JPS602237B2 - intermediate buoy - Google Patents

intermediate buoy

Info

Publication number
JPS602237B2
JPS602237B2 JP15279478A JP15279478A JPS602237B2 JP S602237 B2 JPS602237 B2 JP S602237B2 JP 15279478 A JP15279478 A JP 15279478A JP 15279478 A JP15279478 A JP 15279478A JP S602237 B2 JPS602237 B2 JP S602237B2
Authority
JP
Japan
Prior art keywords
floating
intermediate buoy
buoy
bodies
floating body
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
Application number
JP15279478A
Other languages
Japanese (ja)
Other versions
JPS5579787A (en
Inventor
直二 土岐
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP15279478A priority Critical patent/JPS602237B2/en
Publication of JPS5579787A publication Critical patent/JPS5579787A/en
Publication of JPS602237B2 publication Critical patent/JPS602237B2/en
Expired legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明は浮揚型の海洋構造物、石油貯油船その他の浮揚
構造物を係留する際に用いる中間プィの改良に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to improvements in intermediate piers used when mooring floating offshore structures, oil tankers, and other floating structures.

第1図に従来の秦鎖係留装置を示す。ここに1′は浮遊
構造物、2′は黍鎖、3′は錨またはシンカーで4′は
海底である。この係留系は、大型構造物を係留する場合
や浅海域に浮遊構造物を係留する場合には、構造物の変
位によって係留装置に蓄えられるポテンシャルエネルギ
ーの量が不足で、安全性を保つことができない。そのよ
うな欠点に対応するものとして提案されたのが第2図に
示すような中間ブイ付索鎖係留装置である。これは第1
図の素鎖2′の中間に適当な大きさのブィ5′を取付け
たものである。この場合、浮遊構造物1′とシンカー3
′との位置関係が第1図のものと同一であっても素鎖2
′の長さは長くなり、したがって許容変位量も大きくな
る。一方浮遊構造物1′の左右方向変位はブィ5′の上
下方向変位を伴うので、それによる素鏡2′の張力の変
化が大きくなり、係留系としての位置保持性能は充分で
ある。また許容変位量が大さ〈索鎖の張力も大きいとい
うことは、この係留装置に蓄積しうるポテンシャルエネ
ルギーの量が大きいということである。以上のように中
間ブィ付素鏡係留装置は全ての面で素鏡係留装置の欠点
をカバーする装置であることは否めない。しかし、この
従来例には次に説明するような不具合があった。第3図
及び第4図に従来例の箱体の浮体の動揺特性の典型的な
例を示す。
Figure 1 shows a conventional Qin chain mooring device. Here, 1' is a floating structure, 2' is a millet chain, 3' is an anchor or sinker, and 4' is the seabed. When mooring large structures or floating structures in shallow waters, this mooring system cannot maintain safety because the amount of potential energy stored in the mooring device due to the displacement of the structure is insufficient. Can not. A cable mooring device with an intermediate buoy as shown in FIG. 2 has been proposed to address such drawbacks. This is the first
A buoy 5' of an appropriate size is attached to the middle of the bare chain 2' shown in the figure. In this case, floating structure 1' and sinker 3
Even if the positional relationship with ′ is the same as that in Figure 1, the bare chain 2
′ becomes longer, and therefore the allowable displacement amount also becomes larger. On the other hand, since the horizontal displacement of the floating structure 1' is accompanied by the vertical displacement of the buoy 5', the resulting change in the tension of the mirror 2' becomes large, and the position holding performance as a mooring system is sufficient. In addition, the large allowable displacement (and the large tension of the cable chain) means that the amount of potential energy that can be stored in this mooring device is large. As described above, it is undeniable that the mirror mooring device with intermediate buoy is a device that covers the drawbacks of the mirror mooring device in all aspects. However, this conventional example has the following problems. FIGS. 3 and 4 show typical examples of the oscillation characteristics of a conventional box-shaped floating body.

