JPS58128989A - Mooring device for a floating construction - Google Patents

Mooring device for a floating construction

Info

Publication number
JPS58128989A
JPS58128989A JP57009742A JP974282A JPS58128989A JP S58128989 A JPS58128989 A JP S58128989A JP 57009742 A JP57009742 A JP 57009742A JP 974282 A JP974282 A JP 974282A JP S58128989 A JPS58128989 A JP S58128989A
Authority
JP
Japan
Prior art keywords
main column
mooring device
main
pillar
coupled
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
Application number
JP57009742A
Other languages
Japanese (ja)
Inventor
Shoichiro Kijima
貴島 正一郎
Kinji Mishina
三品 欽治
Masuo Takayama
高山 益夫
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.)
Niigata Engineering Co Ltd
Original Assignee
Niigata Engineering 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 Niigata Engineering Co Ltd filed Critical Niigata Engineering Co Ltd
Priority to JP57009742A priority Critical patent/JPS58128989A/en
Publication of JPS58128989A publication Critical patent/JPS58128989A/en
Pending legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B63B35/4406Articulated towers, i.e. substantially floating structures comprising a slender tower-like hull anchored relative to the marine bed by means of a single articulation, e.g. using an articulated bearing

Abstract

PURPOSE:To provide adjustability for the draft of a floating construction by coupling a main pillar, which is coupled with this floating construction, with a pillar mounted on a sinking weight through adjusting member with possibility to adjust the length. CONSTITUTION:A partition plate 24a is furnished at the body 24 of a main pillar 24 coupled with a floating construction, and an auxiliary member 25 for the main pillar is installed at this partition plate 24a with its flange 26 in contact. The auxiliary member 25 has a cylindrical part 27 and a chuck cylinder 28, and a pillar 33 is fitted in this cylindrical part 27. An adjusting member 34 such as chain coupled with this pillar 33 at its top has its top coupled with the abovementioned partition plate 24a. Accordingly the draft of this flating construction to be coupled with the main pillar's body 24 can be adjusted by changing the length of the adjusting member in accordance with the place of installation. The one with identification number 31 is a universal joint while 32 is a sinking weight.

Description

【発明の詳細な説明】 この発明は、航路標識や観測塔等になる浮体式構造物を
海底のアンカー等の沈錘に警絖して係留する係留装置に
関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a mooring device for anchoring and mooring a floating structure, such as a navigational aid or an observation tower, to a sinker such as an anchor on the seabed.

従来、航路標識等の浮体式構造物の係留装置として、古
くから使用されているものに、第1図に示す係留装置が
ある。この係留装置はブイ1をチェーン2で海底のアン
カー等の沈錘3に連結し友tのであるが、この工つな係
留装置は、ブイ1が海面上に浮上しているために水深の
変化による影響が少なrという利点はあるものの、ブイ
1の風や潮置くよる係留の中心線(チェーン2の沈錘3
への固定点を通る鉛直線)Sからの離脱距離!が大きい
上に、波による動揺角が大きいという欠点があった。
2. Description of the Related Art A mooring device shown in FIG. 1 has been used for a long time as a mooring device for floating structures such as navigation aids. This mooring device connects the buoy 1 with a chain 2 to a sinker 3 such as an anchor on the seabed, but this complicated mooring device is difficult to use because the buoy 1 is floating above the sea surface, so water depth changes. Although it has the advantage of being less affected by
A vertical line passing through a fixed point to) Departure distance from S! It had the disadvantage that not only was the wave angle large, but the angle of oscillation caused by the waves was also large.

そζで遅生では、第2図に示すように、浮体4を有する
主柱5の下端をチェーン6等で沈錘7に連結することに
よって、舘記離脱距離ノを小さくした係iI装置を広く
使用するようになった。しかしながら、第2図に示すよ
うな係留装置においては、主柱5の軸線(浮体構造物の
軸線)Tが係留中心(チェーン6の沈錘7への固定点)
0と一致しないため、主柱5の動揺が不規則で保守点検
が困難であるという欠点があった。tた、波が荒い時に
は主柱5の重心0回りの勧きが生じてチェーン6のから
み付きが生じる等の問題を生じていた。
Therefore, as shown in Fig. 2, in the case of late production, the lower end of the main column 5 having the floating body 4 is connected to the sinker 7 with a chain 6, etc., to reduce the separation distance. It became widely used. However, in a mooring device as shown in FIG.
Since it does not match 0, there is a drawback that the main column 5 swings irregularly and maintenance inspection is difficult. Furthermore, when the waves are rough, the center of gravity of the main column 5 tends to move around zero, causing problems such as the chain 6 becoming entangled.

