EP2297405B1 - Structure for loading and unloading at least one ship for transporting fluids - Google Patents
Structure for loading and unloading at least one ship for transporting fluids Download PDFInfo
- Publication number
- EP2297405B1 EP2297405B1 EP09745986.1A EP09745986A EP2297405B1 EP 2297405 B1 EP2297405 B1 EP 2297405B1 EP 09745986 A EP09745986 A EP 09745986A EP 2297405 B1 EP2297405 B1 EP 2297405B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- compartment
- ship
- caisson
- bottom plate
- box
- 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.)
- Not-in-force
Links
- 239000012530 fluid Substances 0.000 title claims description 18
- 238000006073 displacement reaction Methods 0.000 claims description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 12
- 238000004873 anchoring Methods 0.000 claims description 3
- 230000000295 complement effect Effects 0.000 claims description 3
- 238000005507 spraying Methods 0.000 claims 1
- 238000003032 molecular docking Methods 0.000 description 9
- 238000009434 installation Methods 0.000 description 5
- 239000003915 liquefied petroleum gas Substances 0.000 description 5
- 241001125840 Coryphaenidae Species 0.000 description 3
- 238000005188 flotation Methods 0.000 description 3
- 239000007789 gas Substances 0.000 description 3
- 229930195733 hydrocarbon Natural products 0.000 description 3
- 150000002430 hydrocarbons Chemical class 0.000 description 3
- 238000007654 immersion Methods 0.000 description 3
- 239000003949 liquefied natural gas Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 2
- 239000004215 Carbon black (E152) Substances 0.000 description 1
- -1 liquefied gas Chemical class 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000003345 natural gas Substances 0.000 description 1
- 210000000056 organ Anatomy 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Images
Classifications
-
- 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
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/068—Landing stages for vessels
Definitions
- the present invention relates to a structure for loading and unloading at least one fluid transport vessel, such as, for example, hydrocarbons, liquefied natural gas (LNG), liquefied petroleum gas (LPG) or any other gas liquefied.
- a fluid transport vessel such as, for example, hydrocarbons, liquefied natural gas (LNG), liquefied petroleum gas (LPG) or any other gas liquefied.
- the present invention applies in particular to the transfer of this type of product between a ship and a fixed structure constituted, for example, by a liquefaction unit or a regasification terminal during the loading of the ship, or a fluid reservoir during its unloading.
- ship loading and unloading stations comprising a fluid transfer platform attached to the seabed by a fixing structure consisting of a set of sunken piles. in the seabed.
- the platform supports articulated fluid transfer arms, intended to be connected to ship's transom systems called "manifolds" on the ship.
- Known loading stations further include a set of dolphins (commonly referred to as “mooving dolphins”) for absorbing the ship's docking energy and the tide after docking.
- the dolphins are also set on the seabed by rigid metal piles.
- the fluid transfer platform is connected to a tank located on the coast or on a fixed platform at sea by a flexible pipe or a partially or totally immersed pipeline.
- This type of transfer platform requires a very large number of piles and is of a high cost and the intervention of heavy equipment for installation.
- this type of transfer platform is subject to offshore swell and it is therefore necessary to orient them so that when the vessel is moored there, It is facing the dominant swell.
- the wind factor must be taken into account in the same way as the swell.
- An object of the invention is to propose a structure for loading and unloading at least one ship that can be transportably transported from a manufacturing site to the loading or unloading site of the ship and also easily installed on this site. site, while resisting waves of very high heights in extreme conditions.
- the document BE 1 010 063 A describes a ship loading and unloading structure according to the preamble of claim 1.
- the subject of the invention is therefore a structure for loading and unloading at least one transport vessel of a fluid formed by a docking dock of the ship comprising at least one concrete box provided with closure means and with opening for moving said at least one box by filling of water between a floating position for transporting the wharf and a position anchored in the seabed in which this wharf comprises a lower submerged anchor part and an upper part partially out of the water for docking said vessel, characterized in that the lower part of said at least one box comprises at least one compartment provided with closing and opening means, each formed by a bottom plate of the compartment connected to means moving said bottom plate between a closed position of the corresponding compartment and an open position of this compartment.
