JPH0234498A - Multi-point mooring method for floating type ocean structure - Google Patents
Multi-point mooring method for floating type ocean structureInfo
- Publication number
- JPH0234498A JPH0234498A JP18364988A JP18364988A JPH0234498A JP H0234498 A JPH0234498 A JP H0234498A JP 18364988 A JP18364988 A JP 18364988A JP 18364988 A JP18364988 A JP 18364988A JP H0234498 A JPH0234498 A JP H0234498A
- Authority
- JP
- Japan
- Prior art keywords
- mooring
- damper
- strain
- floating marine
- load
- 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
- 238000000034 method Methods 0.000 title description 12
- 241001481833 Coryphaena hippurus Species 0.000 description 6
- 239000003643 water by type Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000002159 abnormal effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
- B63B21/04—Fastening or guiding equipment for chains, ropes, hawsers, or the like
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
- B63B21/50—Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers
Abstract
Description
【発明の詳細な説明】
〔発明の利用分野〕
本発明は、浮遊式海洋構造物の多点係留方式、より詳し
くは、比較的浅海域において浮遊式海洋構造物を係留す
るに好適な浮遊式海洋構造物の多点係留方式に関するも
のである。[Detailed Description of the Invention] [Field of Application of the Invention] The present invention relates to a multi-point mooring system for floating marine structures, more specifically, a floating marine structure suitable for mooring floating marine structures in relatively shallow waters. This paper relates to a multi-point mooring system for offshore structures.
従来、浮遊式海洋構造物を所定の位置に保持する方法と
して海底に敷設されたアンカーに一端が固着された係留
索の他端を浮遊海洋構造物に取付ける方式、所謂、多点
係留方式が知られている。この方式は係留索自体の重量
で形成するカテナリー曲線の荷重〜変位特性により定常
外力および浮遊式海洋構造物の動揺を吸収する方式で、
例えば水深50〜200mの比較的深海域の係留方式と
して採用されている。Conventionally, as a method of holding a floating marine structure in a predetermined position, a method has been known in which one end of the mooring cable is fixed to an anchor laid on the seabed and the other end of the mooring line is attached to the floating marine structure, the so-called multi-point mooring method. It is being This method uses the load-displacement characteristics of the catenary curve formed by the weight of the mooring line itself to absorb steady external forces and the movement of the floating marine structure.
For example, it has been adopted as a mooring method in relatively deep waters, at a depth of 50 to 200 meters.
しかしながら、この係留方式を50m以下の比較的浅海
域で採用すると浮遊式海洋構造物の小さな動揺によって
もカテナリー曲線がトート状態となり、その結果、係留
索に異状な張力が作用して切断される等の恐れがあう、
た。However, if this mooring method is adopted in relatively shallow waters of 50 m or less, even small movements of the floating marine structure will cause the catenary curve to become tortuous, resulting in abnormal tension acting on the mooring line and causing it to break. There is a fear of
Ta.
このような事情で、この浅海域で浮遊式海洋構造物を係
留する場合、第7図に示すように海底lにドルフィン2
を打設し、このドルフィン2によりダンパー3を介して
浮遊式海洋構造物4を係留する、所謂ドルフィンダンパ
一方式、又は第8図(イ)(ロ)に示されるように係留
索5にシンカー6を取付けるか、更には係留索5にブイ
7を取付けた多点係留方式が採用されている。Under these circumstances, when mooring a floating marine structure in this shallow area, dolphin 2 is placed on the seabed as shown in Figure 7.
The dolphin 2 is used to moor the floating marine structure 4 via the damper 3, which is the so-called dolphin damper one-type method, or a sinker is attached to the mooring line 5 as shown in FIGS. 8(a) and 8(b). A multi-point mooring system is adopted in which a buoy 7 is attached to the mooring line 5 or a buoy 7 is attached to the mooring line 5.
