JPS6149008A - Mooring of floating type structure - Google Patents
Mooring of floating type structureInfo
- Publication number
- JPS6149008A JPS6149008A JP59171304A JP17130484A JPS6149008A JP S6149008 A JPS6149008 A JP S6149008A JP 59171304 A JP59171304 A JP 59171304A JP 17130484 A JP17130484 A JP 17130484A JP S6149008 A JPS6149008 A JP S6149008A
- Authority
- JP
- Japan
- Prior art keywords
- mooring
- floating
- structures
- floating type
- rope
- 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
- 238000007667 floating Methods 0.000 title claims abstract description 52
- 238000000034 method Methods 0.000 claims abstract description 7
- 238000010586 diagram Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 238000009360 aquaculture Methods 0.000 description 1
- 244000144974 aquaculture Species 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000010355 oscillation Effects 0.000 description 1
- 238000010926 purge Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は浮遊式構造物の係留方法に関するものである。[Detailed description of the invention] [Industrial application field] The present invention relates to a method for mooring a floating structure.
養殖場、港湾、ヨツトハーバ−等においては、消波又は
防波を目的として、第8図に示すように浮遊式構造物(
1)を消波又は防波しようとする波方向(Y方向)と直
交する方向(X方向)に縦に複数個配列し、第9図又は
第10図に示すように該各浮遊式構造物(1)の両側面
を、中間ウェイト(4)、シンカー(6)を取り付けた
係留索(5)を介してアンカーブロック(7)に係留し
ている。In aquaculture farms, ports, yacht harbors, etc., floating structures (as shown in Figure 8) are installed for the purpose of wave dissipation or wave prevention.
1) are arranged vertically in the direction (X direction) perpendicular to the wave direction (Y direction) to be dissipated or blocked, and each of the floating structures Both sides of (1) are moored to anchor blocks (7) via mooring ropes (5) to which intermediate weights (4) and sinkers (6) are attached.
しかし、以上の係留方法では消波又は防波する波方向(
Y方向)の波に対しては充分であるが、Y方向以外の斜
め波やX方向の波が予測以上に大きい場合は第11図に
示すように隣接する浮遊式構造物(1)が移動、動揺し
て接触し、破損する懸念がある。又、消波、防波の機能
が損われることとなる。However, in the above mooring method, the wave direction (
However, if diagonal waves other than the Y direction or waves in the X direction are larger than expected, the adjacent floating structure (1) will move as shown in Figure 11. , there is a concern that it will get upset and come into contact with it, causing damage. In addition, wave dissipation and wave prevention functions will be impaired.
又、1個の浮遊式構造物(])を4本の独立した係留索
(5)により係留するのでシンカー(6)やアンカーブ
ロック(力も夫々4個必要とする等係留資材が多くなっ
て不経済であり、そのうえ係留作業にも手間がかかつて
いた。Also, since one floating structure (]) is moored with four independent mooring ropes (5), a large number of mooring materials are required, such as four sinkers (6) and anchor blocks (four each), which is inconvenient. Not only was it economical, but mooring work was also time-consuming.
更に、第12図に示すように浮遊式構造物(1)の両側
面にブラケット(8)を設け、該ブラケット(8)に係
留索(5)を連結しているため、該浮遊式構造物(1)
の側方の海中には係留索(5)が存在するため浮遊式構
造物(1)と船舶との接触率が多く々9、安全上好まし
くない。又船舶の航行範囲が狭くなるため、浮遊体の係
留作業、保守点検が固辞と々る。Furthermore, as shown in FIG. 12, brackets (8) are provided on both sides of the floating structure (1), and the mooring cables (5) are connected to the brackets (8). (1)
Since there are mooring lines (5) in the sea beside the floating structure (1), there is a high probability of contact between the floating structure (1) and the ship9, which is unfavorable from a safety point of view. Furthermore, as the navigation range of ships becomes narrower, mooring work and maintenance inspections of floating objects are strictly prohibited.
本発明は上述の問題点を解決するため、縦列に配置した
複数個の浮遊式構造物の隣接する浮遊式構造物に連結し
た係留索を共通のアンカーブロックに係留すると共に、
両端の浮遊式構造物に連結した係留索を別個のアンカー
ブロックに係留するようにした。In order to solve the above-mentioned problems, the present invention moors mooring cables connected to adjacent floating structures of a plurality of floating structures arranged in a column to a common anchor block, and
The mooring lines connected to the floating structures at both ends were moored to separate anchor blocks.
