JP2010526956A - Mooring equipment - Google Patents
Mooring equipment Download PDFInfo
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- JP2010526956A JP2010526956A JP2010508344A JP2010508344A JP2010526956A JP 2010526956 A JP2010526956 A JP 2010526956A JP 2010508344 A JP2010508344 A JP 2010508344A JP 2010508344 A JP2010508344 A JP 2010508344A JP 2010526956 A JP2010526956 A JP 2010526956A
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- 241001481833 Coryphaena hippurus Species 0.000 claims abstract description 36
- 230000002093 peripheral effect Effects 0.000 claims 6
- 230000003014 reinforcing effect Effects 0.000 claims 4
- 238000010276 construction Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- 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
- E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
- E02B3/24—Mooring posts
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
- B63B21/24—Anchors
- B63B21/26—Anchors securing to bed
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
- B63B21/50—Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers
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- Ocean & Marine Engineering (AREA)
- General Engineering & Computer Science (AREA)
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Abstract
取り外し可能上部タイプ係留杭と調整可能係留ドルフィンとを使用して現場で浮上構造体を係留する装置である。
【選択図】図1A device for mooring a floating structure on site using a removable upper type mooring pile and an adjustable mooring dolphin.
[Selection] Figure 1
Description
本発明は、桟橋、プラットフォームなどのような浮揚構造物の係留装置に関する。より詳細には、本発明は、埋め込み可能な係留杭および周囲の係留ドルフィンとを利用し、浮揚構造物を固定することが可能である係留装置に関する。この装置は、浮揚構造物を、海底に押し込まれる下方固定部と、下方固定部にフランジ同士でボルト締めされた上方着脱部分とを有する係留杭に取り付けることを可能にする。 The present invention relates to a mooring device for a floating structure such as a pier or a platform. More particularly, the present invention relates to a mooring device that can fix a floating structure using an embeddable mooring pile and a surrounding mooring dolphin. This device makes it possible to attach the floating structure to a mooring pile having a lower fixed part that is pushed into the seabed and an upper detachable part that is bolted to the lower fixed part with flanges.
このようにして形成された係留杭は、設計位置と比べて係留杭の位置の許容施工偏心を考慮する調整可能係留ドルフィンを使用して浮揚構造物に取り付けられる。 The mooring pile formed in this way is attached to the floating structure using adjustable mooring dolphin that takes into account the allowable construction eccentricity of the position of the mooring pile compared to the design position.
風、波、および、流れの影響を受ける浮揚構造物は、指定された場所から離れることを防止するために係留される。従来の係留装置は、
(a)浮揚構造物が陸側に衝突することを防止するためフェンダ付きの岸側係柱に縛り付けられた係留索と、
(b)海底に押し込まれる単一の連続した長さの係留杭、および、浮揚構造物を係留杭に連結する係留ドルフィンとを利用する。
Floating structures affected by wind, waves, and flow are moored to prevent leaving the designated location. Conventional mooring devices
(A) a mooring line tied to a shore-side pole with a fender to prevent the floating structure from colliding with the land side;
(B) Utilize a single continuous length mooring pile pushed into the seabed and a mooring dolphin connecting the floating structure to the mooring pile.
ある特許された設計は、浮揚構造物の底を海底に設置された固定点に連結するため弾性ロープを使用する。 One patented design uses elastic ropes to connect the bottom of the floating structure to a fixed point located on the sea floor.
既存の方法の欠点は次の通りである。 The disadvantages of the existing methods are as follows.
(a)岸側に縛り付けられた係留索は、浮揚構造物が船首および船尾の方向へ移動することを可能にする。また、係留索は、浮揚構造物が横揺れおよび縦揺れの回転運動をすることを防止しない。 (A) A mooring line tied to the shore enables the floating structure to move in the direction of the bow and stern. In addition, the mooring line does not prevent the floating structure from rolling and rolling.
