 8 because the connection position between the column 2 and the tendon 8 is underwater, and it is difficult to remove the tendon 8 for inspection, maintenance, and repair of the system during operation. In addition, there is a problem that the length of the tendons 8 cannot be adjusted when the template 7 sinks unevenly.

また、第5図(C)に示すフレキシブルジヨイント10
には、ゴムと鋼板との積層材であるエラストマー12を
採用しているので、テンドン8の傾斜角は最大18.5
度までしか許容されず、長い溶接一体型のテンドン8を
コラム2の底部2Bに接続する場合、テンドン8の下端
が海底Bに接触するため、接続作業が困難であるという
問題があった。
In addition, the flexible joint 10 shown in FIG. 5(C)
Since the elastomer 12, which is a laminated material of rubber and steel plates, is used, the tilt angle of the tendon 8 is 18.5 at maximum.
When connecting a long welded integral tendon 8 to the bottom 2B of the column 2, the lower end of the tendon 8 comes into contact with the seabed B, making the connection work difficult.

なお、第6図(B)にてテンドン8の下端は海底Bのテ
ンプレート7にフレックスジヨイント40で連結されて
いる。
In addition, in FIG. 6(B), the lower end of the tendon 8 is connected to the template 7 on the seabed B by a flex joint 40.

〔発明の解決しようとする課題〕[Problem to be solved by the invention]

本発明は、係る従来の問題点を解決するためになされた
ものであり、経済的に有利な溶接−体型のテンドンを採
用しながら、そのテンドン接続作業、取外し作業並びに
テンドン長さ調整が容易に行なわれうるテンションレグ
プラットフォームのテンドン接続装置を提供することを
解決課題としたものである。
The present invention has been made in order to solve the problems of the conventional art, and while adopting an economically advantageous welded-type tendon, the tendon connection work, removal work, and tendon length adjustment are facilitated. The object of the present invention is to provide a tendon connection device for a tension leg platform that can be used to connect tension legs.

〔課題を解決するための手段〕[Means to solve the problem]

上記の課題を解決するための手段として、本発明のテン
ションレグプラントフオームのテンドン接続装置は、所
要長さに溶接一体型に形成されたテンドンの上端をコラ
ム底部に対してテンドンスリーブを介してフレキシブル
ジヨイントでその下端に連結したコラム内テンドンの上
端をロッキングカラーによってコラム内の上部に保持す
ることにより構成され、このコラム内テンドンにより溶
接一体型のテンドンをコラム内に容易に引揚げて接続し
たり、或いは取外すことができる。
As a means for solving the above-mentioned problems, the tension leg plant form tendon connection device of the present invention flexibly connects the upper end of the tendon, which is integrally welded to the required length, to the column bottom via a tendon sleeve. It is constructed by holding the upper end of the in-column tendon connected to its lower end with a joint at the upper part of the column with a locking collar, and this in-column tendon allows the welded integral tendon to be easily pulled up into the column and connected. or can be removed.

〔実施例〕〔Example〕

以下、図面を参照して本発明の詳細な説明する。 Hereinafter, the present invention will be described in detail with reference to the drawings.

第1図は本発明に係るテンドン接続装置の要部断面図、
第2図(A)は第1図のテンドン上端接続部の拡大側断
面図、第2図(B)は第2図(A)のA−A断面図、第
2図(C)は第2図(A)のB−B断面図、第3図(A
)は第1図のテンドンの下端接続部の側断面図、第3図
(B)は第3図(A)のC−C断面図、第4図(A)は
第1図のテンドンの設置作業開始時の状態の説明図、第
4図(B)はテンドンがテンドンシュラウドの真下に位
置保持され、吊り揚げられる状態の説明図である。
FIG. 1 is a sectional view of a main part of a tendon connection device according to the present invention,
2(A) is an enlarged side sectional view of the upper end connection part of the tendon in FIG. 1, FIG. 2(B) is a sectional view taken along line AA in FIG. 2(A), and FIG. BB sectional view of Figure (A), Figure 3 (A
) is a side cross-sectional view of the lower end connection part of the tendon in Figure 1, Figure 3 (B) is a cross-sectional view taken along line C-C in Figure 3 (A), and Figure 4 (A) is the installation of the tendon in Figure 1. FIG. 4(B) is an explanatory diagram of the state at the start of work, and is an explanatory diagram of the state in which the tendons are held in position directly below the tendon shroud and lifted up.