これらの図は入射波長と浮体の代表長さの比を機軸にと
り、動揺の各成分の振幅と入射波振幅または最大波懐斜
の比を縦軸にとって図示したものである。これらの図か
らわかるように入射波長が浮体の長さと同程度または数
倍である時、浮体は大きく動揺する。入射波長がそれよ
り長くなると、各成分の振幅は入射波の振幅または最大
波額斜と同じになり、浮体は波のまにまに揺れることに
なる。さて、第2図に示された係留浮遊構造物を考える
In these figures, the axis is the ratio of the incident wavelength to the representative length of the floating body, and the vertical axis is the ratio of the amplitude of each component of vibration to the amplitude of the incident wave or the maximum wave slope. As can be seen from these figures, when the incident wavelength is comparable to or several times the length of the floating body, the floating body oscillates greatly. If the incident wavelength is longer than that, the amplitude of each component will be the same as the amplitude of the incident wave or the maximum wave slope, and the floating body will sway with the waves. Now, consider the moored floating structure shown in FIG.

浮遊構造物1′が大きく動揺し、この係留装置が上に説
明したような効果を充分に発揮するのは、入射波長が浮
遊構造物1′の長さより長い場合であるが、浮遊構造物
1′の長さは通常数十メートル以上あると考えてよいの
で、そのような湯合は騒くまれな大嵐の以外ありえない
。そして、それ以外の場合には入射波長は浮遊構造物1
′の長さより短く、浮遊構造物1′はほとんど動揺しな
いと考えられる。ところが中間ブィ5′の長さは通常、
浮遊構造物1′の長さの数分の1から数十分の1の長さ
であるから上記のように浮遊構造物1′がほとんど動揺
しないような長さの入射波によっても中間ブィ5′は動
揺すると考えられる。
The floating structure 1' sways greatly and this mooring device fully exhibits the effect described above when the incident wavelength is longer than the length of the floating structure 1'. ′ can be considered to be usually several tens of meters or more in length, so such a hot water bath can only occur as a result of a rare turbulent storm. In other cases, the incident wavelength is the floating structure 1
It is considered that the floating structure 1' hardly moves. However, the length of the intermediate buoy 5' is usually
The length of the intermediate buoy 5 is from a fraction to several tenths of the length of the floating structure 1', so even if the incident wave is so long that the floating structure 1' hardly moves as described above, the intermediate buoy 5 ' is considered to be upset.

したがって中間ブィ5′は通常起こる短い波に対してそ
れ自身が動揺し、極〈まれに起こる大嵐の場合には浮遊
構造物1′が動揺して素鎖2′を引くのでそれによって
動揺する。即ち、中間ブィ5′はどのような海象にあっ
ても動揺するので、それと索鎖2′との取り合いの部分
は激しい摩擦を受け、急速に磨耗してゆくものである。
本発明は上記不具合を解消するためのものでその構成と
するところは、浮遊構造物とアンカーとを繋ぐ索体の中
間に設けられた中間ブィにおいて、平面形の大きな少な
くとも二つの浮体と、同一つの浮体を上下に連結する水
平断面形が上記二つの浮体の何れよりも充分に小さい棒
状体と、上記二つの浮体に付与されて二つの浮体の上下
位置を保つと共に水面が上記棒状態の略中央に位置する
よう下方の浮体を水没させるバラストとを備えてなるこ
とを特徴とする中間ブイ、であって、本発明は上記のよ
うに構成するので中間ブィの左右綴れ及び上下揺れが著
しく小さくなり、素鎖の摩耗を著しく低減できるもので
ある。
The intermediate buoy 5' therefore oscillates itself in response to normally occurring short waves, and in the case of extremely rare large storms, as the floating structure 1' oscillates and pulls on the bare chain 2'. That is, since the intermediate buoy 5' oscillates under any sea conditions, the portion where it and the cable chain 2' meet is subjected to severe friction and rapidly wears out.
The present invention is intended to solve the above-mentioned problems, and has a structure in which at least two large planar floating bodies and the same A rod-shaped body that connects the two floating bodies vertically and whose horizontal cross section is sufficiently smaller than either of the two floating bodies, and a rod-shaped body that is attached to the two floating bodies to maintain the vertical position of the two floating bodies and whose water surface is approximately in the shape of the rod. An intermediate buoy characterized by comprising a ballast that submerges a lower floating body so as to be located in the center, and the present invention is configured as described above, so that the left-right buoyancy and vertical swing of the intermediate buoy are significantly small. Therefore, the wear of bare chains can be significantly reduced.

