JPH0415184A - Device for damping oscillation of spar buoy - Google Patents

Device for damping oscillation of spar buoy

Info

Publication number
JPH0415184A
JPH0415184A JP12049190A JP12049190A JPH0415184A JP H0415184 A JPH0415184 A JP H0415184A JP 12049190 A JP12049190 A JP 12049190A JP 12049190 A JP12049190 A JP 12049190A JP H0415184 A JPH0415184 A JP H0415184A
Authority
JP
Japan
Prior art keywords
buoy
water
resistance plate
oscillation
spar buoy
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.)
Granted
Application number
JP12049190A
Other languages
Japanese (ja)
Other versions
JP2514454B2 (en
Inventor
Yuji Aso
裕司 麻生
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.)
ZENIRAITO V KK
Zeni Lite Buoy Co Ltd
Original Assignee
ZENIRAITO V KK
Zeni Lite Buoy Co 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 ZENIRAITO V KK, Zeni Lite Buoy Co Ltd filed Critical ZENIRAITO V KK
Priority to JP12049190A priority Critical patent/JP2514454B2/en
Publication of JPH0415184A publication Critical patent/JPH0415184A/en
Application granted granted Critical
Publication of JP2514454B2 publication Critical patent/JP2514454B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To restrain oscillation of a spar buoy by means of the oscillation resistance of a resisting plate by axially supporting the resisting plate to a product fixed on the bottom of the sea, e.g. a sinker in such a manner as allowing the plate to freely oscillate, and connecting the spar buoy to then resisting plate via a connecting rod. CONSTITUTION:A column body 1 having the floating body 5 of a spar buoy provided in its middle portion is moored at its lower end to a sinker 4 at a 01 point and a connecting piece 3 is connected at one end to the supporting point 04 of a support piece 1' provided in the lower portion of the column body 1 and at the other end to the supporting point 03 of a resisting plate 2 axially supported to the sinker 4 at a supporting point 02. Oscillation of the spar buoy is amplified by the connecting piece 3 at some amplification factor and transmitted to the resisting plate 2 and is damped by the oscillation resistance of the resisting plate 2.

Description

【発明の詳細な説明】 (イ)産業上の利用分野 比較的浅い水域で使用するスパーブイの減揺装置に関す
る。
DETAILED DESCRIPTION OF THE INVENTION (a) Industrial Application Field The present invention relates to a sway reduction device for a super buoy used in relatively shallow waters.

(ロ)従来の技術 柱体の途中に浮力体を設け、柱体の下端を係留具あるい
は係留機構により水底の沈錘に係留し浮力体を水中に引
伊込み、水線が浮力体上方の柱体途中にくるようにし、
浮力により水中に直立するようにした引き込み係留式ス
パーブイは、畷出距離が少く、動揺が少いため、航路e
lm等に利用されている。
(b) Conventional technology A buoyant body is provided in the middle of a column, the lower end of the column is moored to a sinker on the water bottom using a mooring device or a mooring mechanism, and the buoyant body is pulled into the water, so that the water line is above the buoyant body. Make sure it is in the middle of the column,
The retractable mooring type super buoy, which stands upright in the water using buoyancy, has a short protrusion distance and little oscillation, so it can be easily used in the navigation route e.
It is used for lm etc.

(A)発明が解決しようとする課題 スパーブイは、係留点を中心とする動揺の固有周期が、
水深が深い程大きく、水深が深い場合、例えば水深20
mで固有周期が13〜15秒、水深30mで約15〜2
0秒と大きくなり、設計条件の波周期8秒〜12秒の共
振域から外れるため動揺は小ざい。しかし水深が浅くな
るとスパーブイの固有周期が小さくなるため、共振域に
入り、動揺が大きくなる。これを防ぐには、スパーブイ
の動揺の回転軸から離れた位置、即ち水面近くに抵抗板
等を設け、動揺抵抗を増し、減衰力を大きくすれば良い
。第1図はスパーブイで減衰力を変えた各場合の波周期
と動揺角の関係を示しt:力−ブである。しかし、水面
近くに抵抗板を設け、抵抗力を大きくすることは、チに
水流や波浪により傾taいことになり、浅水域でのスパ
ーブイの課a”4.b=2 c=5 d=5の寸法比とした 題となっていた。
(A) Problem to be solved by the invention The super buoy has a natural period of vibration centered on the mooring point.
The deeper the water depth, the larger the
m, the natural period is 13 to 15 seconds, and at a depth of 30 m, the natural period is about 15 to 2.
0 seconds, which is outside the resonance range of the wave period of 8 seconds to 12 seconds, which is the design condition, so the oscillation is small. However, as the water depth becomes shallower, the natural period of the super buoy becomes smaller, so it enters the resonance region and the oscillation increases. To prevent this, a resistance plate or the like may be provided at a position away from the axis of rotation of the oscillation of the super buoy, that is, near the water surface, to increase the oscillation resistance and increase the damping force. Figure 1 shows the relationship between the wave period and the swing angle in each case where the damping force is changed in the super buoy, where t: force - bu. However, installing a resistance plate near the water surface to increase the resistance force will cause it to tilt due to water currents and waves, and the problem of super buoys in shallow water is a"4.b=2 c=5 d= The title was the size ratio of 5.