- FIG. 1 schematically shows a structure designated by the general reference 20, loading and unloading at least one vessel 1 for transporting a fluid, such as for example liquefied hydrocarbons, including liquefied gas, such as natural gas liquefied petroleum gas (LNG), liquefied petroleum gas (LPG), or any other type of liquefied gas.
- a fluid such as for example liquefied hydrocarbons, including liquefied gas, such as natural gas liquefied petroleum gas (LNG), liquefied petroleum gas (LPG), or any other type of liquefied gas.
- liquefied hydrocarbons including liquefied gas, such as natural gas liquefied petroleum gas (LNG), liquefied petroleum gas (LPG), or any other type of liquefied gas.
- LNG natural gas liquefied petroleum gas
- LPG liquefied petroleum gas
- the ship 1 comprises a floating hull 2 delimiting a lateral mooring edge 3 and at least one liquefied fluid storage tank 2a.
- the ship 1 further comprises, along its mooring edge 3, mooring lines 4 fixed respectively to the front, to the rear and in the median part of the ship 1.
- the tank 4 comprises a plurality of manifolds 5 which open transversely with respect to the shell 2.
- Each manifold 5 is provided at its outer end with a removable connection piece 6 for their connection with a conduit 10 for transferring fluids to a terminal , not shown, disposed for example on the coast, or at sea, away from the structure 20 and which comprises liquefied hydrocarbon storage tanks.
- the duct 10, represented in dotted lines on the figure 1 is, in this case, a cryogenic conduit immersed in the body of water.
- This structure 20 comprises a platform 21 for receiving and mooring the ship 1.
- This pier 21 comprises at least one caisson 22 of concrete and, in the embodiment shown in FIG. figure 1 , several boxes 22 placed end to end.
- each caisson 22 comprise complementary interlocking means constituted, on one of the end walls, by projecting elements 23 and, on the other opposite end wall, by a part recessed 24 for receiving the projecting elements 23 of the box 22 adjacent when the boxes are placed one after the other.
- Each concrete caisson 22 is displaceable by filling water between a floating position represented in FIG. figure 3 allowing its transport between a manufacturing site and an offshore installation site where each box 22 is in a position anchored in the seabed A, shown in FIG. figure 4 .
- Each box 22 has a lower portion 22a allow the water filling of the box 22, as will be seen later, and an upper portion 22b forming ducts for the passage for example connecting ducts, not shown, with the ship 1 where for the passage of any other organ.
- the passage of the connecting ducts in the upper parts 22b of the boxes 22 can protect these ducts from the swell and a possible shock.
- the lower part 22a of the box 22 is watertight and is partially immersed and the upper part 22b is above the level of the water B and, in the position anchored in the seabed A, the lower part 22a of the box 22 is immersed and partially sunk in the seabed A and the upper part 22b is partially out of the water for the docking of the ship 1.
- the lower part 22a of the box 22 comprises at least one compartment 25 and, in the assembly shown in the figures, this lower part 22a has four compartments.
- Each compartment 25 is provided with means 30 for closing and opening to move the box 22 by filling water between its floating position and its position anchored in the seabed A.
- the means 30 for closing and opening each compartment 25 is constituted by a bottom plate 31 movable and connected to means 35 for moving this bottom plate 31 between a position sealingly closing the corresponding compartment 25 and a position opening the compartment 25.
- the bottom plate 31 In the closed position of the compartment 25, the bottom plate 31 is supported on a flange 26a formed on the lower edge 26 of the lower part 22 of the box 21, as shown in FIG. figure 3 .
- each displacement means being identical and a bottom plate 31 which can be associated with several displacement means 35.
- Each moving means 35 is formed by a rod 36 having a lower end 36a connected to the corresponding bottom plate 31 by a hinge pin 37 and an upper end 36b free.