そこで最近、第3薗に示すように、浮体8を有する主柱
9をその下端で自在継手10にて沈錘11に揺動自在に
連結することによって、主柱9が潮流や波風等の外力に
よって傾いた場合に浮体8の浮力を主柱9に復元力とし
て作用させ、もって主柱9の軸線Tと係留の中心線8と
のなす角変σ・がある一定の値以内で主柱9を揺動させ
るようにした係留装置を本発明の出願人が開発した。
Recently, as shown in the third section, a main column 9 having a floating body 8 is swingably connected to a sinker 11 with a universal joint 10 at its lower end. When the floating body 8 is tilted by The applicant of the present invention has developed a mooring device that swings.

ところが、実際に前記浮体式構造物を設置する際に、水
深の測量誤差や海底地形の変化等により、実際の水深と
予め設定し九主柱9の水没部分の長さとが大きく異なる
ことが生じた場合には、第3図に示す係留装置では浮体
式構造物が所定の吃水を得ら114<なって主柱9の揺
動する角Wl#の値が所定の値以内に納まらなくな抄、
浮体式構造物本来の性能に影響が出る可能性のあること
が判明し友。
However, when actually installing the floating structure, the actual water depth and the preset length of the submerged portion of the nine main pillars 9 may differ greatly due to measurement errors in water depth, changes in seabed topography, etc. In the case where the mooring device shown in FIG. ,
It has been discovered that the original performance of floating structures may be affected.

この発明は、前記のような背景に基づ匹てなさ扛たもの
で、浮体式構造物に連結し九主柱と、自在継手によって
沈錘に取υ付は九柱状体とを相互に嵌合して所定長さで
固定することによって、海底地形の変化や水深側量の誤
差等が生じても、浮体式構造物に最善の吃水を与えるこ
とができる浮体式構造物の係留装置の提供を目的とする
This invention has been uniquely developed based on the above-mentioned background, and consists of nine main columns connected to a floating structure and nine columnar bodies attached to a sinker by means of a universal joint, which are fitted into each other. To provide a mooring device for a floating structure that can give the floating structure the best amount of water even if changes in seabed topography or errors in water depth occur by fixing the mooring device at a predetermined length. With the goal.

以下この発明を図面を参照して説明する。The present invention will be explained below with reference to the drawings.

第4図ないし第7図はこの発明の浮体式構造物の係留装
置の一実施例を示すもので、Aは灯器21を有する航路
標識等の浮体式構造物22に連結された主柱、23はこ
の主柱AK浮力を与えるとともに、波風や潮流等の外力
により生じた主柱Aの傾斜を復元させるための浮体であ
抄、第4図中)(WLは満潮時の海面、LWLは干潮時
の海面を示す。
4 to 7 show an embodiment of a mooring device for a floating structure according to the present invention, in which A is a main column connected to a floating structure 22 such as a navigational aid having a lamp 21; 23 is a floating body that provides buoyancy to the main column AK and restores the inclination of the main column A caused by external forces such as waves and currents (see Figure 4) (WL is the sea level at high tide, LWL is the Shows the sea level at low tide.