(ニ)!I題を解決するための手段 本発明は、水底に固定した構造物例えば沈錘に動揺自在
に軸支した抵抗板と、一端はスパーブイに、他端は抵抗
板に連結した連結杆又は連結索とよりなり、スパーブイ
の動揺を抵抗板に伝え、抵抗板の動揺抵抗によりスパー
ブイの動揺を減するようにしたスパーブイの減揺装置で
ある。
(d)! Means for Solving Problem I The present invention provides a resistance plate rotatably supported on a structure fixed to the bottom of the water, such as a sinker, and a connecting rod or cable connected to a spar buoy at one end and to the resistance plate at the other end. This is a super buoy vibration reduction device that transmits the vibration of the super buoy to the resistance plate and reduces the vibration of the super buoy by the vibration resistance of the resistance plate.

第2図はその1例で柱体(1)が動揺でθ、傾いた状態
を示したもので、柱体1の下端を沈錘(4)に01点で
動揺自在に係留し、柱体下部に設けた支持片(1“)の
支持点04に連結片(3)の一端を連結し、他端を沈錘
(4)に支持点02で軸支した抵抗板(2)の支持点0
3に連結している。第3図のようにa + b r c
 。
Figure 2 is an example of this, showing a state in which the column (1) is tilted by θ due to oscillation. One end of the connecting piece (3) is connected to the support point 04 of the support piece (1") provided at the bottom, and the other end is supported pivotally on the sinker (4) at the support point 02 of the resistance plate (2). 0
It is connected to 3. As shown in Figure 3, a + b r c
.

d、およびΦ、V、V“、v”を設定すれば、V;マ′
◆マ゛ となり、例えば 場合、 従って、上記表のθ、/θb(増幅率)の数値から判る
ようにこの場合、ブイの揺れ角度が抵抗板(2)では約
3倍に増幅される。
d, and Φ, V, V “, v”, then V;
◆ If, for example, the following occurs: Therefore, as can be seen from the values of θ and /θb (amplification factor) in the table above, in this case, the swing angle of the buoy is amplified approximately three times by the resistance plate (2).

以上のように、抵抗板は水底近くにあり、かつ、スパー
ブイの直立状!l (144図参照)で、抵抗板は水平
に近い位置となる。また、波による水の粒子運動は、第
5図のように水面近くは円に近い楕円運動で、水底に近
づく程偏平小径の楕円運動となる。ざらにS流等の水流
は、水底に近づくほど流速は遅くなっている。
As mentioned above, the resistance plate is near the bottom of the water, and the super buoy is upright! l (see Figure 144), the resistor plate is in a nearly horizontal position. Furthermore, the movement of water particles due to waves is an elliptical movement close to a circle near the water surface, as shown in FIG. 5, and becomes an elliptical movement with a flat and small diameter as it approaches the bottom of the water. In a water flow such as the Zarani S flow, the flow velocity becomes slower as it approaches the bottom of the water.

(ネ)作用 以上のように構成したことにより、スパーブイの動揺は
、連結杆または連結索によりある増幅率で増幅して抵抗
板に伝えられる。抵抗板のある水底近くは、上述のよう
に波による水の粒子運動は小ざく、抵抗板の上下運動は
水をとらえやすく、動m抵抗が大きく、減衰力大となる
。また、水底近くでは水流も小さく、抵抗板による水流
抵抗は小ざく、ざらに水面から離れているため抵抗板に
よるスパーブイのaきの増加は殆どない。
(f) Function With the above configuration, the vibration of the super buoy is amplified by a certain amplification factor by the connecting rod or connecting rope and transmitted to the resistance plate. Near the bottom of the water where the resistance plate is located, as mentioned above, the movement of water particles due to waves is small, and the vertical movement of the resistance plate easily catches water, resulting in a large dynamic resistance and a large damping force. In addition, the water flow is small near the bottom of the water, so the water flow resistance due to the resistance plate is small, and since the resistance plate is roughly far from the water surface, the agitation of the super buoy is hardly increased by the resistance plate.