(b)係留杭は、上記の問題を解決するが、従来の単一の連続した長さの係留杭は、他の使用のために浮揚構造物の領域をクリアにすることを要する場合に、その係留杭の位置から定期的に取り外すことができない。 (B) The mooring pile solves the above problem, but the conventional single continuous length mooring pile requires clearing the area of the floating structure for other use, It cannot be removed periodically from the position of the mooring pile.
浮揚構造物の底で海底に取り付けられた弾性索を使用する特許された係留装置に伴う欠点は、この係留装置が、浮揚構造物が規制された範囲で水平方向に移動することを可能にし、浮揚構造物が垂直方向に回転および移動することを可能にすることである。 The disadvantages associated with the patented mooring device that uses elastic cords attached to the seabed at the bottom of the floating structure allow this mooring device to move horizontally in a restricted range, Allowing the floating structure to rotate and move vertically.
本発明は、従来技術に関連した欠点を解消し、浮揚構造物を係留杭に取り付け、さらに、付近のボートまたはその他の活動への障害を防止するために海底の上に突出する係留杭の部分が取り外されることを可能にする係留装置を提供する。この装置は、従来の係留杭と同様に垂直方向における浮揚構造物の移動を可能にするが、係留杭の突出している部分を取り外すことにより他の使用のために場所を開放する利点がある。 The present invention eliminates the drawbacks associated with the prior art, attaches a floating structure to a mooring pile, and further anchors the portion of the mooring pile that protrudes above the seabed to prevent disturbance to nearby boats or other activities. A mooring device is provided that allows the to be removed. This device allows movement of the floating structure in the vertical direction, similar to a conventional mooring pile, but has the advantage of opening up space for other uses by removing the protruding portion of the mooring pile.
より詳細には、本発明は、
(a)海底に押し込まれる下方固定部および上方着脱部を含む2個の部分からなる係留杭、
(b)完全な係留杭を形成するための杭の下方固定部と上方着脱部とのフランジボルト締め仕掛け、
(c)施工許容誤差のため係留杭の場所における偏心に適応できる調整可能係留ドルフィンに関する。
More particularly, the present invention provides:
(A) a mooring pile consisting of two parts including a lower fixing part pushed into the seabed and an upper attaching / detaching part;
(B) A flange bolting mechanism between the lower fixed portion and the upper detachable portion of the pile to form a complete mooring pile,
(C) An adjustable mooring dolphin that is adaptable to eccentricity at the location of the mooring pile due to construction tolerances.
本発明のさらなる目的は以下の発明の開示および説明から明らかになるであろう。 Further objects of the present invention will become apparent from the following disclosure and description of the invention.
本発明の理解の便宜のために、好ましい一実施の形態を、添付図面を参照しながら例として説明する。 For the convenience of understanding the present invention, a preferred embodiment will now be described by way of example with reference to the accompanying drawings.
係留ユニットの主な要件は、浮揚構造物の移動を浮揚構造物の用途の要件を満たす安全限界内に維持しつつ、艀、プラットフォーム、桟橋などのような浮揚構造物を安全に自然条件下で拘束することである。通常は、フェンダタイプの係留ドルフィンが固定係留杭から浮揚構造物を保護するために使用される。本発明の設計によれば、ブラケットが浮揚構造物の上端部および側面に嵌め込まれ、溶接される。1個以上のスタッドが係留ドルフィン固定アームに形成された細長い溝の内部に係合するようにブラケットに締め付けられる。溝は、反力に対抗して作用し、浮揚構造物の前後の移動を調整するように、浮揚構造物に対する係留ドルフィンの規制された調整可能な移動を可能にさせる。 The main requirement for mooring units is to keep floating structures such as dredges, platforms, piers, etc. safely under natural conditions while keeping the movement of the floating structures within safety limits that meet the requirements of the floating structure application. It is to restrain. Normally, fender-type mooring dolphin is used to protect the floating structure from fixed mooring piles. According to the design of the present invention, the bracket is fitted and welded to the upper end and the side surface of the floating structure. One or more studs are clamped to the bracket to engage the interior of an elongated groove formed in the mooring dolphin securing arm. The groove acts against the reaction force and allows a regulated and adjustable movement of the mooring dolphin relative to the floating structure so as to adjust the back and forth movement of the floating structure.