- the rod 36 passes through the lower portion 22a and the upper portion 22b of the box 22.
- the rod 36 carrying the bottom plate 31 is movable by means of stepwise or continuous.
- these means are constituted by two sets 38, a first set 38 being placed above the lower part 22a and a second set 38 being placed above the upper part 22b of the box 22.
- each set 38 comprises a plurality of jaws 39 movable transversely and perpendicularly to the corresponding rod 36 between a position spaced from this rod 36 and a position pressed against said rod 36.
- Each assembly 38 also comprises cylinders 40 for moving the jaws 39 vertically.
- the displacement means are constituted, for example, by a rack and pinion assembly of known type, and not shown.
- each rod 36 may be effected by any other suitable system.
- each bottom plate 31 is associated with at least one locking member 41 of the bottom plate 31 in the sealed position of the corresponding compartment 25.
- Each locking member is constituted, for example, by a screw-nut mechanism of known type or by any other suitable mechanism.
- the lower edge 26 of the lower part of this box 22 comprises means for driving the box 22 into the seabed A.
- These driving means represented at figure 5 are constituted by orifices 45 for projecting a fluid under pressure into the seabed A. These orifices 45 are distributed along the length of the lower edge 26 of the box 22.
- One of the lateral faces of the upper portion 22b comprises a frame 50 formed of a trellis of beams on which is moored the ship 1 by means of the mooring lines 4, as shown in FIG. figure 1 .
- the upper part 22b of the box 22 comprises breakwaters 51.
- the installation at sea of the caissons 22 intended to form the platform 21 is carried out in the following manner.
- Each box 22 is floated to the installation site.
- the bottom plate 31 of each compartment 25 is maintained applied to the rim 26a of the lower edge 26 so as to seal each compartment 25 of the box 22.
- the bottom plate 31 of each compartment 25 is held in this position by at least one locking member 41, as shown in FIG. figure 3 .
- the boxes 22 are oriented such that the breakwaters 51 disposed on one side of the upper portion 22b of the box 22 are oriented on the side of the dominant swell to break the swell and protect the ship 1 when docked at Pier 21.
- the first method of immersion caissons 22 is to immerse each box 22 separately.
- each bottom plate 31 The locking member 41 of each bottom plate 31 is retracted in order to release this bottom plate 31.
- each compartment 25 is moved from its closed position of the corresponding compartment 25 to its open position of this compartment 25.
- the jaws 39 of the lower movement assembly 38 are locked in order to to lock the rod 36 carrying the bottom plate 31 to open.
- the jaws 39 of the upper displacement assembly 38 are unlocked on the corresponding rod 36 and the jacks 40 of the upper displacement assembly 38 are actuated, which has the effect of vertically moving the rod 36 upwardly and lifting. the bottom plate 31 of the corresponding compartment 25.
- the water begins to enter the compartment 25 and after this first movement of the rod 36 and the bottom plate 31.
- the jaws 39 of the upper displacement assembly 38 are locked on the rod 36.
- the jaws 39 of the lower movement assembly 38 are unlocked and returned to their initial position by the cylinders 40.
- the bottom plates 31 of the compartments 25 of the box 22 can be moved synchronously or separately so that the box 22 gradually sinks and comes to rest on the seabed B.
- the boxes 22 intended to to form the entire platform 21 are thus immersed one after the other and placed on the seabed B.
- a cable passes longitudinally through each caisson 22 via a longitudinal passage 47 ( figure 5 ) between the lower and upper portions 22a and 22b respectively of the box 22.
- a second method of immersion caissons 22 to form the dock 21 is to assemble these caissons 22 one after the other floating.
- this box 22 sinks gradually into the seabed A under the effect of its own weight and this depression is facilitated by the projection of a fluid under pressure in the bottom 45.
- the bottom plates 31 of the compartments 25 are held in the open position of each compartment 25, as shown in FIG. figure 4 .