前記主柱Aは、主柱Aの径よりも大きな径を有する仕切
板24mを下端に有する主柱本体24と、上端にフラン
ジ2bが形成されるとともに、前記仕切板24mにこの
フランジ2bをボルトやナツト等の固定具で固定して主
柱本体24の下端に連結された筒状の主柱副体25とか
ら構成されている。この主柱副体25は前記7ランジ2
6を上端に有する筒体27と、この筒体27の周*XV
肉厚の周壁を有して筒体27の下端に溶接等の取付は手
段で取シ付けられたチャック筒28とから構成されてい
る。このチャック筒28には、チャック筒28の上端近
くから下端に達するスリット281が形成され、このス
リン)28aの長辺部を形成するチャック筒28の周壁
には、締付は板28b、28bが突設されるとともに、
これら締付は板28bに形成された透孔にはlシト29
・・・が挿通され、これらボルト29・・・にはナラ)
3G・・・が螺入されており、これらボルト29・・・
やナツト30・・・を回転させるととくよってチャック
筒28のスリット281を挾んで相対向する2つの内面
の間隔を狭めることができるようKなっている。
The main column A has a main column main body 24 having a partition plate 24m at the lower end having a diameter larger than that of the main column A, and a flange 2b formed at the upper end, and this flange 2b is bolted to the partition plate 24m. and a cylindrical main column sub-body 25 connected to the lower end of the main column main body 24 by fixing with a fixing device such as a nut. This main column sub-body 25 is the 7 langes 2
6 at the upper end, and the circumference of this cylinder 27 *XV
It consists of a chuck tube 28 having a thick peripheral wall and attached to the lower end of the tube 27 by means such as welding. A slit 281 is formed in this chuck tube 28, reaching from near the upper end to the lower end of the chuck tube 28. On the peripheral wall of the chuck tube 28, which forms the long side of this slit 28a, there are plates 28b, 28b for tightening. Along with being installed protrudingly,
These tightenings are performed using the l seat 29 in the through hole formed in the plate 28b.
... is inserted, and these bolts 29... are bolted)
3G... are screwed in, and these bolts 29...
The slit 281 of the chuck tube 28 is sandwiched between the two opposing inner surfaces of the chuck tube 28 by rotating the nuts 30 and 30.

そして、前記主柱副体27には自在継手31に1って海
底の沈錘32に揺動自在KWシ付けられた柱状体33が
嵌合されるとともに、この嵌合によって主柱副体27の
内部に挿入された前記柱状体33はその上端が前記主柱
ムの仕切板24龜にチェーン等の長さ調節が可能な調整
部材34によって連結されている。そして前記調整部材
34を張った状態で前記ボルト29とナラ)30とを締
め付け、チ′ヤツク筒28の内局面にて柱状体33を挾
み付けることによって、筒体27に柱状体33が固定さ
れている。
A columnar body 33, which is swingably attached to a sinker 32 on the seabed through a universal joint 31, is fitted into the main column sub-body 27, and by this fitting, the main column sub-body 27 The upper end of the columnar body 33 inserted into the main column is connected to the partition plate 24 of the main column by an adjustment member 34 such as a chain whose length can be adjusted. Then, with the adjusting member 34 tensioned, the bolt 29 and the bolt 30 are tightened, and the columnar body 33 is fixed to the cylinder body 27 by sandwiching the columnar body 33 between the inner surfaces of the chuck tube 28. has been done.

次に上記のように構成されたこの発明の係留装置の据え
付は方法の一例、および作用について説明する。
Next, an example of a method for installing the mooring device of the present invention configured as described above and its operation will be explained.

この発明の係留装置を据え付けるには、主柱副体25を
主柱本体24に取り付ける前に、調整部材34の長さを
主柱Aの上部が所定の吃水を得るように調節し、次いで
調整部材34の上端を仕切板24mに固定し、続いて仕
切板24aK主柱副体25のフランジ26をボルト止め
等の同市手段で固定する。そして、ボルト29・・・又
はナツト30・・・を回転させ、チャック筒2Bによっ
て柱状体33を締め付けて主柱副体25に柱状体33を
固定する。
In order to install the mooring device of the present invention, before attaching the main column subbody 25 to the main column main body 24, adjust the length of the adjustment member 34 so that the upper part of the main column A obtains a predetermined swishing. The upper end of the member 34 is fixed to the partition plate 24m, and then the flange 26 of the main column sub-body 25 of the partition plate 24aK is fixed by means such as bolting. Then, the bolts 29 or the nuts 30 are rotated to tighten the columnar body 33 with the chuck tube 2B, thereby fixing the columnar body 33 to the main column sub-body 25.

以上のように据え付は九係留装置は、水深の測量誤差や
海底地形の変化等によって実際の水深と主柱Aの水没部
分の長さが異なることがあっても。
As mentioned above, the installation of the nine mooring devices is possible even if the actual water depth and the length of the submerged part of main pillar A may differ due to measurement errors in water depth or changes in the topography of the seafloor.

チャック筒2Bで挟持固定する柱状体330挟持位曾を
1節するとともに、調整部材34の長さを調節すること
によって、浮体式構造物22に所定の吃水を与えること
がで倉る。
By adjusting the clamping position of the columnar body 330 clamped and fixed by the chuck tube 2B and adjusting the length of the adjustment member 34, it is possible to give a predetermined amount of water to the floating structure 22.

