JPS6135030B2 - - Google Patents
Info
- Publication number
- JPS6135030B2 JPS6135030B2 JP18265280A JP18265280A JPS6135030B2 JP S6135030 B2 JPS6135030 B2 JP S6135030B2 JP 18265280 A JP18265280 A JP 18265280A JP 18265280 A JP18265280 A JP 18265280A JP S6135030 B2 JPS6135030 B2 JP S6135030B2
- Authority
- JP
- Japan
- Prior art keywords
- mooring
- mooring line
- floating body
- sinker
- line
- 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.)
- Expired
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 230000000630 rising effect Effects 0.000 claims description 4
- 238000000034 method Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 4
- 239000002245 particle Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Revetment (AREA)
- Cleaning Or Clearing Of The Surface Of Open Water (AREA)
Description
【発明の詳細な説明】
本発明は、浅水深における浮体係留装置に関す
る。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a floating mooring device in shallow water.
浅い水深で大きな波高に対抗して浮体を係留し
ておくと、係留ラインは容易に緊張して大きな衝
撃力が発生し切断する危険性が生じるため自ずと
浅水深、大波高の条件下では係留が可能な限界が
あつた。 If a floating body is moored in shallow water and against large wave heights, the mooring line will easily become strained and generate a large impact force, creating the risk of breakage. There was a limit to what was possible.
以下図面によつて従来の浮体係留に対する考え
方を説明すると、浮体1が静止している状態で
は、係留ライン2にはそれ自身の重さによる初期
張力T0が働いている(第1図)。なお、5は基礎
シンカを示す。次に定常水平力F1(潮流力、小
さな波による漂流力、吹送力による力)によつて
浮体1は静止位置Aから平均位置Bへx1だけ移動
する。このとき係留ライン2にはF1に対応する
張力T1が新たに加わる(第2図)。更に設計上の
最大波高の波の粒子運動によつて、浮体1は平均
位置Bを中心に±x2の変動を行なう。浮体1には
波の粒子運動による水平力F2が働き、係留ライ
ン2にはこれに対応する張力T2が加わる(第3
図)。 The concept of conventional floating body mooring will be explained below with reference to the drawings. When the floating body 1 is stationary, an initial tension T 0 due to the weight of the mooring line 2 is acting on the mooring line 2 (FIG. 1). Note that 5 indicates a basic sinker. Next, the floating body 1 moves by x 1 from the resting position A to the average position B by the steady horizontal force F 1 (tidal current force, drifting force due to small waves, and blowing force). At this time, a new tension T 1 corresponding to F 1 is applied to the mooring line 2 (Fig. 2). Furthermore, due to the particle motion of the wave having the designed maximum wave height, the floating body 1 fluctuates by ±x 2 around the average position B. A horizontal force F 2 due to wave particle motion acts on the floating body 1, and a corresponding tension T 2 is applied to the mooring line 2 (third
figure).
この関係を図示すれば第4図のようになる。図
中Fは水平力、xは水平移動距離、Tは係留ライ
ン張力を示す。 This relationship is illustrated in FIG. 4. In the figure, F indicates horizontal force, x indicates horizontal movement distance, and T indicates mooring line tension.
係留設計のポイントは、最大移動位置Cを許容
量大移動位置D(第3図に破線で示すように係留
ライン2が緊張し、第4図に示すように水平力F
及び係留ライン張力Tが無限大となる位置)より
小さくし、係留ライン2が緊張することによる衝
撃力の発生を避けることにある。即ち、波浪によ
る力を、浮体1の移動でかわすという考え方であ
る。 The point of mooring design is to change the maximum movement position C to the allowable large movement position D (as shown by the broken line in Figure 3, the mooring line 2 is tensed, and as shown in Figure 4, the horizontal force F is
and the position where the mooring line tension T becomes infinite) to avoid generation of impact force due to tension in the mooring line 2. That is, the idea is to avoid the force caused by waves by moving the floating body 1.