- the conduits, not shown, provided in the upper part 22b of the caissons 22 of the pier 21 and intended to unload a ship 1 after docking, are connected to the subsea conduit 10 so as to transfer the fluid discharged from the ship 1 to the coast and to a storage site.
- the number of boxes 22 makes it possible to control and control the descent of the wharf when it is laid on the seabed. Indeed, the greater the number of boxes 22 is important, the more it is possible to open and / or close boxes to stabilize the descent of the entire dock.
- the lower part 22a of the boxes 22 may represent a cylindrical section and, in this case, the bottom plate 31 of each compartment 25 is curvilinear.
- the loading and unloading structure according to the invention has the advantage of being able to be brought to the site of loading or unloading by flotation and also to allow the docking of a ship under difficult conditions.
- the structure according to the invention can be easily anchored at sea without requiring the driving of a multitude of piles and the intervention of heavy equipment for its installation. A simple tug is enough to bring the dock to the docking site.
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
- Ship Loading And Unloading (AREA)
- Underground Or Underwater Handling Of Building Materials (AREA)
Description
La présente invention concerne une structure de chargement et de déchargement d'au moins un navire de transport d'un fluide, comme par exemple des hydrocarbures, du gaz naturel liquéfié (GNL), du gaz de pétrole liquéfié (GPL) ou tout autre gaz liquéfié.The present invention relates to a structure for loading and unloading at least one fluid transport vessel, such as, for example, hydrocarbons, liquefied natural gas (LNG), liquefied petroleum gas (LPG) or any other gas liquefied.
La présente invention s'applique notamment au transfert de ce type de produit entre un navire et une structure fixe constituée, par exemple, par une unité de liquéfaction ou un terminal de regazéification lors du chargement du navire, ou un réservoir de fluide lors de son déchargement.The present invention applies in particular to the transfer of this type of product between a ship and a fixed structure constituted, for example, by a liquefaction unit or a regasification terminal during the loading of the ship, or a fluid reservoir during its unloading.
Compte tenu de certaines contraintes de sécurité et de déplacement des navires, il est préférable de procéder aux opérations de transfert de fluides en maintenant le navire hors d'un port, dans des eaux plus profondes, par exemple à quelques centaines de mètres de la côte.Given certain safety constraints and vessel movements, it is preferable to carry out fluid transfer operations by keeping the vessel out of a port, in deeper waters, for example a few hundred meters from the shore. .
Pour réaliser de telles opérations en pleine mer, on connaît notamment des postes de chargement et de déchargement de navires comprenant une plate-forme de transfert de fluides fixée sur le fond de la mer par une structure de fixation constituée d'un ensemble de pieux enfoncés dans le fond sous-marin.To carry out such operations on the high seas, there are in particular ship loading and unloading stations comprising a fluid transfer platform attached to the seabed by a fixing structure consisting of a set of sunken piles. in the seabed.
La plate-forme supporte des bras articulés de transfert de fluide, destinés à être raccordés à des systèmes de traverse du navire dénommés « manifolds » sur le navire.The platform supports articulated fluid transfer arms, intended to be connected to ship's transom systems called "manifolds" on the ship.
Les postes de chargement connus comprennent en outre un ensemble de ducs d'albe (généralement désignés par le terme anglais « mooving dolphins ») pour absorber l'énergie d'accostage du navire et la marée après son accostage. Les ducs d'albe sont également fixés sur le fond de la mer par des piles métalliques rigides.Known loading stations further include a set of dolphins (commonly referred to as "mooving dolphins") for absorbing the ship's docking energy and the tide after docking. The dolphins are also set on the seabed by rigid metal piles.
La plate-forme de transfert de fluide est raccordée à un réservoir situé sur la côte ou sur une plate-forme fixe en mer par une conduite flexible ou un pipeline partiellement ou totalement immergé.The fluid transfer platform is connected to a tank located on the coast or on a fixed platform at sea by a flexible pipe or a partially or totally immersed pipeline.
Ce type de plate-forme de transfert nécessite un très grand nombre de pieux et est d'un coût élevé et l'intervention d'équipements lourds pour l'installation.This type of transfer platform requires a very large number of piles and is of a high cost and the intervention of heavy equipment for installation.
