JPS60240594A - Device for coupling tension member to anchor at bottom of water - Google Patents
Device for coupling tension member to anchor at bottom of waterInfo
- Publication number
- JPS60240594A JPS60240594A JP9465184A JP9465184A JPS60240594A JP S60240594 A JPS60240594 A JP S60240594A JP 9465184 A JP9465184 A JP 9465184A JP 9465184 A JP9465184 A JP 9465184A JP S60240594 A JPS60240594 A JP S60240594A
- Authority
- JP
- Japan
- Prior art keywords
- tension member
- socket
- anchor
- opening
- tension
- 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
Links
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は1.海底石油生産設備や海底天然ガス生産設
備あるいはその他の海洋設備等に用いられる引張脚係留
式の浮遊構造物における引張脚等の張力部材を水底アン
カーに接続する装置に関するものである。[Detailed Description of the Invention] [Industrial Field of Application] This invention has the following features: 1. The present invention relates to a device for connecting a tension member such as a tension member to an underwater anchor in a tension leg mooring type floating structure used for submarine oil production equipment, submarine natural gas production equipment, or other marine equipment.
従来、引張脚係留式海洋浮遊構造物における引張脚等の
張力部材を水底アンカーに接続する装置は、本出願人の
出願に係る特願昭58−80045号により提案された
。この提案に係る接続装置の場合は、引張脚すなわち張
力部材の下端に連結されているソケットを、着脱装置に
より保持して浮遊構造物の真下の水底アンカーに向がっ
て押し下げ、水底アンカーに設けられた機械的可動部分
を有する係止装置により、前記ソケットを機械的動作に
より係止している。Conventionally, a device for connecting a tension member such as a tension member in a tension leg moored marine floating structure to an underwater anchor was proposed in Japanese Patent Application No. 58-80045 filed by the present applicant. In the case of the connection device according to this proposal, the socket connected to the lower end of the tension leg, that is, the tension member, is held by the attachment/detachment device and pushed down toward the bottom anchor directly below the floating structure, and the socket is attached to the bottom anchor. A locking device having a mechanically movable part locks the socket by mechanical action.
しかるに、前記従来の接続装置の場合は、(1)水底ア
ンカー側に機械的可動部分を有する係止装置を設置して
いるので、ダイパーが潜れないような大水深の水底に設
置された係止装置の場合は、係止装置が故障を起こして
も修理することができない、(2)前記係止装置を長時
間水底に放置した場合、係止装置における可動部分に腐
食、微生物の付着等が生じ、そのため可動部分が動かな
くなって係止装置が動作しなくなり、張力部材の着脱交
換ができなくなる、(3)係止装置の構造が複雑で高価
になると共に大重量である等の問題がある。However, in the case of the above-mentioned conventional connection device, (1) a locking device with a mechanically movable part is installed on the underwater anchor side, so the locking device installed at the bottom of water at a depth where the dipper cannot dive is (2) If the locking device is left at the bottom of the water for a long time, the movable parts of the locking device may become corroded or have microorganisms attached to them. (3) The structure of the locking device is complicated and expensive, and it is also heavy. .
この発明は前述の問題を有利に解決できる張力部材を水
底アンカーに接続する装置を提供することを目的とする
ものであって、この発明の要旨とするところは、水底の
アンカー1に下部が固定されている縦鞘体2の上端部に
、張力部材挿通孔6を有するソケット係止部4が設けら
れ、その縦鞘体2の前部には、張力部材5の下端のソケ
ット6を挿入するソケット挿入用開口部7と、その開口
部7の上縁から前記張力部材挿通孔6まで延長する張力
部材通過用スリット8とが設けられ、前記縦鞘体2の外
部には、前記開口部7に対向する位置において、下方か
ら上方に向かって拡開しているソケット挿入用ガイド部
材9が固定されていることを特徴とする張力部材を水底
アンカーに接続する装置にある。It is an object of the present invention to provide a device for connecting a tension member to an underwater anchor, which can advantageously solve the above-mentioned problems. A socket locking part 4 having a tension member insertion hole 6 is provided at the upper end of the vertical sheath body 2, and the socket 6 at the lower end of the tension member 5 is inserted into the front part of the vertical sheath body 2. A socket insertion opening 7 and a tension member passage slit 8 extending from the upper edge of the opening 7 to the tension member insertion hole 6 are provided. The apparatus for connecting a tension member to a underwater anchor is characterized in that a socket insertion guide member 9 expanding from the bottom to the top is fixed at a position facing the bottom anchor.
次にこの発明を図示の例によって詳細に説明する。 Next, the present invention will be explained in detail using illustrated examples.