しかしながら、前記のような浮遊式海洋構造物の係留方
式においては、ドルフィンをその都度海底に打設しなけ
ればならないため工事が面倒であり、またシンカーやブ
イを用いた多点係留方式においては、係留索が複雑とな
り経済的に不利なものとなっている。However, in the above-mentioned mooring method for floating marine structures, the construction work is troublesome as the dolphin must be driven into the seabed each time, and in the multi-point mooring method using sinkers and buoys, The mooring ropes are complicated and economically disadvantageous.
(課題を解決するための手段〕
本発明は前記したような問題点を解決するためになされ
たものであって、浮遊式海洋構造物に複数の索ガイドと
、この索ガイドの上部であって、かつ垂直方向に弾力を
発生するダンパーとを配置し、各係留索の一端を海底に
設けられたアンカーに固着するとともに、この係留索の
他端を前記索ガイドを介して前記ダンパーに取付けるよ
うにしたものである。(Means for Solving the Problems) The present invention has been made to solve the above-mentioned problems. , and a damper that generates elasticity in the vertical direction, one end of each mooring cable is fixed to an anchor provided on the seabed, and the other end of the mooring cable is attached to the damper via the cable guide. This is what I did.
そして索ガイドは例えばフェアリーダーで構成され、浮
遊式海洋構造物の比較的底位置に取付けられるとともに
、ダンパーはこの索ガイドの上部に取付けられる。即ち
、索ガイドを介した係留索は垂直方向に導かれダンパー
に取付けられるようになっている。The cable guide is constructed of a fairlead, for example, and is attached to a relatively bottom position of the floating marine structure, and the damper is attached to the upper part of the cable guide. That is, the mooring cable is guided vertically via the cable guide and attached to the damper.
かかる係留方式によれば、浮遊式海洋構造物に波浪潮流
や風による外力が作用して揺れが生じた場合、ダンパー
効果が生じ係留索に無理が生じない。According to such a mooring method, when external force due to waves or wind acts on the floating marine structure and causes it to sway, a damper effect is generated and the mooring line is not strained.
以下、第1図乃至第5図に基づき本発明による浮遊式海
洋構造物の多点係留方式の一実施例を説明する。An embodiment of a multi-point mooring system for a floating marine structure according to the present invention will be described below with reference to FIGS. 1 to 5.
第1図は浮遊式海洋構造物11の平面図であり、第2図
はその側面図である。この浮遊式海洋構造物11は、プ
ラットホーム12とカラム13とより構成され、カラム
13の浮力により海面札止に浮遊するようになっている
。そしてカラム13の側面には索ガイドとしてフェアリ
ーダ14が設けられるとともに、このフェアリーダ14
の上部のプラットホーム12にはダンパー15が配置さ
れている。FIG. 1 is a plan view of the floating marine structure 11, and FIG. 2 is a side view thereof. This floating marine structure 11 is composed of a platform 12 and a column 13, and is made to float on the sea surface due to the buoyancy of the column 13. A fairlead 14 is provided on the side of the column 13 as a rope guide, and this fairlead 14
A damper 15 is arranged on the platform 12 at the top of the.
このダンパー15は第3図及び第4図に示されるように
、プラットホーム12に設けられたレセスホール16内
に配置され、その構成は複数のフランジ17a、 17
b、 17cの間にゴム等の筒状の弾性体18を配置し
たものであって、弾力Pは垂直方向に作用するようにな
っている。As shown in FIGS. 3 and 4, this damper 15 is arranged in a recess hole 16 provided in the platform 12, and its structure includes a plurality of flanges 17a, 17.
A cylindrical elastic body 18 made of rubber or the like is arranged between b and 17c, and the elasticity P acts in the vertical direction.