次に第5図において本発明の一実施例を説明する。Next, an embodiment of the present invention will be described with reference to FIG.

第5図において2は素鏡、中間ブィ10は、上方に後述
する棒状体13より平面形の大きな円筒状の浮体11、
下方にも同じく円筒状の浮体12を設け、上記浮体11
又は同12の何れよりもその平面形の小さい円筒13で
結合してある。
In FIG. 5, reference numeral 2 denotes an elementary mirror, and intermediate buoy 10 is a cylindrical floating body 11 having a larger planar shape than a rod-shaped body 13, which will be described later.
A cylindrical floating body 12 is also provided below, and the floating body 11
Alternatively, they are connected by a cylinder 13 whose planar shape is smaller than any of the 12.

浮体11,12には、コンクリート、土砂等を入れて直
立姿勢を保つと共に、円筒13のほぼ中央部に吃水14
が来るようにする。下方の浮体12には素鎖2を繋ぐア
ィプレート15が若千個設けてある。
The floating bodies 11 and 12 are filled with concrete, earth, etc. to keep them in an upright position, and a swamp 14 is placed approximately in the center of the cylinder 13.
will come. The lower floating body 12 is provided with approximately 1,000 eye plates 15 for connecting the bare chains 2.

浮体11及び同12及び円筒13の材質としては鉄板ま
たはプラスチック等が考えられる。
The material of the floating bodies 11 and 12 and the cylinder 13 may be iron plate or plastic.

次に上記実施例の作用効果について説明する。上記の様
に形成された中間ブィ10の復原力持性は、第6図に示
すようになる。すなわち、円筒13の長さをh、ブィ1
0全体の長さを日とすると、上下の変位が小さい範囲琴
電鼻毛三隻無事安年癖質劣真さきさ突号キ空ろ。
Next, the effects of the above embodiment will be explained. The stability of the intermediate buoy 10 formed as described above is as shown in FIG. That is, the length of the cylinder 13 is h, and the length of the cylinder 13 is
If the entire length of 0 is defined as a day, then the vertical displacement is small.

一般にこの様な形状の浮体は、排水量のわりに復原力が
小さい為、上下橋、横孫等の同調を起こさせる周期が長
くなり、その様な同調周期より短い周期の波に対しては
、動揺が小さくなるという特徴を持っている。
In general, floating bodies with this shape have a small stability force in relation to their displacement, so the period for synchronizing the upper and lower bridges, side-to-side bridges, etc. is long, and when waves with a period shorter than the synchronization period occur, the floating body will not be able to sway. It has the characteristic of becoming smaller.

したがってこの様な浮体を、浮体長さの十数倍の波長の
波以下ではほとんど揺れないように設計することは第8
図及び第9図のグラフに示すように充分に可能である。
即ち本発明によって従来の第3図に示す特性は第8図に
、同じく第4図は第9図に示すようにそれぞれ対応して
改善される。したがってこのような中間ブィを用いれば
、浮揚構造物1がほとんど揺れないような波長の波に対
して中間ブイもほとんど怒れないようにすることが可能
である。
Therefore, it is important to design such a floating body so that it hardly sways under waves with a wavelength that is ten times as long as the length of the floating body.
As shown in the figure and the graph of FIG. 9, this is fully possible.
That is, according to the present invention, the conventional characteristics shown in FIG. 3 are improved correspondingly to those shown in FIG. 8, and those of FIG. 4 are improved correspondingly to those shown in FIG. 9. Therefore, by using such an intermediate buoy, it is possible to make the intermediate buoy hardly shaken by waves having a wavelength that causes the floating structure 1 to hardly sway.

