EP2514877B1 - Plate-forme en mer auto-élévatrice et procédé permettant de réduire les mouvements d'oscillation latérale - Google Patents

Plate-forme en mer auto-élévatrice et procédé permettant de réduire les mouvements d'oscillation latérale Download PDF

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Publication number
EP2514877B1
EP2514877B1 EP12164510.5A EP12164510A EP2514877B1 EP 2514877 B1 EP2514877 B1 EP 2514877B1 EP 12164510 A EP12164510 A EP 12164510A EP 2514877 B1 EP2514877 B1 EP 2514877B1
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EP
European Patent Office
Prior art keywords
mass
platform
spud
spud pole
pole
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Active
Application number
EP12164510.5A
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German (de)
English (en)
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EP2514877A1 (fr
Inventor
Luc VANDENBULCKE
Koen Vanderbeke
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Geosea NV
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Geosea NV
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/0017—Means for protecting offshore constructions
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
    • E02B17/021—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto with relative movement between supporting construction and platform
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
    • E02B17/021—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto with relative movement between supporting construction and platform
    • E02B17/024—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto with relative movement between supporting construction and platform shock absorbing means for the supporting construction
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0215—Bearing, supporting or connecting constructions specially adapted for such buildings involving active or passive dynamic mass damping systems
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0056—Platforms with supporting legs