結局′14揺装置を付加しても′S流や波浪による傾き
が小さく、減揺効果の大きいスパーブイのm揺装置とな
る。
In the end, even if a '14 rocking device is added, the inclination caused by the 'S flow and waves is small, and the super buoy's m rocking device has a large rocking reduction effect.

(へ)実施例 第6FMは本発明の1例を実施したスパーブイで2点l
14IIは波浪等で傾いた状態を示し、抵抗板(2)は
水平位置を中心に02点を軸として上下に動揺する。動
揺の増幅率は第3図のa、b、c、dの各寸法を適宜に
することにより適宜に決定できる。
(f) Example 6th FM is a super buoy that implements an example of the present invention with 2 points.
14II indicates a state where it is tilted due to waves, etc., and the resistance plate (2) oscillates up and down with the horizontal position as the center and the 02 point as the axis. The amplification factor of the oscillation can be appropriately determined by appropriately setting each dimension of a, b, c, and d in FIG.

第7Sは第6図のA−A親図で、抵抗板(2)の配置を
示した平面図である。本例の抵抗板(2)は平面部(2
゛)と杆Ml+2”)と軸支部(2′″)とよりなって
いる。
7S is a parent view taken along the line A-A in FIG. 6, and is a plan view showing the arrangement of the resistance plate (2). The resistance plate (2) of this example has a flat part (2
It consists of a rod Ml+2") and a shaft support (2'").

本例では抵抗板(2)はO3点を中心に4個のものを示
したが、611.8個と複数個配置してもよいことは勿
論である。
In this example, four resistive plates (2) are shown centered around the O3 point, but it is of course possible to arrange a plurality of resistive plates (611.8).

第8図は連結部材を索とした別の実施例で、(3°)は
連結索で、スパーブイの浮体(5)と抵抗板(2)を連
結している。この場合、左右の抵抗板1対が滅揺装!と
して働き、スパーブイが傾いて索が引張側に作動する時
抵抗板が動揺のS揺効果を示し、索が緩む側は緩んだだ
け抵抗板が自重あるいはバネ等(図示は省略)の付勢力
で降下する。従って作動状部は第6図より半減するが抵
抗板の面積を増すとか、支点アームを充分にとることに
より充分減揺効果を得ることができる。
Fig. 8 shows another embodiment in which the connecting member is a cable, and (3°) is a connecting cable that connects the floating body (5) of the super buoy and the resistance plate (2). In this case, one pair of left and right resistance plates is completely destroyed! When the spar buoy tilts and the cable moves to the tension side, the resistance plate exhibits the S-sway effect of oscillation, and on the side where the cable loosens, the resistance plate acts as if by its own weight or by the biasing force of a spring (not shown). Descend. Therefore, although the operating portion is reduced by half compared to FIG. 6, a sufficient vibration reduction effect can be obtained by increasing the area of the resistance plate or by providing a sufficient number of fulcrum arms.

(ト)発明の効果 このように、本発明のスパーブイの減揺装置は、波浪に
よる水粒子運動の少ない水底近く、また、潮流があって
も水流が少なくなる水底近く、ざらにスパーブイの傾斜
の支持点となる沈錘の係留環近くに位置し、抵抗板の動
揺増幅率も増すことにより、抵抗板による減衰力が大き
く、抵抗板を設けたことによるスパーブイの傾斜増はほ
とんどなく、すぐれたスパーブイの減揺装置となり、浅
水域においても波周期と共振することがない、動揺の少
ないスパーブイの減揺装置を提供するものである。
(G) Effects of the Invention As described above, the super buoy swing reduction device of the present invention can be used near the bottom of the water where there is little movement of water particles due to waves, and near the bottom of the water where the water flow is small even if there is a tidal current. It is located near the mooring ring of the sinker, which is the support point, and the vibration amplification factor of the resistance plate increases, so the damping force by the resistance plate is large, and there is almost no increase in the slope of the super buoy due to the installation of the resistance plate, making it an excellent The object of the present invention is to provide a swing reduction device for a super buoy that does not resonate with the wave period even in shallow water and has less vibration.