まず、このテンドン接続装置は、沿岸などの陸上で多数
の鋼管などを溶接で接続し、所要長さに形成した溶接一
体型のテンドン8に浮体を取付けた状態で、第4図(A
)のように、曳船20によりTLP21の設定位置まで
曳航してきたのち、プルライン22を使用してTLP2
1と、海底Bに設けられたテンプレート7との間に、そ
の上端及び下端をそれぞれ接続するものである。
First, this tendon connection device connects a large number of steel pipes by welding on land such as the coast, and the floating body is attached to a welded integrated tendon 8 formed to the required length as shown in Fig. 4 (A).
), after the tugboat 20 tows the TLP 21 to the set position, the pull line 22 is used to pull the TLP 2
1 and a template 7 provided on the seabed B at their upper and lower ends, respectively.

そこで、上記テンドン8の上端接続部には、第2図(A
)、第2図(B)、第2図(C)に示スように、ユニバ
ーサルジヨイント方式のフレキシブルジヨイント24で
テンドンシュラウド25の下端に連結しており、そのテ
ンドンシュラウド25の下端は第1図に示すごとく、T
LP21のコラム2の底部2Bに対しテンションスリー
ブ23を介して取付けられており、このフレキシブルジ
ヨイント24を用いているので、テンドン8の傾斜角度
が90″まで許容され、その結果、第4図(B)に示す
ように、コラム内テンドン25をコラム2内に引揚げる
際に、その下端にフレキシブルジヨイント24を介して
連結したテンドン8が90″まで屈折させ得ることにな
る。
Therefore, at the upper end connection part of the tendon 8, as shown in FIG.
), FIG. 2(B), and FIG. 2(C), it is connected to the lower end of the tendon shroud 25 by a flexible joint 24 of the universal joint type, and the lower end of the tendon shroud 25 is connected to the lower end of the tendon shroud 25. As shown in Figure 1, T
It is attached to the bottom part 2B of the column 2 of the LP21 via the tension sleeve 23, and since this flexible joint 24 is used, the tilt angle of the tendon 8 is allowed up to 90'', and as a result, as shown in FIG. As shown in B), when the in-column tendon 25 is pulled up into the column 2, the tendon 8 connected to its lower end via the flexible joint 24 can be bent up to 90''.

また、上記コラム内テンドン25の上端は、第1図のよ
うに、コラム2内上部の係留室26内にロッキングカラ
ー27によって保持されており、テンドン8をTLP2
1とテンプレート7との間に据付けた時の微調整が可能
になっている。
The upper end of the column tendon 25 is held by a locking collar 27 in a mooring chamber 26 at the upper part of the column 2, as shown in FIG.
When installed between the template 1 and the template 7, fine adjustment is possible.

なお、第1図に示す係留室26内において、ロッキング
カラー27の下部には、シール28を介してロードセル
31が設けられており、またその頂部には、第4図(A
)のテンドン吊揚げライン30のウィンチ29が設けら
れている。
In the mooring chamber 26 shown in FIG. 1, a load cell 31 is provided at the bottom of the locking collar 27 via a seal 28, and at the top thereof, a
) is provided with a winch 29 of a tendon lifting line 30.

また、上記テンドン8の下端は第3図(A)および第3
図(B)に示すように、海底の基礎であるテンプレート
7に対してもユニバーサルジヨイント方式のフレキシブ
ルジヨイント32で90″まで傾斜角が許容されるよう
に接続されている。
In addition, the lower end of the tendon 8 is shown in FIG.
As shown in Figure (B), it is also connected to the template 7, which is the foundation on the seabed, by a flexible joint 32 of the universal joint type so that an inclination angle of up to 90'' is allowed.

〔発明の効果〕〔Effect of the invention〕

上記のように、本発明によれば、所要長さにあらかじめ
溶接一体型に形成された経済的なテンドンを採用するこ
とができ、しかもテンドンをTLPとテンプレートとの
間に接続する作業ならびに取外す作業が容易になるので
、経済的なテンドン接続装置を提供できるという効果が
ある。
As described above, according to the present invention, it is possible to employ an economical tendon that is integrally welded in advance to a required length, and the work of connecting and removing the tendon between the TLP and the template is required. This has the effect of providing an economical tendon connection device.

特に、本発明のテンドン接続装置では、テンプレートが
不等沈下した場合のコラム内テンドンの上端でテンドン
据付微調整をすることにより、テンドン長さを容易に調
節できるという利点もある。
In particular, the tendon connecting device of the present invention has the advantage that the length of the tendon can be easily adjusted by finely adjusting the tendon installation at the upper end of the tendon in the column when the template is unevenly settled.