Definitions

  • the invention relates to a jack-up platform comprising a work deck supported by spud poles and adjustable in height above the water surface.
  • the invention also relates to a method for operating the platform in a water mass with strong current.
  • a jack-up platform of the above stated type is utilized for carrying out work operations at sea.
  • the spud poles which are generally situated at the corner points of the work deck of the platform, can be raised or lowered relative to the work deck by jacks provided on the work deck.
  • the platform can thus be easily transported, with the spud poles in raised position, to the location of the operations to be performed.
  • the platform is anchored on or in the seabed by lowering the spud poles with the jacks until they find support on or in the seabed.
  • the work deck is then carried by means of the jacks to a position above the water surface in which the work deck is supported by the spud poles and is clear of the water surface.
  • the height of the work deck above the water surface can be adjusted by further jacking up the work deck relative to the spud poles (whereby the work deck is raised relative to the water surface) or by lowering the work deck (whereby the work deck is lowered relative to the water surface).
  • a jack-up platform of the known type can only be employed in relatively shallow waters. This is because the maximum feasible water depth is determined by the spud pole length, which must after all exceed the water depth in order to enable placing of the work deck at different height positions relative to the water surface.
  • the length of the spud poles is however limited by structural considerations. If they were to be given a structurally stronger form, for instance by increasing the wall thickness, they can then become too heavy, whereby transport of the platform is made more difficult or becomes uneconomic.
  • US 4,270,877 A discloses a jack-up platform, which is supported by legs and comprises a height-adjustable work deck above the water level.
  • the platform is equipped with jacks that connect the legs to the work deck flexibly.
  • the flexible connection comprises hydraulic cylinders provided at two or more different vertical positions of the legs.
  • a pulley that is rotatable by piston is provided.
  • US 4,443,000 also discloses a jack-up platform, supported by legs.
  • the work deck is height-adjustable relative to the legs by jackets comprising a conventional rack and pinion system.
  • the connection is provided with flexible blocks that provide damping of vertical movements. Shear deformation of the blocks is prevented by letting their compression axis extend through the center of rotation of the upper part of a corresponding leg.
  • An object of the present invention is to provide a jack-up platform which can be utilized at greater water depths.
  • An additional object of the present invention is to provide a platform which can be applied in water masses with a strong current.
  • a jack-up offshore platform comprising a work deck supported by spud poles and adjustable in height above the water surface, wherein at least one spud pole comprises means for reducing lateral oscillating movements of the platform, the means comprising a mass, and damping means which connect the mass to the spud pole and which damp lateral oscillating movements of the mass.
  • Providing at least one spud pole of the platform with means according to the invention achieves that the spud poles can have a greater length than is the case in the known platform. It is hereby possible to work at locations with greater water depth.
  • a further advantage of the invented platform is that it can be applied for the same known spud pole length in a water mass with strong current where it is no longer possible to work with the known platform in such a current. Halting operations on a platform is very costly and must therefore be avoided.
  • the value of the Strouhal number varies slightly with the Reynolds number but typically equals about 0.2.
  • the means for reducing lateral oscillating movements of the platform are accommodated in an internal cavity of the spud pole.
  • the height adjustment of the work deck relative to the spud poles can take place in essentially the same manner as is the case with the known platform. If the means are arranged externally, they have to be removed, possibly temporarily, during raising and lowering of the work deck relative to the spud poles, which is time-consuming and can even be dangerous in strong current. Such embodiment is also found to be less susceptible to damage.
  • a further advantage of the present embodiment is that the lifting forces on the spud pole do not increase relative to the known spud pole.
  • a platform in which the means for reducing lateral oscillating movements of the platform comprise a mass and damping means which connect the mass to the spud pole and which damp lateral oscillating movements of the mass.
  • the damping means can in principle be embodied in any known manner. It is thus possible to distribute the damping means over the side surface of the mass, as for instance would be the case if a rubber cylinder were to fill the space between the mass and the internal casing surface of the spud pole.
  • the damping means comprise a dashpot.
  • a dashpot is understood to mean a mechanical device which resists movements by means of viscous friction. The force resulting from a movement is generally proportional to the velocity of the movement but acts in the opposite direction, wherein the movement is slowed and energy is absorbed.
  • the present embodiment is not limited to a particular type of dashpot, and both linear and rotary dashpots can be applied.