また、浮体23による浮力は調整部材34が電相するた
め、チャック筒28には上記浮力による負担がかからな
い。
Further, since the buoyant force caused by the floating body 23 is electrically phased by the adjustment member 34, the chuck tube 28 is not burdened by the buoyant force.

また、上記した構成によりこの実施例は、係留の中心線
Sからの離脱距離Jが小さく、主柱Aの揺動範囲も所定
範囲内に納まる上に、水深の変化にも対応力を持ってい
る。したがって、この実施例は第1図ないし第3図に示
す従来装置の全ての長所を有し次上で、上記従来!!!
置の持つ欠点を全て解消するという優れたものとなって
いる。
Further, due to the above-mentioned configuration, this embodiment has a small detachment distance J from the center line S of the mooring, the swing range of the main column A is within a predetermined range, and it has the ability to respond to changes in water depth. There is. Therefore, this embodiment has all the advantages of the prior art device shown in FIGS. 1-3, and the prior art described above! ! !
It is an excellent product that eliminates all the drawbacks of the original.

wcs図はこの発明の係留装置の別の実施例を示すもの
で、浮体式構造物22に連結され九主柱Aが自在継手3
1によって沈錘32に取シ付けられ次柱状体33に挿入
されるとともに、主柱Aの下端部が調整部材34によっ
て、柱状体33に連結されている。この柱状体33は前
記実施例の主柱細体25と同様な構成の柱状主体35と
、上端に仕切板361を有する柱状副体36とから成り
、前記実施例と同様に調整部材34の長さを調節すると
ともに、柱状主体35のチャック筒28によって主柱A
を挟持固定することができるよう罠なっている。
The wcs diagram shows another embodiment of the mooring device of the present invention, in which the nine main pillars A are connected to the floating structure 22 and are connected to the universal joint 3.
1 is attached to the sinker 32 and then inserted into the columnar body 33, and the lower end of the main column A is connected to the columnar body 33 by an adjustment member 34. This columnar body 33 consists of a columnar main body 35 having the same structure as the main column thin body 25 of the previous embodiment, and a columnar sub-body 36 having a partition plate 361 at the upper end. The chuck tube 28 of the columnar main body 35 adjusts the height of the main column A.
It is a trap that can be clamped and fixed.

以上の構成によってこの実施例は、前記実施例と同等の
効果を得ている。
With the above configuration, this embodiment achieves the same effect as the previous embodiment.

なお、前記した実施例の調整部材34F1、浮体23の
浮力に耐えるとともに長さ調節可能なものであれば、チ
ェーンの他に、棒体とチェーンとを多数相互に連結し九
テンシ田ンαツドや、アイパーやループパー郷のテンシ
ョンパーを継ぎ足した本の、又はワイヤー等様々なtの
を使用可能である。なおまた、主柱Aと棒状体33との
嵌合によって水深の変化に対応できる範囲は、一般的な
水深測定誤差や海底地形の変化等を加味して、水深の1
0参前後に設定することが好ましい。
In addition, as long as the adjustment member 34F1 of the above-mentioned embodiment can withstand the buoyancy of the floating body 23 and is adjustable in length, it is possible to connect a large number of rods and chains to each other in addition to the chain. You can use a variety of tools such as a book with a tensioner attached to it, a tensioner from Iper or Looper, or wire. Furthermore, the range that can accommodate changes in water depth by fitting the main column A and the rod-shaped body 33 is approximately 1 of the water depth, taking into account general water depth measurement errors and changes in seafloor topography.
It is preferable to set it around 0 references.

以上説明したようにこの発明の浮体式構造物の係留装置
は、浮体式構造物に連結された主柱と、自在継手によっ
て沈錘に収り付けられた柱状体とを相互に嵌合して調整
部材によって連結した構成になっているため、実際の水
深に合わせて調整部材を―節することによって、浮体式
構造物に最善の吃水を与えることができる。また、同様
な構成によりこの発明の係留装置L1浮体式構造物の係
留の中心線からの離脱距離を小さくおさえることができ
るとともに、浮体式構造物の揚動範囲を所定範囲内に納
めることができるため、浮体式構造物本来の機能を充分
(発揮させることができる。
As explained above, the mooring device for a floating structure of the present invention has a main column connected to a floating structure and a columnar body fitted to a sinker using a universal joint. Since they are connected by adjustment members, by adjusting the adjustment members according to the actual water depth, it is possible to give the floating structure the best amount of water. Furthermore, with a similar configuration, the separation distance of the mooring device L1 floating structure of the present invention from the center line of the mooring can be kept small, and the lifting range of the floating structure can be kept within a predetermined range. Therefore, the original functions of the floating structure can be fully demonstrated.