係留杭は浮揚構造物の周りで現場の予め決められた位置に設置され、浮揚構造物は調整可能ドルフィンによって係留杭に取り付けられる。 The mooring pile is installed around the floating structure at a predetermined location in the field, and the floating structure is attached to the mooring pile by adjustable dolphin.
係留杭の上方着脱部を取り外すため、係留ドルフィンは浮揚構造物から外され、調整可能係留ドルフィンのセクションが完全に取り外される。係留杭の上方着脱部を係留杭の下方固定部に連結する締め付けボルトは取り外され、上方着脱部がずらされ、吊り上げられ、水中から取り出される。 To remove the upper detachment of the mooring pile, the mooring dolphin is removed from the floating structure and the adjustable mooring dolphin section is completely removed. The fastening bolt that connects the upper attaching / detaching portion of the mooring pile to the lower fixing portion of the mooring pile is removed, the upper attaching / detaching portion is shifted, lifted, and taken out from the water.
図面をより詳細に参照すると、図1は、係留杭体の下方固定部と上方着脱部との間のフランジ継手を示している。また、同図は、海底に押し込まれた係留杭の下方固定部を示している。 Referring to the drawings in more detail, FIG. 1 shows a flange joint between a lower fixed portion and an upper detachable portion of a mooring pile body. Moreover, the figure has shown the downward fixing part of the mooring pile pushed into the seabed.
図2は、杭寸法およびフランジ厚さを含む、係留杭の下方固定部と上方着脱部との間のフランジ継手の詳細を示している。フランジの平面図は、連結ボルトの位置決めを表す図3に示されている。係留杭の下方固定部分が海底に押し込まれると、係留杭の上方着脱部は、ボルト締めによって2個のフランジを連結するためにボルト孔を位置合わせすることを要する。下方杭体は、その安定性を高めるために砂、砂利などで満たされてもよい。 FIG. 2 shows the details of the flange joint between the lower fixed part and the upper detachable part of the mooring pile, including pile dimensions and flange thickness. A plan view of the flange is shown in FIG. 3 representing the positioning of the connecting bolt. When the lower fixed part of the mooring pile is pushed into the seabed, the upper attaching / detaching part of the mooring pile needs to align the bolt holes in order to connect the two flanges by bolting. The lower pile may be filled with sand, gravel, etc. to increase its stability.
図4は係留杭の上方着脱部の上部の正面図を示し、図5は係留杭の上方着脱部の上部の平面図を示す。滑走板が、係留杭ローラーの間に完全な面接触を与えるためにこの上部に設けられる。図4に示されているような孔付きの上端三角形プレートは、据え付け、調整および取り外しのために係留杭の上方着脱部を吊り上げるために使用される。 4 shows a front view of the upper part of the upper detachable part of the mooring pile, and FIG. 5 shows a plan view of the upper part of the upper detachable part of the mooring pile. A planing plate is provided on top of this to provide full surface contact between the mooring pile rollers. A perforated top triangular plate as shown in FIG. 4 is used to lift the upper detachment of the mooring pile for installation, adjustment and removal.
図6は、調整可能係留ドルフィンの平面図を示す。調整可能係留ドルフィンは、係留杭を浮揚構造物に連結する。調整可能ドルフィンは、施工許容誤差に起因する係留杭の位置の偏心を収容するように設計される。これは、係留ドルフィンが浮揚構造物と垂直方向および平行方向の両方に移動できるように連結ボルトを設計することによって実現される。 FIG. 6 shows a plan view of an adjustable mooring dolphin. An adjustable mooring dolphin connects the mooring pile to the floating structure. The adjustable dolphin is designed to accommodate the eccentricity of the position of the mooring pile due to construction tolerances. This is achieved by designing the connecting bolt so that the mooring dolphin can move both vertically and parallel to the floating structure.