そして海底に設けられたアンカー19に一端が取付けら
れた係留索20の他端はフェアリ・−ダ14を介して垂
直方向に導かれダンパー15を構成するフランジ17a
の裏面に取付けられる。 ゛前記構成において、今
、浮遊式海洋構造物1に波浪等の外力が作用して揺れが
生じた場合、係留索20には張力Fが生じ、その結果、
ダンパー15は第5図に示すように圧縮される。このダ
ンパー15の荷重〜歪曲線の一例は、第6図の通りであ
る。即ち、横軸に歪を、そして縦軸に荷重を取ると最初
の歪が“a”の範囲では歪量と荷重とはほぼ比例的に増
加するが、荷重が定格値近傍(“a”の終端部)に達す
ると“b”の範囲に示すように、荷重がほぼ一定で歪量
のみが増大する。したがって、この“b”の範囲におい
て浮遊式海洋構造物11の動揺を吸収することができる
。勿論このダンパー15は各係留索20に夫々取付けら
れているため、浮遊式海洋構造物1のピッチング、ロー
リング、又はヨーイング等如何なる動揺をも吸収するこ
とができるのである。One end of the mooring line 20 is attached to an anchor 19 provided on the seabed, and the other end of the mooring line 20 is guided vertically via a fairlead 14 to a flange 17a forming a damper 15.
attached to the back of the゛In the above configuration, if an external force such as waves acts on the floating marine structure 1 and causes it to sway, a tension F is generated in the mooring cable 20, and as a result,
The damper 15 is compressed as shown in FIG. An example of the load-strain curve of this damper 15 is shown in FIG. In other words, if we take the strain on the horizontal axis and the load on the vertical axis, the amount of strain and load will increase almost proportionally when the initial strain is in the range of "a", but when the load is near the rated value (in the range of "a") As shown in the range "b", the load remains almost constant and only the amount of strain increases. Therefore, the vibration of the floating marine structure 11 can be absorbed within this range of "b". Of course, since this damper 15 is attached to each mooring line 20, it is possible to absorb any vibration such as pitching, rolling, or yawing of the floating marine structure 1.
以上の説明から明らかなように、本発明による浮遊式海
洋構造物の多点係留方式によれば、各係留索20を索ガ
イドを経てプラットフォーム11に設けられたダンパー
に取付け、このダンパー効果による浮遊式海洋構造物の
動揺を吸収するようにしたので、水深50m以下の比較
的浅海域においても多点係留索による係留が可能となる
。As is clear from the above description, according to the multi-point mooring method for floating marine structures according to the present invention, each mooring line 20 is attached to a damper provided on the platform 11 via a cable guide, and the floating structure is suspended by the damper effect. Since it is designed to absorb the vibrations of an offshore structure, mooring using multi-point mooring lines is possible even in relatively shallow waters below 50 meters in depth.
第1図乃至第6図は本発明による浮遊式海洋構造物の多
点係留方式の説明図であって、第1図は浮遊式海洋構造
物の平面図、第2図はその側面図、第3図は第2図■部
の拡大断面図、第4図は第3図のIV−IV矢視図であ
る。
第5図はダンパーの作用説明図、第6図はダンパーの荷
重〜歪曲線図である。そして第7図及び第8図は従来の
浮遊式海洋構造物の係留方式を示すもので、第7図はド
ルフィン式、第8図は多点係留方式の夫々説明図である
。
1・・・tt4底、2・・・ドルフィン、3・・・ダン
パー4.11・・・浮遊式海洋構造物、5・・・係留索
、6・・・シンカー、7・・・ブイ、12・・・プラッ
トホーム、13・・・カラム、14・・・フェアリーグ
、15・・・ダンパー16・・・レセスホール、17a
、 17b、 17c・・・フランジ、18・・・弾性
体、19・・・アンカー、20・・・係留索。1 to 6 are explanatory diagrams of a multi-point mooring system for a floating marine structure according to the present invention, in which FIG. 1 is a plan view of the floating marine structure, FIG. 2 is a side view thereof, and FIG. FIG. 3 is an enlarged sectional view of part 2 in FIG. 2, and FIG. 4 is a view taken along the line IV--IV in FIG. 3. FIG. 5 is an explanatory diagram of the action of the damper, and FIG. 6 is a load-distortion curve diagram of the damper. FIGS. 7 and 8 show conventional mooring systems for floating marine structures; FIG. 7 is a dolphin type mooring system, and FIG. 8 is a multi-point mooring system. 1... tt4 bottom, 2... Dolphin, 3... Damper 4.11... Floating marine structure, 5... Mooring line, 6... Sinker, 7... Buoy, 12 ... Platform, 13... Column, 14... Fair league, 15... Damper 16... Recess hole, 17a
, 17b, 17c...flange, 18...elastic body, 19...anchor, 20...mooring rope.