図面はこの発明の一実施例を示すものであって、水底地
盤10に設置されたコンクリートまたは鋼製アンカー1
が水底地盤10に打設された杭(図示を省略した)によ
り固定され、そのアンカー1には、管状の鋼製縦鞘体2
の下部が固定され、その縦鞘体2の上端部には張力部材
挿通孔6を有する截頭円錐形のソケット係止部4が形成
され、かつ縦鞘体2の前部には、張力部材5の下端部の
ソケット6を挿入するための開口部7と、その開口部7
の上級から前記張力部材挿通孔6まで延長する垂直な張
力部材通過用スリット8と、前記開口部7の下方に位置
するソケット脱出用開口部11と、各開口部7,11間
に位置する垂直な張力部材通過用スリット12とが設け
られ、さらに前記縦鞘体2の前部外面には、ソケット挿
入用開口部7に対向づる位置において、下方から上方に
向かって拡開しているソケット挿入用ガイド部材9が溶
接により固定され、そのガイド部材9には垂直な張力部
材通過用スリット16が設けられ、各スリン)8,12
..13は同一垂直面上に配置されている。The drawing shows an embodiment of the present invention, in which a concrete or steel anchor 1 installed in underwater ground 10 is shown.
is fixed by a pile (not shown) driven into the underwater ground 10, and the anchor 1 has a tubular steel vertical sheath 2.
A truncated conical socket locking part 4 having a tension member insertion hole 6 is formed at the upper end of the vertical sheath body 2, and a tension member is fixed at the front part of the vertical sheath body 2. an opening 7 for inserting the socket 6 at the lower end of the
a vertical tensile member passage slit 8 extending from the upper part of the tension member insertion hole 6 to the tension member insertion hole 6; a socket escape opening 11 located below the opening 7; A tension member passage slit 12 is provided on the front outer surface of the vertical sheath body 2, and a socket insertion slit is provided on the front outer surface of the vertical sheath body 2 at a position opposite to the socket insertion opening 7, expanding from the bottom to the top. A guide member 9 is fixed by welding, and a vertical tension member passing slit 16 is provided in the guide member 9, and each slin) 8, 12
.. .. 13 are arranged on the same vertical plane.
縦鞘体2の内部には、ソケット脱出用開口部11に対向
する位置において、ソケット脱出用ガイド部材14が配
置され、そのガイド部材14は、前方に向かって斜め下
向きに傾斜すると共に縦鞘体2溶接等により固定され、
前記ソケット脱出用開口部11の下縁部に前記ガイド部
材14の下端部または下端側部分が配置される。Inside the vertical sheath body 2, a socket escape guide member 14 is arranged at a position facing the socket escape opening 11. 2. Fixed by welding etc.
A lower end portion or a lower end side portion of the guide member 14 is disposed at the lower edge of the socket escape opening 11.
引張脚係留式浮遊構造物における引張膜等の張力部材を
水底のアンカーに接続する場合は、浮遊構造物のウィン
チから張力部材5を繰り出して、その張力部材5の下端
のソケット6を着脱接続装置におけるソケット挿入用ガ
イド部材9内に向かって下降させる。When connecting a tension member such as a tension membrane in a tension leg moored floating structure to an anchor on the bottom of the water, the tension member 5 is let out from the winch of the floating structure, and the socket 6 at the lower end of the tension member 5 is connected to the attachment/detachment device. It is lowered toward the inside of the socket insertion guide member 9 at .
第3図に示すように、ソケット6がそのガイド部材9の
内面に突き当たったのち、張力部材5をさらに繰り出し
ていくと、434図に示すように、ソケット6が前記ガ
イド部材9によりガイドされて縦鞘体2内に挿入される
と共に、張力部材5の下部が張力部材通過用スリット8
から縦鞘体2内に挿入される。次に前記ウィンチにより
張力部材5を上昇させて、第5図に示すように、ソケッ
ト6をソケット係止部4に係合させることにより張力部
材5の接続を完了する。この状態では、張力部材5の下
端のソケット6がアンカー1に固定されている縦鞘体2
に対し横方向および上方に移動しないように係止される
。As shown in FIG. 3, when the tension member 5 is further extended after the socket 6 hits the inner surface of the guide member 9, the socket 6 is guided by the guide member 9, as shown in FIG. 434. While being inserted into the vertical sheath body 2, the lower part of the tension member 5 is inserted into the tension member passage slit 8.
It is inserted into the vertical sheath body 2 from the inside. Next, the tension member 5 is raised by the winch, and as shown in FIG. 5, the socket 6 is engaged with the socket locking portion 4, thereby completing the connection of the tension member 5. In this state, the socket 6 at the lower end of the tension member 5 is attached to the vertical sheath 2 fixed to the anchor 1.
It is locked to prevent it from moving laterally and upwardly.