図7は、浮揚構造物に垂直である調整可能係留ドルフィンの正面図を示す。係留ドルフィンは、杭の中心の片側に3個ずつの6個のスタッドによって浮揚構造物の側面に取り付けられている。調整可能係留ドルフィンは、浮揚構造物に平行な方向に係留ドルフィンの位置を調整するために細長い溝を有する。 FIG. 7 shows a front view of an adjustable mooring dolphin that is perpendicular to the floating structure. The mooring dolphin is attached to the side of the floating structure by six studs, three on each side of the center of the pile. The adjustable mooring dolphin has an elongated groove for adjusting the position of the mooring dolphin in a direction parallel to the floating structure.
図8は、浮揚構造物に平行である調整可能係留ドルフィンの正面図を示す。調整可能係留ドルフィンのアームの部分は浮揚構造物のデッキの上に延び、デッキに溶接された支持用ブラケット構造体に固定されている。係留ドルフィン構造体の延ばされたアームは、支持ブラケット構造体に溶接されたスタッドを係合させる細長い溝を有する。これは、係留ドルフィンが浮揚構造物の側面に垂直な方向に調整されることを可能にする。係留ドルフィンがこのようにして調整される間に、浮揚構造物の側面の固定スタッドは係合されたまま保たれる。 FIG. 8 shows a front view of an adjustable mooring dolphin that is parallel to the floating structure. The arm portion of the adjustable mooring dolphin extends over the deck of the floating structure and is secured to a support bracket structure welded to the deck. The extended arm of the mooring dolphin structure has an elongated groove that engages a stud welded to the support bracket structure. This allows the mooring dolphin to be adjusted in a direction perpendicular to the side of the floating structure. While the mooring dolphin is adjusted in this way, the stationary studs on the sides of the floating structure are kept engaged.
一度、浮揚構造物の側面およびデッキの両方の連結用スタッドが係合されると、固定用ナットは、調整可能係留ドルフィンの設置を完了するために取り付けられ、堅く締められる。 Once both the floating structure side and deck connecting studs are engaged, the locking nut is attached and tightened to complete the installation of the adjustable mooring dolphin.
上述の記載および添付図面は発明者により現在意図されている特定に好ましい実施形態に関するが、広範な局面における本発明は記載および図示される要素の機械的および機能的均等物を含むことが理解されるであろう。
Although the foregoing description and accompanying drawings relate to particular preferred embodiments presently contemplated by the inventor, it is understood that the invention in its broader aspects includes mechanical and functional equivalents of the elements described and illustrated. It will be.
Claims (18)
海底に埋め込むことが可能である下方部および前記下方部に着脱により固定可能である上方部を有する少なくとも1本の係留杭と、
前記浮揚構造物と前記係留杭との間に固定可能である少なくとも1個の係留ドルフィンとを備える、係留装置。 A mooring device for a floating structure having an upper surface and a side wall,
At least one mooring pile having a lower part that can be embedded in the seabed and an upper part that can be fixed to the lower part by detachment;
A mooring device comprising at least one mooring dolphin that can be fixed between the floating structure and the mooring pile.
埋め込み部によって海底に固定させて固定可能である下方部および必要に応じて下方部に着脱により固定可能である上方部を有する少なくとも1本の係留杭と、
前記浮揚構造物と前記係留杭との間に固定可能であり、前記浮揚構造物に対して調整により位置決め可能である少なくとも1個の係留ドルフィンとを備える、係留装置。 A mooring device for a floating structure having an upper surface and a side wall,
At least one mooring pile having a lower part that can be fixed by being fixed to the seabed by an embedded part and an upper part that can be fixed to the lower part by detachment as necessary;
A mooring device comprising at least one mooring dolphin that can be fixed between the floating structure and the mooring pile and can be positioned by adjustment with respect to the floating structure.
The apparatus of claim 16, wherein the upper pile supports a planing plate for facilitating full surface contact of the upper outer flange and the lower outer flange during alignment. .