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

第1図はスパーブイの固有周期附近の減衰係数の大小に
よる共振状態を示す動揺角−波周期曲線図、112!!
ffは本発明の1実施例を示した、スパーブイがeb度
傾いた状態を示す説明図、第31!lは第2図の状態に
おける寸法、角度の説明図、第4図はスパーブイの静止
直立状態の説明図、第5図は波浪による水粒子の軌道運
動の説明図、第6図は本発明を実施したスパーブイの概
念図、第7図は第6図のA−A親図、第8図は本発明の
別の実施例を示す概念図である。 】 ・・・・・柱体、2・・・・・・抵抗板、3 ・・
・・・連結杆、3゛・・・・連結索、4・・・・沈錘。 特許出願人  株式会社ゼニライトブイ一 − L’f□ 凹 ’Y+ t− 口 的 ら 閃 一−−−−−−−〇ら 口 )L    〆 :>’−?    σ −波川期 手続補正音 1.事件の表示 平成2年特許願第120491号 2、発明の名称 スパーブイの減揺装置 3、補正をする者 事件との関係 特許出願人 郵便番号563 居 所 大阪府池田市豊島南2丁目176番地の1自発 補正の対象 図面の第6図および第8図。 猶 閃
Figure 1 is a oscillation angle-wave period curve diagram showing the resonance state depending on the magnitude of the damping coefficient near the natural period of the super buoy, 112! !
ff is an explanatory diagram showing one embodiment of the present invention in which the super buoy is tilted by eb degree, No. 31! l is an explanatory diagram of the dimensions and angles in the state shown in Figure 2, Figure 4 is an explanatory diagram of the super buoy in a stationary and upright state, Figure 5 is an explanatory diagram of the orbital movement of water particles due to waves, and Figure 6 is an explanatory diagram of the present invention. A conceptual diagram of the implemented super buoy, FIG. 7 is an AA parent diagram of FIG. 6, and FIG. 8 is a conceptual diagram showing another embodiment of the present invention. ] ...Column body, 2 ...Resistance plate, 3 ...
...Connecting rod, 3...Connecting cable, 4...Sinking weight. Patent Applicant Zenilite Buoy Co., Ltd. - L'f□ Concave 'Y+ t- Kuchitara Senichi ---------〇raguchi) L 〆:>'-? σ - Namikawa period procedural correction sound 1. Display of the case 1990 Patent Application No. 120491 2, Name of the invention Super buoy vibration reduction device 3, Person making the amendment Relationship to the case Patent applicant Postal code 563 Location 176 Toshimaminami 2-chome, Ikeda City, Osaka Prefecture 1. FIGS. 6 and 8 of drawings subject to spontaneous correction. grace

Claims (1)

【特許請求の範囲】 柱体の途中に浮力体を設け、柱体の下端を係留具により
水底の沈錘に係留し浮力体を水中に引き込み、水線が浮
力体上方の柱体途中にくるようにしたスパーブイにおい
て、 水底の沈錘に動揺自在に軸支した抵抗板と、一端はスパ
ーブイに、他端は抵抗板に連結した連結杆又は連結索と
よりなり、抵抗板の動揺抵抗によりスパーブイの動揺を
減ずるようにしたことを特徴とするスパーブイの減揺装
置。
[Claims] A buoyant body is provided in the middle of the column, the lower end of the column is moored to a sinker on the bottom of the water using a mooring device, the buoyant body is drawn into the water, and the water line is located halfway above the buoyant body. This super buoy consists of a resistance plate rotatably supported on a sinker at the bottom of the water, and a connecting rod or cable connected to the spar buoy at one end and the resistance plate at the other end, and the swaying resistance of the resistance plate causes the spar buoy to A sway reduction device for a super buoy characterized by reducing the sway of the buoy.
JP12049190A 1990-05-09 1990-05-09 Sway buoy damping device Expired - Lifetime JP2514454B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12049190A JP2514454B2 (en) 1990-05-09 1990-05-09 Sway buoy damping device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12049190A JP2514454B2 (en) 1990-05-09 1990-05-09 Sway buoy damping device

Publications (2)

Publication Number Publication Date
JPH0415184A true JPH0415184A (en) 1992-01-20
JP2514454B2 JP2514454B2 (en) 1996-07-10

Family

ID=14787507

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12049190A Expired - Lifetime JP2514454B2 (en) 1990-05-09 1990-05-09 Sway buoy damping device

Country Status (1)

Country Link
JP (1) JP2514454B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5387144A (en) * 1992-09-19 1995-02-07 Zeni Lite Buoy Co., Ltd. Stabilizer for spar buoy
KR100748242B1 (en) * 2006-02-06 2007-08-09 삼성전기주식회사 Drive circuit for back light unit module of light emitting diode

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5387144A (en) * 1992-09-19 1995-02-07 Zeni Lite Buoy Co., Ltd. Stabilizer for spar buoy
KR100748242B1 (en) * 2006-02-06 2007-08-09 삼성전기주식회사 Drive circuit for back light unit module of light emitting diode

Also Published As

Publication number Publication date
JP2514454B2 (en) 1996-07-10

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