この浮体1の移動は当初に設定された係留ライ
ン2のたるみによつて生まれる。また係留ライン
2の重量は浮体1の移動に対する抵抗力として作
用する。 This movement of the floating body 1 is caused by slack in the initially set mooring line 2. Furthermore, the weight of the mooring line 2 acts as a resistance force against the movement of the floating body 1.
しかしながら、上記の係留法では水平方向の可
動水平距離x0(静止位置Aから許容最大移動位置
Dまでの距離)が大きく取れないため、大きな波
高を持つ波の粒子運動による浮体1の移動をかわ
すことは出来ず、係留ライン2は容易に緊張して
大きな衝撃力を発生する。 However, with the above mooring method, the movable horizontal distance x 0 (distance from the stationary position A to the maximum allowable movement position D) cannot be made large, so it is difficult to avoid the movement of the floating body 1 due to particle movement of waves with large wave heights. The mooring line 2 is easily strained and generates a large impact force.
このため可動水平距離x0を大きく取るべく係留
ライン2のたるみを大きくする(第5図)係留法
が考えられる。 For this reason, a mooring method can be considered in which the slack of the mooring line 2 is increased (FIG. 5) in order to increase the movable horizontal distance x0 .
第6図はその係留特性曲線図であり、本図から
明らかな如く、上記係留法ニに比べ、この係留法
イは、可動水平距離x0が大きく取れる。しかし、
特性曲線の立上がりの傾斜がゆるやかであるた
め、同じ大きさの定常水平力F1に対して水平移
動距離x1が大きく、許容最大移動位置Dまでの距
離x3があまり大きく残らない。換言すれば、ゆる
い係留では、静止時において係留ライン2が浮体
1下にほぼ鉛直に立つた状態であるため、水平力
Fに対して殆ど抵抗力がなく、大きく水平に移動
し、係留ラインが緊張するまでの移動距離が残り
少なくなつてしまう。このように、浅水深におけ
る浮体の係留は、従来非常に困難であつた。 FIG. 6 is a diagram of the mooring characteristic curve, and as is clear from this figure, mooring method A allows a larger movable horizontal distance x 0 than mooring method D described above. but,
Since the rising slope of the characteristic curve is gentle, the horizontal movement distance x 1 is large for a steady horizontal force F 1 of the same magnitude, and the distance x 3 to the maximum allowable movement position D does not remain very large. In other words, in a loose mooring, the mooring line 2 stands almost vertically under the floating body 1 when it is stationary, so there is almost no resistance against the horizontal force F, and the mooring line moves horizontally. There's only so much distance left to travel before you get nervous. As described above, it has been extremely difficult to moor floating bodies in shallow water.
本発明は上記問題点を解消しようとするもの
で、大きな波高の波による浮体の移動を係留ライ
ンを緊張することなく逃がして、大きな衝撃力の
発生を回避することを計つた浅水深における浮体
係留装置を提供することを目的とする。 The present invention is an attempt to solve the above-mentioned problems, and is a method for mooring a floating body in shallow water to avoid the generation of a large impact force by allowing the movement of the floating body due to waves of large wave height to escape without straining the mooring line. The purpose is to provide equipment.
このため本発明の浅水深における浮体係留装置
は、洋上に複数の索によつて係留される浮体にお
いて、上記索は係留ラインと補助係留ラインとか
らなり、該係留ライワは一端が浮体に取付けら
れ、他端が基礎シンカに取付けられ、浮体静止時
にはたるみの大きいゆるい係留とすると共に、係
留ラインの立上がり点に中間シンカが固着され、
上記補助係留ラインは該中間シンカと浮体との間
に張設されると共に少なくとも上記係留ラインよ
り伸縮性が大きいことを特徴としている。 Therefore, the shallow water depth floating body mooring device of the present invention is a floating body moored on the ocean by a plurality of cables, the cables are composed of a mooring line and an auxiliary mooring line, and one end of the mooring liner is attached to the floating body. , the other end is attached to the foundation sinker, and the mooring is loose with a large amount of slack when the floating body is stationary, and the intermediate sinker is fixed to the rising point of the mooring line.