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

第1図はブイを使用し九従来の係留amを示す略図、第
2図は主柱とチェーンを使用した従来の係留装置を示す
略図、第3図は主柱と自在継手を使用した従来の係留装
置を示す略図、第4図はこの発明の係留装置の一実施例
の正面図、第5図は(ロ)実施例の要部断面図、第6図
は第5図のE−E線に沿う断面図、第7図は同実施例の
主柱の下端部を示す拡大斜視図、第8図はこの発明の係
留装置の別の実施例を示す略図である。 A・・・・・・主柱、22・・・・・・浮体式構造物、
31・・・・・・自在継手、32・・・・・・沈錘、3
3・白・・柱状体、34・・・・・・調整部材。
Fig. 1 is a schematic diagram showing a conventional mooring device using a buoy, Fig. 2 is a schematic diagram showing a conventional mooring device using a main post and a chain, and Fig. 3 is a schematic diagram showing a conventional mooring device using a main post and a universal joint. A schematic diagram showing a mooring device; FIG. 4 is a front view of an embodiment of the mooring device of the present invention; FIG. 5 is a cross-sectional view of main parts of the embodiment; FIG. FIG. 7 is an enlarged perspective view showing the lower end of the main column of the same embodiment, and FIG. 8 is a schematic diagram showing another embodiment of the mooring device of the present invention. A...Main pillar, 22...Floating structure,
31...Universal joint, 32...Sinking weight, 3
3. White: columnar body, 34: adjustment member.

Claims (1)

【特許請求の範囲】[Claims] 浮体式構造物に連結された主柱と、自在継手によって沈
錘に取り付けられた柱状体を相互に嵌合し、この嵌合に
よって内部に挿入された上記主柱または柱状体の端部を
他の柱状体ま九は主柱にチェノ等の調整部材によって連
結し九ことを特徴とする浮体式構造物の係留装置。
The main column connected to the floating structure and the columnar body attached to the sinking weight by a universal joint are fitted together, and the end of the main column or columnar body inserted inside by this fitting is inserted into the other body. A mooring device for a floating structure, characterized in that the columnar body is connected to the main column by an adjustment member such as a chain.
JP57009742A 1982-01-25 1982-01-25 Mooring device for a floating construction Pending JPS58128989A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57009742A JPS58128989A (en) 1982-01-25 1982-01-25 Mooring device for a floating construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57009742A JPS58128989A (en) 1982-01-25 1982-01-25 Mooring device for a floating construction

Publications (1)

Publication Number Publication Date
JPS58128989A true JPS58128989A (en) 1983-08-01

Family

ID=11728756

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57009742A Pending JPS58128989A (en) 1982-01-25 1982-01-25 Mooring device for a floating construction

Country Status (1)

Country Link
JP (1) JPS58128989A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60215912A (en) * 1983-09-22 1985-10-29 アントルポゼ ジエ.テ.エム.プ−ル レ トラボウ プトロリエ−ル マリテイム エ.テ.ペ.エム. Flexible ocean platform
JPS62273312A (en) * 1986-05-19 1987-11-27 Geiyo Tekko Kensetsu Kk Floating-sinking type boring tower

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5628082A (en) * 1979-08-17 1981-03-19 Zeniraito V:Kk Extendably moored spur buoy

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5628082A (en) * 1979-08-17 1981-03-19 Zeniraito V:Kk Extendably moored spur buoy

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60215912A (en) * 1983-09-22 1985-10-29 アントルポゼ ジエ.テ.エム.プ−ル レ トラボウ プトロリエ−ル マリテイム エ.テ.ペ.エム. Flexible ocean platform
JPS62273312A (en) * 1986-05-19 1987-11-27 Geiyo Tekko Kensetsu Kk Floating-sinking type boring tower
JPH0377886B2 (en) * 1986-05-19 1991-12-12 Geiyo Tetsuko Kensetsu Kk

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