張力部材5をアンカー1から離脱する場合は、第6図に
示すように、前記ウィンチにより張力部材5を下降して
いくと、第7図に示すように、ソケット6が、ソケット
脱出用ガイド部材14に突き当だったのち、そのガイド
部材14によりガイドされて、開口部11から縦鞘体、
2の外部に出されると共に、張力部材5もスリット8,
12を通って縦鞘体2の外部に出される。When removing the tension member 5 from the anchor 1, as shown in FIG. 6, the winch lowers the tension member 5, and as shown in FIG. 14, the vertical sheath body is guided by the guide member 14 from the opening 11,
At the same time, the tension member 5 also passes through the slit 8,
12 to the outside of the vertical sheath body 2.
次いで前記ウィンチにより張力部材5を上昇移動させる
と、第8図に示すように、ソケット6がソケット挿入用
ガイド部材9の傾斜下面に突き当たり、続いてその傾斜
下面に沿って斜め上方に移動したのち、前記ガイド部材
9から外れる。Next, when the tension member 5 is moved upward by the winch, the socket 6 hits the inclined lower surface of the socket insertion guide member 9, and then moves diagonally upward along the inclined lower surface, as shown in FIG. , and comes off from the guide member 9.
この発明を実施する場合、縦鞘体2の横断面形状は、円
形、矩形またはその他の多角形であってもよく、また張
力部材5は平行線ケーブル、ワイヤロープ等の梁部材ま
たは鋼管等の剛部材の何れでもよい。さらにまた、張力
部材をアンカーから離脱する必要がない場合は、ソケッ
ト脱出用開口部11.ソケット脱出用ガイド部材14お
よび脱出専用のスリット12.13を省略してもよい。When carrying out this invention, the cross-sectional shape of the vertical sheath body 2 may be circular, rectangular or other polygonal, and the tension member 5 may be made of a beam member such as a parallel wire cable, a wire rope, or a steel pipe. Any rigid member may be used. Furthermore, if there is no need to remove the tension member from the anchor, the socket escape opening 11. The guide member 14 for socket escape and the slits 12, 13 exclusively for escape may be omitted.
この発明によれば、単に張力部材5を下降して、その張
力部材5の下端のソケット6をソケット挿入用ガイド部
材9内に侵入させ、続いて張力部材5をさらに下降させ
ていくことにより、前記ガイド部材9によってソケット
6をガイドして縦鞘体2内に自動的に挿入すると共に張
力部材5の下部を張力部材通過用スリット8から縦鞘体
2内に自動的に挿入することができ、次いで張力部材5
を上昇させてソケット6を縦鞘体2の上端のソケット係
止部4に係合させるという簡単な操作を行なうことによ
り、張力部材をアンカー1に対し容易にかつ迅速に接続
することができ、さらにソケット6を縦鞘体2に挿入し
たのち張力部材5に張力を導入するまでの間は、浮遊構
造物の動揺に伴うソケット乙の上下動を縦鞘体2が拘束
しないので、張力部材5として鋼管等の剛部材を使用し
た場合、張力部材の座屈等による損傷を防止することが
でき、しかも、接続時に成る一定の範囲内にソケット6
を吊り降ろせばよいので、ソケット6を下降する際に予
め張設されたガイドライン等によりガイドしたり、その
他の制御装置によりソケット吊り降ろし時の精密な制御
を行なう必要がなく、またこの発明の接続装置は機械的
可動部分を備えていないので、長時間水底に放置したの
ちでも、支障なく接続を行なうことができると共に、接
続装置を小型、軽量、安価に製作することができる等の
効果が得られる。According to this invention, by simply lowering the tension member 5, allowing the socket 6 at the lower end of the tension member 5 to enter the socket insertion guide member 9, and then further lowering the tension member 5, The socket 6 can be guided by the guide member 9 to be automatically inserted into the vertical sheath body 2, and the lower part of the tension member 5 can be automatically inserted into the vertical sheath body 2 through the tension member passage slit 8. , then tension member 5
By performing a simple operation of raising the socket 6 and engaging the socket locking part 4 at the upper end of the vertical sheath body 2, the tension member can be easily and quickly connected to the anchor 1. Furthermore, after the socket 6 is inserted into the vertical sheath body 2 and until tension is introduced into the tension member 5, the vertical sheath body 2 does not restrain the vertical movement of the socket B due to the movement of the floating structure, so the tension member 5 If a rigid member such as a steel pipe is used as the tension member, damage due to buckling of the tension member can be prevented, and the socket 6 can be placed within a certain range during connection.