Claims (1)
設けられ、かつ垂直方向に弾力を発生するダンパーとを
設け、各係留索の一端を海底に設けられたアンカーに固
着するとともに、該係留索の他端を前記索ガイドを経由
して前記ダンパーに取付けるようにしたことを特徴とす
る浮遊式海洋構造物の多点係留方式。A floating marine structure is provided with a plurality of cable guides and a damper that is provided on each cable guide and generates elasticity in the vertical direction, and one end of each mooring cable is fixed to an anchor provided on the seabed, A multi-point mooring system for a floating marine structure, characterized in that the other end of the mooring cable is attached to the damper via the cable guide.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18364988A JPH0234498A (en) | 1988-07-25 | 1988-07-25 | Multi-point mooring method for floating type ocean structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18364988A JPH0234498A (en) | 1988-07-25 | 1988-07-25 | Multi-point mooring method for floating type ocean structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0234498A true JPH0234498A (en) | 1990-02-05 |
Family
ID=16139495
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18364988A Pending JPH0234498A (en) | 1988-07-25 | 1988-07-25 | Multi-point mooring method for floating type ocean structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0234498A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1999010227A3 (en) * | 1997-08-26 | 1999-05-06 | Novellent Technologies L L C | Tension control device for tensile elements |
JP2007253753A (en) * | 2006-03-22 | 2007-10-04 | Hitachi Zosen Corp | Pile type mooring device |
JP2014108735A (en) * | 2012-12-03 | 2014-06-12 | Kajima Corp | Work barge |
CN109763459A (en) * | 2019-01-31 | 2019-05-17 | 重庆固蓝法兰有限公司 | The connection method of bollard and harbour |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS616496B2 (en) * | 1981-08-17 | 1986-02-27 | Matsushita Electronics Corp | |
JPS624692A (en) * | 1985-06-28 | 1987-01-10 | Mitsubishi Heavy Ind Ltd | Method for selecting connection of combination mooring line |
-
1988
- 1988-07-25 JP JP18364988A patent/JPH0234498A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS616496B2 (en) * | 1981-08-17 | 1986-02-27 | Matsushita Electronics Corp | |
JPS624692A (en) * | 1985-06-28 | 1987-01-10 | Mitsubishi Heavy Ind Ltd | Method for selecting connection of combination mooring line |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1999010227A3 (en) * | 1997-08-26 | 1999-05-06 | Novellent Technologies L L C | Tension control device for tensile elements |
US6190091B1 (en) | 1997-08-26 | 2001-02-20 | Novellent Technologies Llc | Tension control device for tensile elements |
JP2007253753A (en) * | 2006-03-22 | 2007-10-04 | Hitachi Zosen Corp | Pile type mooring device |
JP4658841B2 (en) * | 2006-03-22 | 2011-03-23 | 日立造船株式会社 | Pile type mooring device |
JP2014108735A (en) * | 2012-12-03 | 2014-06-12 | Kajima Corp | Work barge |
CN109763459A (en) * | 2019-01-31 | 2019-05-17 | 重庆固蓝法兰有限公司 | The connection method of bollard and harbour |
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