これにより、縦列に配置した複数個の浮遊式構造物の両
端は別個のアンカーによシ両側に引っ張るよう係留索を
介して係留され、隣接する浮遊式構造物は共通のアンカ
ーブロックにより係留索を介して係留されるので、斜め
波やX方向からの波が強くなっても隣接する浮遊式構造
物の接触、破損は防止される。共通のアンカーを使用し
シンカーも共通にするため、係留資材が少なくなる。As a result, both ends of multiple floating structures arranged in a column are moored to separate anchors via mooring lines pulled on both sides, and adjacent floating structures are moored by mooring lines using a common anchor block. Since the floating structure is moored through the floating structure, even if diagonal waves or waves from the X direction become strong, contact and damage to adjacent floating structures can be prevented. Because a common anchor and sinker are used, less mooring materials are required.
第1図乃至第6図は本発明の第1実施例であり、消波又
は防波する(Y方向)と直交する方向に縦一列に浮遊式
構造物(1)を複数個(本実施例では3個)配置し、各
浮遊式構造物(1)の左右両端部に係留索通し孔(2)
を夫々設け、該係留索通し孔(2)近傍の前記浮遊式構
造物(1)上面にブラケット(3)を設けである。1 to 6 show a first embodiment of the present invention, in which a plurality of floating structures (1) are arranged in a vertical line in a direction perpendicular to the wave-dissipating or wave-blocking (Y direction) (this embodiment (3 pieces) and mooring cable passage holes (2) at both left and right ends of each floating structure (1).
A bracket (3) is provided on the upper surface of the floating structure (1) near the mooring cable passage hole (2).
各係留索通し孔(2)に中間ウェイト(4)を取り付け
たチェーン、ロープ等の係留索(5)の一端部を底部側
より挿通し、該各係留索(5)を前記各ブラケット(3
)に連結する。One end of a mooring cable (5) such as a chain or rope with an intermediate weight (4) attached is inserted into each mooring cable passage hole (2) from the bottom side, and each mooring cable (5) is inserted into each of the brackets (3).
).
両端の浮遊式構造物(1)の中央の浮遊式構造物(1)
側の係留索(5)の他端部にコンクリート、イヵリ等の
シンカー(6)及びコンクリート、イカリ等のアンカー
ブロック(7)を取シ付け、該両端の浮遊式構造物(1
)の後方両側の海底に沈めて係留するO
又、隣接する各浮遊式構造物(1)の離れた側に連結し
た各係留索(5)を夫々一本にまとめ、シンカー(6)
及びアンカーブロック(7)を取り付けて各浮遊式構造
物(1)の間の両側方の海底に沈めて係留する。Floating structure (1) in the center of floating structures (1) at both ends
A sinker (6) made of concrete, Ikari, etc. and an anchor block (7) made of concrete, Ikari, etc. are attached to the other end of the side mooring cable (5), and floating structures (1) at both ends are attached.
) is submerged and moored on the seabed on both sides of the rear side of the O.In addition, each mooring line (5) connected to the remote side of each adjacent floating structure (1) is combined into one line, and a sinker (6) is attached.
And anchor blocks (7) are attached and moored by sinking into the seabed on both sides between each floating structure (1).
以上のように係留したので、Y方向以外の斜め波やX方
向の波が大きくなっても、各浮遊式構造物(])が相互
に連結され且つ両端側から引っ張られるようになるので
、浮遊式構造物(1)の動揺が止められ、移動が拘束さ
れる。Since it is moored as described above, even if diagonal waves other than the Y direction or waves in the X direction become large, each floating structure (]) will be interconnected and pulled from both ends, so the floating The oscillation of the structure (1) is stopped and movement is restricted.
第4図及び第5図は本発明の第2実施例であり、前記第
1実施例と略同様の構成において左右の係留索(5)を
交叉させた例である。4 and 5 show a second embodiment of the present invention, which is an example in which the left and right mooring ropes (5) are crossed in substantially the same configuration as the first embodiment.
本実施例の場合も前記と同様Y方向ばかりでなく斜め波
やX方向の波に対しても浮遊式構造物(1)の移動を拘
束することができる。In the case of this embodiment as well, the movement of the floating structure (1) can be restrained not only in the Y direction but also against oblique waves and waves in the X direction, as described above.
第6図及び第7図は本発明の第3実施例であり、前記第
1実施例と略同様の構成において、両端の係留索(5)
を両側後方に配置1〜、隣接する浮遊式構造物(1)の
隣接位置の係留索(5)を夫々一本にまとめて配置した
例である。FIGS. 6 and 7 show a third embodiment of the present invention, in which mooring cables (5) at both ends are arranged in substantially the same configuration as the first embodiment.