The auxiliary mooring line is stretched between the intermediate sinker and the floating body, and is characterized by having greater elasticity than at least the mooring line.
以下図面によつて本発明の一実施例としての浅
水深における浮体係留装置を説明すると第7図は
その側面図であり、2は浮体1と基礎シンカ5と
の間に大きなたるみをもつて張られた係留ライン
である。中間シンカ4は沖側の係留ライン2の立
上がり点に設けられ、該中間シンカ4と浮体1の
間に補助係留ライン3がほぼ一直線に張られてい
る。係留ライン2には鋼製チエイン等伸縮性の小
さいもの、補助係留ライン3にはナイロンロープ
等伸縮性の大きいものを使う。 Below, a floating body mooring device at shallow water depth as an embodiment of the present invention will be explained with reference to the drawings. This is the mooring line. The intermediate sinker 4 is provided at the rising point of the mooring line 2 on the offshore side, and the auxiliary mooring line 3 is stretched almost in a straight line between the intermediate sinker 4 and the floating body 1. The mooring line 2 is made of a material with low elasticity, such as a steel chain, and the auxiliary mooring line 3 is made of a material with high elasticity, such as a nylon rope.
このように構成されているので、浮体1に定常
水平力F1が働くと、着底している中間シンカ4
が一時的に基礎シンカの役割を果たし、補助係留
ライン3が主として抵抗して、浮体1が大きく水
平移動することを防ぐ(初期状態では補助係留ラ
イン3は張つており、係留ライン2はゆるんでい
るため)。補助係留ライン3の長さが係留ライン
2の長さと同じになつた後は、係留ライン2が定
常水平力F1に抵抗し始める。補助係留ライン3
は係留ライン2の長さ(中間シンカ4と浮体1と
の間の長さ)以上に伸びないので、これ以上の張
力は作用しない。係留ライン2と補助係留ライン
3の長さの差、即ち補助係留ライン3の伸び代を
補助係留ライン3の弾性限界内に設計しておけ
ば、どんなに大きな力が係留ラインに加わつても
補助係留ライン3はクリープを起こしたり、破断
したりすることはない。 With this configuration, when a steady horizontal force F 1 acts on the floating body 1, the intermediate sinker 4 that is on the bottom
temporarily plays the role of a foundation sinker, and the auxiliary mooring line 3 mainly provides resistance to prevent the floating body 1 from moving significantly horizontally (in the initial state, the auxiliary mooring line 3 is taut, and the mooring line 2 is loose). ). After the length of the auxiliary mooring line 3 becomes the same as the length of the mooring line 2, the mooring line 2 begins to resist the steady horizontal force F1 . Auxiliary mooring line 3
does not extend beyond the length of the mooring line 2 (the length between the intermediate sinker 4 and the floating body 1), so no further tension is applied. If the difference in length between the mooring line 2 and the auxiliary mooring line 3, that is, the extension of the auxiliary mooring line 3, is designed to be within the elastic limit of the auxiliary mooring line 3, no matter how large the force is applied to the mooring line, the auxiliary mooring will continue. Line 3 will not creep or break.
次に定常水平力F1に更に大きな波の粒子運動
による水平力F2が加わると、中間シンカ4は水
底から持上がり、係留ライン2の重さを増す効果
を発揮して、水平力に抵抗し浮体1の水平移動を
少なくする。 Next, when a horizontal force F 2 due to particle movement of a larger wave is added to the steady horizontal force F 1 , the intermediate sinker 4 lifts from the water bottom, exerts the effect of increasing the weight of the mooring line 2, and resists the horizontal force. To reduce the horizontal movement of the floating body 1.