一方、浮遊構造物1自体が揺れるような大嵐に会った場
合を考えると、この場合には中間ブィ10は素鎖2によ
って引かれ、いまいま水面下に没し、また水面上に飛び
出しというように激しく運動する。
On the other hand, if we consider the case where the floating structure 1 itself is shaken by a large storm, in this case the intermediate buoy 10 will be pulled by the bare chain 2 and will now be submerged under the water surface, and will jump out onto the water surface. exercise vigorously.

この場合、中間ブィ10の特性として重要なことは変位
によって大量のポテンシャルエネルギーを蓄えうろこと
である。この形状の中間ブィ10は上下に大きな容積を
持っているので、大きな復元力を発揮でき、この点で単
なるポンツーンを中間ブイとして用いた場合と同等の性
能を発揮しうる。
In this case, an important characteristic of the intermediate buoy 10 is that it has scales that store a large amount of potential energy through displacement. Since the intermediate buoy 10 having this shape has a large vertical volume, it can exhibit a large restoring force, and in this respect, it can exhibit the same performance as when a simple pontoon is used as an intermediate buoy.

以上述べたようにこの形状の中間ブィ1川ま通常時(短
波長の低い波しかない)にほとんど動揺せず素鎖2等に
不〉必要な荷重を加えないので、それらをいつまでも初
期に設置された時と同じ完全な状態に保つことができる
という特徴をもつ。
As mentioned above, intermediate buoys of this shape hardly sway during normal times (only low waves with short wavelengths) and do not apply unnecessary loads to the bare chain 2, etc., so they can be installed at the initial stage forever. It has the characteristic of being able to be kept in the same perfect condition as when it was created.

第7図は他の第2実施例を示すもので第1実施例より大
型のものが必要になった場合に用いれば有効で2個のポ
ンツーン20及び同21を教本の垂直または斜に配置さ
れたパイプ22で連結した構造とする。作用効果につい
ては上誌第1実施例と同じである。
FIG. 7 shows another second embodiment, which is effective if used when a larger size than the first embodiment is required, and the two pontoons 20 and 21 can be arranged vertically or diagonally in the textbook. The structure is such that they are connected by a pipe 22. The operation and effect are the same as in the first embodiment described above.

なお、本中間ブィに付与するバラストの重量は、黍鎖2
の引張り力を勘案して設定すればよく、ようするに下方
の浮体12に索鎖2を連結した状態で平常時の水面が棒
状体13の略中央に位置するように設定すればよい。
In addition, the weight of the ballast applied to this intermediate buoy is
It is only necessary to set it by taking into consideration the tensile force of the rod-shaped body 13, and it is sufficient to set it so that the normal water surface is located approximately at the center of the rod-shaped body 13 when the cable chain 2 is connected to the floating body 12 below.

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

第1図ないし第4図は従来例の図で、第1図は中間ブィ
を有しない浮体の係留例、第2図は中間ブィ5′を有す
る浮体の係留例、第3図は従来例の上下揺れ特性を示す
グラフ、第4図は同じく横(左右)揺れ特性を示すグラ
フ、第5図ないし第9図は本発明の実施例の中間ブィに
関する図で、第5図は第1実施例の中間プィが水面に浮
かんだところを示す雌隊図、第6図は第5図の中間ブィ
の復原力持性を示すグラフ、第8図は従釆例の第3図に
対応した第1実施例の中間ブィの特性グラフ、第9図は
同じく第4図に対応した特性グラフ、第7図は第2実施
例の価職図である。 2・…・・素鏡、10・・…・中間ブィ、11,12・
・・・・・浮体、13・・・・・・円筒、14・・・・
・・吃水(水面)。 鯖1図籍2図 幕4図 舞う図 繁り図 緒7図 第8図 繁?図
Figures 1 to 4 are diagrams of conventional examples. Figure 1 is an example of mooring a floating body without an intermediate buoy, Figure 2 is an example of mooring a floating body with an intermediate buoy 5', and Figure 3 is a diagram of the conventional example. FIG. 4 is a graph showing the vertical vibration characteristics. FIG. 4 is a graph showing the horizontal (left and right) vibration characteristics. FIGS. 5 to 9 are diagrams relating to the intermediate buoy of the embodiments of the present invention, and FIG. 5 is the graph of the first embodiment. Fig. 6 is a graph showing the stability of the intermediate buoy in Fig. 5, and Fig. 8 is the first implementation corresponding to Fig. 3 of the follower example. The characteristic graph of the example intermediate buoy, FIG. 9, is a characteristic graph corresponding to FIG. 4, and FIG. 7 is a characteristic graph of the second embodiment. 2...Mirror mirror, 10...Intermediate buoy, 11,12.
...Floating body, 13...Cylinder, 14...
...Hatchling (water surface). Saba 1 illustration 2 illustrations 4 illustrations of dancing illustrations 7 illustrations 8 illustrations? figure