  • Linear dashpots generally comprise a cylinder in which the hydraulic fluid is situated and in which a piston is movably received.
  • the movement of the hydraulic fluid can, if desired, be limited by forcing it through relatively small openings during movement of the piston.
  • Suitable dashpots are chosen subject to the desired linear displacement (stroke) and damping factor (the force to be exerted for a determined piston velocity).
  • Rotary dashpots comprise a rotating piston wherein the damping factor is expressed in the torque to be exerted for a determined angular velocity of the piston. It is also possible to apply an eddy current damper.
  • Such a damper comprises a housing of a non-magnetic but conductive material in which a magnet of sufficient dimensions is received.
  • an eddy current damper generally produces a resistive force proportional to the velocity of movement of the piston. Proportionality is however not a prerequisite for the present invention.
  • the dashpot must preferably connect the mass to the spud pole. For a linear dashpot this can for instance take place by connecting the dashpot cylinder to the internal casing surface of the spud pole, for instance by welding or bolting, and the free outer end of the dashpot piston to the mass, or vice versa.
  • a platform in which the damping means comprise spring means which resist lateral oscillating movements of the mass.
  • the spring means and the damping means preferably act in parallel and are both attached to the mass.
  • the spring and damping means can comprise two or more separate mechanical devices or, if desired, can be combined in one mechanical device. Is also possible to distribute the spring (and damping) means over the side surface of the mass, as for instance would be the case if a rubber cylinder were to fill the space between the mass and the internal casing surface of the spud pole.
  • Parallel operation of the spring and damping means is understood in the context of the present invention to mean that the spring and damping means undergo substantially the same or proportional displacements during displacement of the mass. Parallel action is distinguished from series action, wherein the spring and damping means undergo substantially the same force during displacement of the mass.
  • the spring means must preferably connect the mass to the spud pole.
  • the spring means comprise a suspension cable for the mass, which suspension cable allows lateral movements of the mass with a spring constant.
  • the suspension cable connects the mass to the spud pole, for instance by providing the spud pole on the upper side with a fixing means (a suspending means) for the suspension cable, likewise providing the mass with a fixing means for the suspension cable and tensioning the suspension cable between the two fixing means.
  • the combination of spring means and mass in the present embodiment forms a pendulum which can oscillate relatively freely relative to or in the spud pole. The freedom of oscillation is limited in combination with damping means such as dashpots acting on the mass.
  • the fixing means can be chosen subject to the desired degrees of freedom of oscillation. It is thus possible for the suspension means to have only one degree of freedom, for instance by applying a flat hinge connection. Because the direction of the current around a spud pole is variable, a suspension means with at least two degrees of freedom is more preferably applied, such as for instance a ball joint. If desired, the fixing means of the mass can also comprise at least two degrees of freedom. In embodiments with multiple degrees of freedom it is advantageous for the spring and/or the damping means to be adapted such that they can absorb movements of the mass in multiple (lateral) directions. This can for instance take place by providing multiple dashpots in regular distribution in peripheral direction over the internal or external casing surface of the spud pole.
  • a particularly advantageous embodiment of the platform according to the invention has the feature that the position of the mass is adjustable in the longitudinal direction of the spud pole.
  • the mass can in this way be set at optimum height in the case of a variable spud pole length.
  • the spud pole length will indeed depend on the specific conditions at the location of operations. If desired, it is possible to provide multiple masses at different heights.
  • Yet another preferred embodiment relates to a platform in which the weight of the mass is adjustable.
  • the mass can in this way be set to optimum weight in the case of a variable spud pole length. If desired, it is possible to provide multiple masses at different heights, wherein the masses can have a different weight. Varying the weight of a mass is for instance possible by connecting additional masses thereto or by filling a hollow mass to a determined level with a liquid such as water. The relevant mass is provided for this purpose with connection points for liquid conduits.
  • the invention also relates to a method for operating a jack-up offshore platform in a water mass with strong current, the platform comprising a work deck supported by spud poles and adjustable in height above the water surface.
  • the platform comprising a work deck supported by spud poles and adjustable in height above the water surface.
  • at least one spud pole is provided with means for reducing the lateral oscillating movements.