この関数を図示すれば第8図のようになる。図
中、イは係留ライン2のみによるゆるい係留の場
合、ロはイに中間シンカ4を加えた場合。ハはロ
に補助係留ライン3を加えた場合(本発明の特性
曲線)を示し、O〜P間は補助係留ライン3が効
果を発揮している部分、Pは中間シンカ4の持上
がり点を示している。本図から明らかな如く、定
常水平力F1による浮体1の水平移動距離x1は大
巾に縮められ、許容最大移動位置までの距離x3が
大きく取れる。 This function is illustrated in FIG. 8. In the figure, (a) shows the case of loose mooring using only the mooring line 2, and (b) shows the case where intermediate sinker 4 is added to (a). C shows the case where the auxiliary mooring line 3 is added to B (characteristic curve of the present invention), O to P is the part where the auxiliary mooring line 3 is effective, and P is the lifting point of the intermediate sinker 4. It shows. As is clear from this figure, the horizontal movement distance x 1 of the floating body 1 due to the steady horizontal force F 1 is greatly reduced, and the distance x 3 to the maximum allowable movement position can be increased.
以上述べたように本発明の浅水深における浮体
係留装置によれば、大きな衝撃力の発生を回避す
ることができ、浮体を長期にわたり安定して係留
できるという利点がある。 As described above, the shallow water mooring device of the present invention has the advantage that generation of a large impact force can be avoided and the floating body can be stably moored for a long period of time.
第1〜3図は従来の係留法において、浮体が水
平移動して行く状態を示す側面図、第4図はその
係留特性曲線図、第5図は従来の他の係留法を示
す側面図、第6図はその係留特性曲線図、第7図
は本発明の一実施例としての係留装置を使つた係
留法を示す側面図、第8図はその係留特性曲線図
である。
1……浮体、2……係留ライン、3……補助係
留ライン、4……中間シンカ、5……基礎シン
カ、F……水平力、T……係留ライン張力、x…
…水平移動距離。
1 to 3 are side views showing the state in which the floating body moves horizontally in a conventional mooring method, FIG. 4 is a mooring characteristic curve diagram, and FIG. 5 is a side view showing another conventional mooring method. FIG. 6 is a mooring characteristic curve diagram thereof, FIG. 7 is a side view showing a mooring method using a mooring device as an embodiment of the present invention, and FIG. 8 is a mooring characteristic curve diagram thereof. 1...Floating body, 2...Mooring line, 3...Auxiliary mooring line, 4...Intermediate sinker, 5...Foundation sinker, F...Horizontal force, T...Mooring line tension, x...
...Horizontal movement distance.
Claims (1)
いて、上記索は係留ラインと補助係留ラインとか
らなり、該係留ラインは一端が浮体に取付けら
れ、他端が基礎シンカに取付けられ、浮体静止時
にはたるみの大きいゆるい係留とすると共に、係
留ラインの立上がり点に中間シンカが固着され、
上記補助係留ラインは該中間シンカと浮体との間
に張設されると共に少なくとも上記係留ラインよ
り伸縮性が大きいことを特徴とする浅水深におけ
る浮体係留装置。1. In a floating body moored at sea by multiple lines, the cables consist of a mooring line and an auxiliary mooring line, one end of which is attached to the floating body, the other end is attached to the foundation sinker, and the mooring line is attached to the floating body at one end, and the other end is attached to the foundation sinker. Sometimes the mooring is loose with a lot of slack, and an intermediate sinker is fixed at the rising point of the mooring line.
A floating body mooring device at shallow water depth, wherein the auxiliary mooring line is stretched between the intermediate sinker and the floating body and has at least greater elasticity than the mooring line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18265280A JPS57107988A (en) | 1980-12-23 | 1980-12-23 | Float mooring gear in shallow depth of water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18265280A JPS57107988A (en) | 1980-12-23 | 1980-12-23 | Float mooring gear in shallow depth of water |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57107988A JPS57107988A (en) | 1982-07-05 |
| JPS6135030B2 true JPS6135030B2 (en) | 1986-08-11 |
Family
ID=16122050
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18265280A Granted JPS57107988A (en) | 1980-12-23 | 1980-12-23 | Float mooring gear in shallow depth of water |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS57107988A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5418939B2 (en) * | 2009-03-27 | 2014-02-19 | 五洋建設株式会社 | Offshore floating structure mooring device by chain and installation method thereof |
-
1980
- 1980-12-23 JP JP18265280A patent/JPS57107988A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57107988A (en) | 1982-07-05 |
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