Since it is only necessary to suspend the socket 6, there is no need to guide the socket 6 using a pre-stretched guideline or the like when lowering it, or to perform precise control when suspending and lowering the socket using other control devices. Since the device has no mechanically movable parts, it can be connected without any problems even after being left at the bottom of the water for a long time, and the connecting device can be made smaller, lighter, and cheaper. It will be done.
第1図はこの発明の実施例に係る着脱接続装置の斜視図
、第2図はその着脱接続装置の縦断側面図である。第3
図ないし第5図は張力部材を接続する場合の動作順序を
示す縦断側面図、第6図ないし第8図は張力部材を分離
する場合の動作順序を示す縦断側面図である。
図において、1はアンカー、2は縦鞘体、6は張力部材
挿通孔、4はソケット係止部、5は張力部材、6はソケ
ット、7はソケット挿入用開口部、8は張力部材通過用
スリット、9はソケット挿入用ガイド部材、10は水底
地盤、11はソケット脱出用開口部、12および1ろは
張力部材通過用スリット、14はソケット脱出用ガイド
部材である。
第3図FIG. 1 is a perspective view of a detachable connection device according to an embodiment of the present invention, and FIG. 2 is a longitudinal sectional side view of the detachable connection device. Third
5 through 5 are longitudinal sectional side views showing the sequence of operations when connecting tension members, and FIGS. 6 through 8 are longitudinal sectional side views showing the sequence of operations when separating the tension members. In the figure, 1 is an anchor, 2 is a vertical sheath body, 6 is a tension member insertion hole, 4 is a socket locking part, 5 is a tension member, 6 is a socket, 7 is an opening for socket insertion, and 8 is for tension member passage. A slit, 9 is a guide member for socket insertion, 10 is the underwater ground, 11 is an opening for socket escape, 12 and 1 are slits for passing the tension member, and 14 is a guide member for socket escape. Figure 3
Claims (1)
端部に、張力部材挿通孔3を有するソケット係止部4が
設けられ、その縦鞘体2の前部には、張力部材5の下端
のソケット6を挿入するソケット挿入用開口部7と、そ
の開口部7の上級から前記張力部材挿通孔6まで延長す
る張力部材通過用スリット8とが設けられ、前記縦鞘体
2の外部には、前記開口部7に対向する位置において、
下方から上方に向かって拡開しているソケット挿入用ガ
イド部材9が固定されていることを特徴とする張力部材
を水底アンカーに接続する装置。A socket locking part 4 having a tension member insertion hole 3 is provided at the upper end of the vertical sheath body 2 whose lower part is fixed to the anchor 1 at the bottom of the water. A socket insertion opening 7 into which the socket 6 is inserted at the lower end of the socket, and a tension member passing slit 8 extending from the upper side of the opening 7 to the tension member insertion hole 6 are provided. In the position facing the opening 7,
A device for connecting a tension member to a underwater anchor, characterized in that a guide member 9 for socket insertion that expands from the bottom to the top is fixed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9465184A JPS60240594A (en) | 1984-05-14 | 1984-05-14 | Device for coupling tension member to anchor at bottom of water |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9465184A JPS60240594A (en) | 1984-05-14 | 1984-05-14 | Device for coupling tension member to anchor at bottom of water |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS60240594A true JPS60240594A (en) | 1985-11-29 |
Family
ID=14116156
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9465184A Pending JPS60240594A (en) | 1984-05-14 | 1984-05-14 | Device for coupling tension member to anchor at bottom of water |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60240594A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2483872A (en) * | 2010-09-22 | 2012-03-28 | Subsea 7 Ltd | Subsea anchoring assembly incorporating a locking head received within an anchored socket |
GB2592016A (en) * | 2020-02-11 | 2021-08-18 | Orbital Marine Power Ltd | Mooring system and method |
-
1984
- 1984-05-14 JP JP9465184A patent/JPS60240594A/en active Pending
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2483872A (en) * | 2010-09-22 | 2012-03-28 | Subsea 7 Ltd | Subsea anchoring assembly incorporating a locking head received within an anchored socket |
US9114858B2 (en) | 2010-09-22 | 2015-08-25 | Subsea 7 Limited | Subsea anchoring assembly |
GB2483872B (en) * | 2010-09-22 | 2016-07-20 | Subsea 7 Ltd | Subsea anchoring assembly |
EP2619078B1 (en) * | 2010-09-22 | 2018-11-07 | Subsea 7 Limited | Subsea anchoring assembly |
GB2592016A (en) * | 2020-02-11 | 2021-08-18 | Orbital Marine Power Ltd | Mooring system and method |
WO2021160992A1 (en) * | 2020-02-11 | 2021-08-19 | Orbital Marine Power Limited | Mooring system and method |
GB2592016B (en) * | 2020-02-11 | 2022-05-18 | Orbital Marine Power Ltd | Mooring system and method |
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