This is an example in which the mooring cables (5) at the adjacent positions of the floating structure (1) are arranged in one line.
本実施例の場合にも、斜め波やX方向の波に対し浮遊式
構造物(1)の移動を拘束することができる。In the case of this embodiment as well, the movement of the floating structure (1) can be restrained against oblique waves and waves in the X direction.
なお、本発明は上述の実施例のみに限定されるものでは
なく、浮遊式構造物の連結個数は二個以上であれば何個
でもよいこと、プラント、パージ、人工島等の本係留、
仮係留にも使用し得ること等本発明の要旨を逸脱しない
範囲内において種々変更を加え得ることは勿論である。It should be noted that the present invention is not limited to the above-described embodiments, and that any number of floating structures may be connected as long as it is two or more, and that the present invention can be used for main mooring of plants, purges, artificial islands, etc.
Of course, various modifications can be made without departing from the gist of the present invention, such as being able to be used for temporary mooring.
以上述べたように本発明の浮遊式構造物の係留方法によ
れば下記の如き種々の優れた効果を発揮する。As described above, the method for mooring a floating structure of the present invention exhibits various excellent effects as described below.
(1) 従来平行に配置している係留索をたすきかけ
にし、隣接する浮遊式構造物の係留索を先きの方で一方
にまとめて係留するようにしたので、浮遊体の動揺を止
めることができ、斜め波やX方向の波をうけた時の移動
を拘束することができる。(1) The mooring cables, which were conventionally arranged in parallel, are crossed, and the mooring cables of adjacent floating structures are moored together at one end, which stops the floating body from moving. It is possible to restrict movement when receiving diagonal waves or waves in the X direction.
(n) (I)によシ浮遊式構造物どうしの接触、破
損がなく々シ、損傷の懸念がなくなる。(n) With (I), floating structures will not come into contact with each other and will not be damaged, eliminating concerns about damage.
(1) 複数のアンカーブロック、シンカー等の碇着
物を夫々一つに寸とめることができるので、従来の係留
方式より係留資材が少なくなり、且つ係留作業もより早
くなるので非常に経済的である。(1) Since multiple anchoring objects such as anchor blocks and sinkers can be reduced to one size, less mooring materials are required than with conventional mooring methods, and the mooring work is also faster, making it very economical. .
(IV) 係留索の取り付けを浮遊式構造物の側面か
ら浮遊式構造物の上部内側へ変更したので、船舶の航行
範囲が広くなり、浮遊式構造物への接舷が容易に々す、
碇繋作業や保守点検がやり易くなる。(IV) The installation of the mooring cables has been changed from the side of the floating structure to the inside of the top of the floating structure, increasing the navigation range of the vessel and making it easier to come alongside the floating structure.
This makes anchoring work and maintenance inspections easier.
第1図は本発明の第1実施例の説明図、第2図は第1図
の■−■方向矢視図、第6図は第1実施例の部分斜視図
、第4図は本発明の第2実施例の説明図、第5図は第4
図のV−■方向矢視図、第6図は本発明の第3実施例の
説明図、第7図は第6図の■−■方向矢視図、第8図は
従来の係留方法の説明図、第9図は第8図の■−IX方
向矢視図、第10図は第9図における係留索の配置の変
更例を示す図、第11図は第8図における浮遊式構造物
が不定常波を受けた状態を示す図、第12図は従来の係
留索の連結状態を示す詳細図である。
図中、(1)は浮遊式構造物、(2)は係留索通し孔、
(3)はブラケット、(5)は係留索、(6)はシンカ
ー、(7)はアンカーブロックを示す。Fig. 1 is an explanatory diagram of the first embodiment of the present invention, Fig. 2 is a view taken in the direction of the ■-■ direction of Fig. 1, Fig. 6 is a partial perspective view of the first embodiment, and Fig. 4 is a diagram of the present invention. An explanatory diagram of the second embodiment, FIG.
Fig. 6 is an explanatory diagram of the third embodiment of the present invention, Fig. 7 is a view taken from Fig. 6 in the -■ direction, and Fig. 8 is a view of the conventional mooring method. Explanatory diagram, Fig. 9 is a view taken from the ■-IX direction in Fig. 8, Fig. 10 is a view showing an example of a change in the arrangement of mooring cables in Fig. 9, and Fig. 11 is a floating structure in Fig. 8. FIG. 12 is a detailed diagram showing a state in which a conventional mooring line is connected. In the figure, (1) is a floating structure, (2) is a mooring cable passage hole,
(3) is a bracket, (5) is a mooring line, (6) is a sinker, and (7) is an anchor block.