  • Preferred embodiments of the method according to the invention comprise methods wherein the means are received in an internal cavity of the spud pole; wherein the means comprise a mass which is connected to the spud pole by damping means which damp lateral oscillating movements of the mass; wherein the damping means comprise a dashpot; wherein the damping means comprise spring means which resist lateral oscillating movements of the mass; wherein the spring means comprise a suspension cable for the mass, and the mass is suspended from the suspension cable, the suspension cable allowing lateral movements of the mass with a spring constant; wherein the position of the mass is adjusted in the longitudinal direction of the spud pole; and wherein the weight of the mass is adjusted.
  • a jack-up platform 1 is shown.
  • the jack-up platform 1 substantially comprises a work deck 2 and four spud pole jacks 3 (of which only two are visible) at the corner points of work deck 2.
  • Each jack 3 operates a spud pole 4 which can be lowered in the vertical direction 5 until the associated spud pole finds support on or in the seabed 6.
  • Work deck 2 is provided, by way of example, with a lifting crane 7 with an arm pivotable in the direction R.
  • a number of structures normally present on a jack-up platform are omitted from the figure.
  • Platform 1 is anchored at the desired position on or in the seabed 6 by lowering the spud poles 4 with jacks 3 until they find support on or in seabed 6.
  • Work deck 2 is then carried by means of jacks 3 into a position above water surface 8 in which work deck 2 is supported by spud poles 4 and is clear of the water surface 8 as shown in figure 1 .
  • Spud poles 4 here run partially underwater and another part protrudes above the water surface.
  • the height of work deck 2 is set above water surface 8 by jacking up work deck 2 further relative to spud poles 4, whereby work deck 2 is raised relative to water surface 8 or by lowering the work deck, whereby work deck 2 is lowered relative to water surface 8.
  • the spud poles are provided with insertion openings 9 for the purpose of anchoring spud poles 4 relative to jacks 3.
  • Water flowing along spud poles 4 of platform 1 in a flow direction 11 can cause vortices 10 on the downstream side of spud pole 4 (see figure 2 ).
  • the periodic vortex formation 10 causes, among other things, oscillating forces in the lateral direction 12 of the spud pole (the direction substantially perpendicularly of flow direction 11).
  • the lateral forces provide for an oscillating lateral movement 13 of spud poles 4, and therefore also of work deck 2 of platform 1, which is after all supported by spud poles 4.
  • At least one spud pole 4 comprises means 20 for reducing the above stated lateral oscillating movements 13 of platform 1.
  • means 20 comprise in the shown embodiment a mass 22 received in an internal cavity 4a of spud pole 4.
  • the internal cavity 4a generally runs over almost the whole length of spud pole 4, although this is not essential.
  • Means 20 comprise springs 23 which are connected on either side to (the internal casing surface of) spud pole 4 and to (the external casing surface of) mass 22, and which resist lateral oscillating movements of mass 22; and dashpots 24 which resist these movements by means of viscous friction. Springs 23 and dashpots 24 are arranged mutually in parallel, whereby they undergo the same lateral displacement.
  • the lateral movements 13 of spud pole 4 are transmitted by means of springs 23 and dashpots 24 with delay to mass 22, wherein dashpots 24 partially absorb the kinetic energy.
  • the linear dashpots 24 comprise a cylinder 24a (see figure 3 ) in which a hydraulic fluid is present and in which a piston 24b is movably received.
  • Each dashpot 24 is connected with the cylinder portion 24a to (the internal casing surface of) spud pole 4, for instance by welding, and with piston 24b to (the external casing surface of) mass 22.
  • the means 20 comprise a mass 22 which, by means of spring means 23 in the form of suspension cables (25a, 25b), is suspended in relatively freely oscillating manner in an internal cavity 4a of the associated spud pole 4.
  • a spacer plate 26 is arranged between cables 25a and 25b in order to shorten the pendulum arm.
  • Suspension cables 25a, 25b allow lateral movements of mass 22 with a spring constant which depends on the pendulum arm length.
  • Suspension cables 25a, 25b connect mass 22 to spud pole 4 by providing spud pole 4 on the upper side with a support plate 27 with an eye or ball joint 28 to which the suspension cable 25a is attached.
  • Cable 25b is attached to mass 22 by means of an eye or ball joint 29.
  • the freedom of oscillation of mass 22 is limited by springs 23 and in particular by dashpots 24 arranged on either side of mass 22 on the internal casing surface of the associated spud pole 4.
  • dashpots 24 are welded with cylinder side 24b to this casing surface and connected with piston side 24b to mass 22. Because the direction of the current 11 around a spud pole 4 is variable, it is recommended to make the mass 22 swingable in different directions.
  • Mass 22 itself has the form of a two-sided 'mushroom' and comprises two widened portions 22b connected on either side to a central stem part 22a. The portions 22b leave clear sufficient space from the internal casing surface of the spud pole so that mass 22 is movable in the hollow space 4a of spud pole 4.
  • the position of mass 22 in the lengthwise direction 5 of spud pole 4 is easily adjustable by varying the length of cables 25a and/or 25b by means of jacks 30 arranged on support plate 27 and/or on spacer plate 26.
  • Mass 22 can in this way be set at optimum height in the case of a variable spud pole length, wherein it is advantageous to set the position of mass 22 as high as possible, and preferably at the height of work deck 2 as shown in figure 3 .