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SG200703387-1A SG148046A1 (en) | 2007-05-14 | 2007-05-14 | A mooring system |
PCT/SG2008/000184 WO2008140424A1 (en) | 2007-05-14 | 2008-05-14 | A mooring system |
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JP2010526956A true JP2010526956A (en) | 2010-08-05 |
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Family Applications (1)
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JP2010508344A Pending JP2010526956A (en) | 2007-05-14 | 2008-05-14 | Mooring equipment |
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JP (1) | JP2010526956A (en) |
KR (3) | KR20170126517A (en) |
SG (1) | SG148046A1 (en) |
WO (1) | WO2008140424A1 (en) |
Families Citing this family (1)
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CN108842721B (en) * | 2018-05-03 | 2020-06-19 | 浙江省交通规划设计研究院有限公司 | Deep reservoir floating navigation facility based on multidirectional limiting connection mechanism |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5029618U (en) * | 1973-07-11 | 1975-04-03 | ||
GB1576968A (en) * | 1978-05-19 | 1980-10-15 | Case R | Dismountable post device |
JPS6414408A (en) * | 1987-07-07 | 1989-01-18 | Bridgestone Corp | Mooring arrangement for floating structure |
JPH0161209U (en) * | 1987-10-08 | 1989-04-19 | ||
JPH06212606A (en) * | 1993-01-20 | 1994-08-02 | Asahi Chem Ind Co Ltd | Mooring column of floating pier and water-surface floating structure |
JPH07132880A (en) * | 1993-11-12 | 1995-05-23 | Sekisui Plastics Co Ltd | Floating pier and its construction |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1938018A1 (en) * | 1969-07-23 | 1971-01-28 | Mannesmann Ag | System for loading and unloading tankers |
US4804296A (en) * | 1987-06-17 | 1989-02-14 | Smath John R | Flotable and adjustable marine fender device |
DE20318736U1 (en) * | 2003-12-01 | 2004-03-04 | Rösler, Andreas | Floating coast protector has protector mounted on swinging arm anchored to floating collar retained on vertical guide pillar |
US7153064B2 (en) * | 2005-02-25 | 2006-12-26 | Playstar, Inc. | Pipe sleeve for a floating dock |
-
2007
- 2007-05-14 SG SG200703387-1A patent/SG148046A1/en unknown
-
2008
- 2008-05-14 KR KR1020177032397A patent/KR20170126517A/en not_active Application Discontinuation
- 2008-05-14 KR KR1020157036018A patent/KR101941544B1/en active IP Right Grant
- 2008-05-14 WO PCT/SG2008/000184 patent/WO2008140424A1/en active Search and Examination
- 2008-05-14 KR KR1020097026054A patent/KR20100038171A/en not_active Application Discontinuation
- 2008-05-14 JP JP2010508344A patent/JP2010526956A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5029618U (en) * | 1973-07-11 | 1975-04-03 | ||
GB1576968A (en) * | 1978-05-19 | 1980-10-15 | Case R | Dismountable post device |
JPS6414408A (en) * | 1987-07-07 | 1989-01-18 | Bridgestone Corp | Mooring arrangement for floating structure |
JPH0161209U (en) * | 1987-10-08 | 1989-04-19 | ||
JPH06212606A (en) * | 1993-01-20 | 1994-08-02 | Asahi Chem Ind Co Ltd | Mooring column of floating pier and water-surface floating structure |
JPH07132880A (en) * | 1993-11-12 | 1995-05-23 | Sekisui Plastics Co Ltd | Floating pier and its construction |
Also Published As
Publication number | Publication date |
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WO2008140424A1 (en) | 2008-11-20 |
SG148046A1 (en) | 2008-12-31 |
KR101941544B1 (en) | 2019-02-01 |
KR20170126517A (en) | 2017-11-17 |
KR20160003891A (en) | 2016-01-11 |
KR20100038171A (en) | 2010-04-13 |
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