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

第1図は本発明に係るテンドン接続装置の要部断面図、
第2図(A)は第1図のテンドン上端接続部の拡大側断
面図、第2図(B)は第2図(A)のA−A断面図、第
2図(C)は第2図(A)のB−B断面図、第3図(A
)は第1図のテンドンの下端接続部の側断面図、第3図
(B)は第3図(A)のC−C断面図、第4図(A)は
第1図のテンドンの設置作業開始時の状態の説明図、第
4図(B)はテンドンがテンドンシュラウドの真下に位
置保持され、吊り揚げられる状態の説明図、第5図(A
)は従来のTLPの係留室の斜視図、第5図(B)は第
5図(A)のテンドンの接続状態を示す側面図、第5図
(C)は第5図(B)のフレキシブルジヨイントの拡大
斜視図、第6図(A)は従来の溶接一体型のテンドンを
使用したTLPの斜視図、第6図(B)は第6図(A)
のテンドンの上端の接続部要部の拡大側断面図である。 2・・・コラム、2B・・・底部、8・・・テンドン、
21・・・TLP、23・・・テンドンスリー・プ、2
4・・・フレキシブルジヨイント、25・・・コラム内
テンドン、27・・・ロッキングカラー
FIG. 1 is a sectional view of a main part of a tendon connection device according to the present invention,
2(A) is an enlarged side sectional view of the upper end connection part of the tendon in FIG. 1, FIG. 2(B) is a sectional view taken along line AA in FIG. 2(A), and FIG. BB sectional view of Figure (A), Figure 3 (A
) is a side cross-sectional view of the lower end connection part of the tendon in Figure 1, Figure 3 (B) is a cross-sectional view taken along line C-C in Figure 3 (A), and Figure 4 (A) is the installation of the tendon in Figure 1. Figure 4 (B) is an explanatory diagram of the state at the start of work, and Figure 5 (A) is an explanatory diagram of the state in which the tendons are held in position directly below the tendon shroud and lifted up.
) is a perspective view of the mooring chamber of the conventional TLP, FIG. 5(B) is a side view showing the connection state of the tendons in FIG. 5(A), and FIG. 5(C) is the flexible mooring chamber in FIG. 5(B). Figure 6 (A) is an enlarged perspective view of the joint, Figure 6 (A) is a perspective view of TLP using a conventional welded integrated tendon, Figure 6 (B) is Figure 6 (A).
FIG. 3 is an enlarged side sectional view of the main part of the connection part at the upper end of the tendon. 2...Column, 2B...Bottom, 8...Tendon,
21...TLP, 23...Tendon Sleep, 2
4... Flexible joint, 25... Tendon in column, 27... Locking collar

Claims (1)

【特許請求の範囲】[Claims] 所要長さに溶接一体型に形成されたテンドンの上端をコ
ラム底部に対しテンドンスリーブを介してフレキシブル
ジョイントでその下端に連結したコラム内テンドンの上
端を、ロッキングカラーによってコラム内上部に保持し
たテンションレグプラットフォームのテンドン接続装置
The upper end of the tendon, which is integrally welded to the required length, is connected to the lower end of the column by a flexible joint via a tendon sleeve, and the upper end of the tendon in the column is held at the upper part of the column by a locking collar. Platform tendon connection device.
JP10154889A 1989-04-24 1989-04-24 Tendon connecting device for tension leg platform Pending JPH02283590A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10154889A JPH02283590A (en) 1989-04-24 1989-04-24 Tendon connecting device for tension leg platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10154889A JPH02283590A (en) 1989-04-24 1989-04-24 Tendon connecting device for tension leg platform

Publications (1)

Publication Number Publication Date
JPH02283590A true JPH02283590A (en) 1990-11-21

Family

ID=14303488

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10154889A Pending JPH02283590A (en) 1989-04-24 1989-04-24 Tendon connecting device for tension leg platform

Country Status (1)

Country Link
JP (1) JPH02283590A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015533110A (en) * 2012-10-08 2015-11-19 イベルドロラ インヘニエリア イ コンストルクシオン,エセ.ア.ウ. A floating tension leg platform for use in wind power generation in particular

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63227489A (en) * 1987-03-16 1988-09-21 Nkk Corp Method and device for mooring off-shore structure

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63227489A (en) * 1987-03-16 1988-09-21 Nkk Corp Method and device for mooring off-shore structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015533110A (en) * 2012-10-08 2015-11-19 イベルドロラ インヘニエリア イ コンストルクシオン,エセ.ア.ウ. A floating tension leg platform for use in wind power generation in particular

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