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Vibration Prevention Devices (AREA)

Claims (14)

  1. Plate-forme marine autoélévatrice (1), comprenant un pont de travail (2) porté par des pieux d'ancrage (4) et réglable en hauteur au-dessus de la surface (8) de l'eau, étant entendu qu'au moins un pieu d'ancrage (4) comprend des moyens pour réduire les mouvements d'oscillation latérale (13) de la plate-forme (1), les moyens comprenant une masse (22), et des moyens d'amortissement qui relient la masse (22) au pieu d'ancrage (4) et qui amortissent les mouvements d'oscillation latérale (13) de la masse (22).
  2. Plate-forme (1) selon la revendication 1, dans laquelle les moyens sont logés dans une cavité interne (4a) du pieu d'ancrage (4).
  3. Plate-forme (1) selon la revendication 1 ou 2, dans laquelle les moyens d'amortissement comprennent un amortisseur à fluide (24).
  4. Plate-forme (1) selon l'une quelconque des revendications précédentes, dans laquelle les moyens d'amortissement comprennent des moyens élastiques qui résistent aux mouvements d'oscillation latérale (13) de la masse (22).
  5. Plate-forme (1) selon la revendication 4, dans laquelle les moyens élastiques comprennent un câble de suspension (25a) pour la masse (22), lequel câble de suspension (25a) autorise les mouvements latéraux (13) de la masse (22) selon une constante de rappel.
  6. Plate-forme (1) selon l'une quelconque des revendications précédentes, dans laquelle la position de la masse (22) est réglable dans le sens longitudinal du pieu d'ancrage (4).
  7. Plate-forme (1) selon l'une quelconque des revendications précédentes, dans laquelle le poids de la masse (22) est réglable.
  8. Procédé d'exploitation d'une plate-forme marine autoélévatrice (1) dans une masse d'eau (22) présentant un fort courant (11), la plate-forme (1) comprenant un pont de travail (2) porté par des pieux d'ancrage (4) et réglable en hauteur au-dessus de la surface (8) de l'eau, dans lequel au moins un pieu d'ancrage (4) est doté de moyens permettant de réduire les mouvements d'oscillation latérale (13), les moyens comprenant une masse (22) qui est reliée au pieu d'ancrage (4) par des moyens d'amortissement qui amortissent les mouvements d'oscillation latérale (13) de la masse (22).
  9. Procédé selon la revendication 8, dans lequel les moyens sont reçus dans une cavité interne (4a) du pieu d'ancrage (4).
  10. Procédé selon la revendication 9, dans lequel les moyens d'amortissement comprennent un amortisseur à fluide (24).
  11. Procédé selon la revendication 9 ou 10, dans lequel les moyens d'amortissement comprennent des moyens élastiques qui résistent aux mouvements d'oscillation latérale (13) de la masse (22).
  12. Procédé selon la revendication 11, dans lequel les moyens élastiques comprennent un câble de suspension (25a) pour la masse (22) et la masse (22) est suspendue au câble de suspension (25a), le câble de suspension (25a) autorisant les mouvements latéraux (13) de la masse (22) selon une constante de rappel.
  13. Procédé selon l'une quelconque des revendications 8-12, dans lequel la position de la masse (22) est réglée dans le sens longitudinal du pieu d'ancrage (4).
  14. Procédé selon l'une quelconque des revendications 8-13, dans lequel le poids de la masse (22) est réglé.
EP12164510.5A 2011-04-18 2012-04-17 Plate-forme en mer auto-élévatrice et procédé permettant de réduire les mouvements d'oscillation latérale Active EP2514877B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
BE2011/0221A BE1019907A4 (nl) 2011-04-18 2011-04-18 Opvijzelbaar offshore platform en werkwijze voor het onderdrukken van laterale oscillerende bewegingen ervan.

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EP2514877A1 EP2514877A1 (fr) 2012-10-24
EP2514877B1 true EP2514877B1 (fr) 2016-08-17

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020215863A1 (fr) * 2019-04-25 2020-10-29 青岛理工大学 Système de structure de plateforme océanique jacket auto-réinitialisable basé sur une colonne oscillante intégrée
CN112431320A (zh) * 2020-11-20 2021-03-02 湖南省潇振工程科技有限公司 用于风机塔筒减振的电涡流调谐质量阻尼器及其安装方法

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6198297B2 (ja) * 2013-03-15 2017-09-20 三菱重工業株式会社 長周期制振装置
JP6026037B1 (ja) * 2016-04-19 2016-11-16 新日鉄住金エンジニアリング株式会社 免震構造体
CN115263989B (zh) * 2022-07-27 2024-04-16 重庆交通大学 阻尼可调的电涡流阻尼器

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL7713674A (nl) * 1977-12-09 1979-06-12 Stevin Baggeren Bv Werkplatform.
FR2497248A1 (fr) * 1980-12-31 1982-07-02 Brissonneau & Lotz Moyens elastiques pour dispositif elevateur mecanique de plate-forme marine

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020215863A1 (fr) * 2019-04-25 2020-10-29 青岛理工大学 Système de structure de plateforme océanique jacket auto-réinitialisable basé sur une colonne oscillante intégrée
CN112431320A (zh) * 2020-11-20 2021-03-02 湖南省潇振工程科技有限公司 用于风机塔筒减振的电涡流调谐质量阻尼器及其安装方法
CN112431320B (zh) * 2020-11-20 2021-09-21 湖南大学 用于风机塔筒减振的电涡流调谐质量阻尼器及其安装方法

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EP2514877A1 (fr) 2012-10-24

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