Claims (1)
遊式構造物に連結した係留索を共通のアンカーブロック
に係留すると共に、両端の浮遊式構造物に連結した係留
索を別個のアンカーブロックに係留することを特徴とす
る浮遊式構造物の係留方法。1) Mooring cables connected to adjacent floating structures of multiple floating structures arranged in tandem are moored to a common anchor block, and mooring cables connected to floating structures at both ends are moored to separate anchors. A method for mooring a floating structure, characterized by mooring it to a block.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP59171304A JPS6149008A (en) | 1984-08-17 | 1984-08-17 | Mooring of floating type structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP59171304A JPS6149008A (en) | 1984-08-17 | 1984-08-17 | Mooring of floating type structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6149008A true JPS6149008A (en) | 1986-03-10 |
Family
ID=15920797
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP59171304A Pending JPS6149008A (en) | 1984-08-17 | 1984-08-17 | Mooring of floating type structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6149008A (en) |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63157421U (en) * | 1987-04-01 | 1988-10-14 | ||
JPH01127480A (en) * | 1987-03-30 | 1989-05-19 | Keinosuke Kita | Method for anchoring ship on the sea |
JPH01148686A (en) * | 1987-12-05 | 1989-06-12 | Fukada Sarubeeji Kk | Mooring method for ship and the like |
EP0878388A1 (en) * | 1997-05-15 | 1998-11-18 | Single Buoy Moorings Inc. | Semi-weathervaning anchoring system |
EP0878389A1 (en) * | 1997-05-15 | 1998-11-18 | Single Buoy Moorings Inc. | Semi-weathervaning anchoring system |
US6467423B1 (en) | 1998-12-24 | 2002-10-22 | Single Buoy Moorings Inc. | Semi-weathervaning anchoring system |
KR101030339B1 (en) | 2011-02-28 | 2011-04-19 | 주식회사 삼안 | Concrete block for harbor wharf having inner structure of lattice |
JP2012131332A (en) * | 2010-12-21 | 2012-07-12 | Tokyu Construction Co Ltd | Mooring system of small vessel corresponding to tsunami |
JP2013204265A (en) * | 2012-03-27 | 2013-10-07 | Nishimatsu Constr Co Ltd | Method for preventing overturn and slide of underwater structure |
CN104358233A (en) * | 2014-10-27 | 2015-02-18 | 江苏海事职业技术学院 | Floated wave-absorbing wall unit and wave-absorbing wall group suitable for offshore floating body |
-
1984
- 1984-08-17 JP JP59171304A patent/JPS6149008A/en active Pending
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01127480A (en) * | 1987-03-30 | 1989-05-19 | Keinosuke Kita | Method for anchoring ship on the sea |
JPS63157421U (en) * | 1987-04-01 | 1988-10-14 | ||
JPH0519138Y2 (en) * | 1987-04-01 | 1993-05-20 | ||
JPH01148686A (en) * | 1987-12-05 | 1989-06-12 | Fukada Sarubeeji Kk | Mooring method for ship and the like |
EP0878388A1 (en) * | 1997-05-15 | 1998-11-18 | Single Buoy Moorings Inc. | Semi-weathervaning anchoring system |
EP0878389A1 (en) * | 1997-05-15 | 1998-11-18 | Single Buoy Moorings Inc. | Semi-weathervaning anchoring system |
US6216628B1 (en) | 1997-05-15 | 2001-04-17 | Single Buoy Moorings Inc. | Semi-weathervaning anchoring system |
US6467423B1 (en) | 1998-12-24 | 2002-10-22 | Single Buoy Moorings Inc. | Semi-weathervaning anchoring system |
JP2012131332A (en) * | 2010-12-21 | 2012-07-12 | Tokyu Construction Co Ltd | Mooring system of small vessel corresponding to tsunami |
KR101030339B1 (en) | 2011-02-28 | 2011-04-19 | 주식회사 삼안 | Concrete block for harbor wharf having inner structure of lattice |
JP2013204265A (en) * | 2012-03-27 | 2013-10-07 | Nishimatsu Constr Co Ltd | Method for preventing overturn and slide of underwater structure |
CN104358233A (en) * | 2014-10-27 | 2015-02-18 | 江苏海事职业技术学院 | Floated wave-absorbing wall unit and wave-absorbing wall group suitable for offshore floating body |
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