Claims (1)

【特許請求の範囲】[Claims] 1 浮遊構造物とアンカーとを繋ぐ索体の中間に設けら
れた中間ブイにおいて、平面形の大きな少なくとも二つ
の浮体と、同二つの浮体を上下に連結する水平断面形が
上記二つの浮体の何れよりも充分に小さい棒状体と、上
記二つの浮体に付与されて二つの浮体の上下位置を保つ
と共に水面が上記棒状体の略中央に位置するよう下方の
浮体を水没させるバラストとを備えてなることを特徴と
する中間ブイ。
1 In the intermediate buoy installed between the ropes connecting the floating structure and the anchor, there are at least two large planar floating bodies, and any of the above two floating bodies has a horizontal cross-sectional shape that connects the two floating bodies vertically. and a ballast attached to the two floating bodies to maintain the vertical positions of the two floating bodies and submerge the lower floating body so that the water surface is located approximately at the center of the rod-shaped bodies. An intermediate buoy characterized by:
JP15279478A 1978-12-11 1978-12-11 intermediate buoy Expired JPS602237B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15279478A JPS602237B2 (en) 1978-12-11 1978-12-11 intermediate buoy

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15279478A JPS602237B2 (en) 1978-12-11 1978-12-11 intermediate buoy

Publications (2)

Publication Number Publication Date
JPS5579787A JPS5579787A (en) 1980-06-16
JPS602237B2 true JPS602237B2 (en) 1985-01-19

Family

ID=15548282

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15279478A Expired JPS602237B2 (en) 1978-12-11 1978-12-11 intermediate buoy

Country Status (1)

Country Link
JP (1) JPS602237B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2459891B1 (en) * 2012-06-12 2015-03-10 Consejo Superior Investigacion FREE FLOATING SYSTEM AND DEVICE FOR THE DIRECTIONAL CHARACTERIZATION OF THE SURFACE WAVE

Also Published As

Publication number Publication date
JPS5579787A (en) 1980-06-16

Similar Documents

Publication Publication Date Title
US5707172A (en) Floating wave attenuators
US4098086A (en) Breakwater
US20090145854A1 (en) Installation method for a preventative booming for oil containment boom with a spiral configuration
JPS602237B2 (en) intermediate buoy
US3103020A (en) Mooring buoy assembly
US4964756A (en) Tide attenuator
CN112854122A (en) Novel floating frame breakwater
JPS6234239B2 (en)
KR102537987B1 (en) Buoyant Structure Pended Buoyantly
JP4221182B2 (en) Floating structure mooring device
CN215052632U (en) Novel floating frame breakwater
Harms Floating breakwater performance comparison
JPS621283Y2 (en)
JP2695673B2 (en) Tension mooring device for shallow water
JPS5914123B2 (en) floating wave bank
JPS6349435Y2 (en)
JPS62241790A (en) Aqua-spring mooring device
JPS62182303A (en) Float type ship mooring shore apparatus
JPH02190506A (en) Slide anchor for floating wave dissipation levee
JPS597193Y2 (en) Floating mooring device
JPH06146236A (en) Anchoring device for floating pier
JPS5744011A (en) Pretension floating type wave-dissipating bank
JPH02136413A (en) Excessive water depth floating wave dissipation levee
JPS6360312A (en) Floating breakwater device
JP3198698B2 (en) Box-shaped floating structure