De plus, du fait de leur éloignement de la côte, ce genre de plate-forme de transfert est sujet à la houle venant du large et il est donc nécessaire de les orienter de façon à ce que, lorsque le navire y est amarré, celui-ci se trouve face à la houle dominante. De plus, le facteur « vent » doit être pris en compte de la même manière que la houle.Moreover, because of their remoteness from the coast, this type of transfer platform is subject to offshore swell and it is therefore necessary to orient them so that when the vessel is moored there, It is facing the dominant swell. In addition, the wind factor must be taken into account in the same way as the swell.
Un but de l'invention est de proposer une structure de chargement et de déchargement d'au moins un navire qui puisse être franchement transportable d'un site de fabrication jusqu'au site de chargement ou de déchargement du navire et également facilement installée sur ce site, tout en résistant à des vagues de hauteurs très importantes dans des conditions extrêmes. Le document
L'invention a donc pour objet une structure de chargement et de déchargement d'au moins un navire de transport d'un fluide formée par un quai d'amarrage du navire comprenant au moins un caisson en béton muni de moyens de fermeture et d'ouverture pour déplacer ledit au moins un caisson par remplissage d'eau entre une position de flottaison pour le transport du quai et une position ancrée dans le fond marin dans laquelle ce quai comporte une partie inférieure d'ancrage immergée et une partie supérieure partiellement hors de l'eau pour l'accostage dudit navire, caractérisée en ce que la partie inférieure dudit au moins un caisson comporte au moins un compartiment muni de moyens de fermeture et d'ouverture, formés chacun par une plaque de fond du compartiment reliée à des moyens de déplacement de ladite plaque de fond entre une position de fermeture du compartiment correspondant et une position d'ouverture de ce compartiment.The subject of the invention is therefore a structure for loading and unloading at least one transport vessel of a fluid formed by a docking dock of the ship comprising at least one concrete box provided with closure means and with opening for moving said at least one box by filling of water between a floating position for transporting the wharf and a position anchored in the seabed in which this wharf comprises a lower submerged anchor part and an upper part partially out of the water for docking said vessel, characterized in that the lower part of said at least one box comprises at least one compartment provided with closing and opening means, each formed by a bottom plate of the compartment connected to means moving said bottom plate between a closed position of the corresponding compartment and an open position of this compartment.
Selon d'autres caractéristiques de l'invention:
- le quai comporte plusieurs caissons placés bout à bout et reliés entre eux par des moyens d'emboîtement complémentaires,
- la partie inférieure dudit au moins caisson comporte plusieurs compartiments munis chacun des moyens de fermeture et d'ouverture,
- les moyens de déplacement sont formés par des moyens de déplacement pas à pas ou continu de la plaque de fond,
- ledit au moins un compartiment du caisson comporte au moins un organe de verrouillage de la plaque de fond en position de fermeture pour maintenir étanche ledit compartiment,
- le bord inférieur de la partie inférieure dudit au moins un caisson comporte des moyens d'enfoncement du caisson dans le fond marin, et
- les moyens d'enfoncement sont formés par des orifices de projection d'un fluide sous pression dans le fond marin.
- the platform comprises several boxes placed end to end and interconnected by complementary interlocking means,
- the lower part of said at least one box comprises a plurality of compartments each provided with means for closing and opening,
- the displacement means are formed by means of stepwise or continuous displacement of the bottom plate,
- said at least one compartment of the box comprises at least one locking member of the bottom plate in the closed position to maintain said compartment sealed,
- the lower edge of the lower part of said at least one box comprises means for driving the box into the seabed, and
- the driving means are formed by orifices for projecting a fluid under pressure into the seabed.
L'invention sera mieux comprise à la lecture de la description qui va suivre, donnée uniquement à titre d'exemple, et faite en se référant aux dessins annexés, sur lesquels :
- la
figure 1 est une vue schématique de dessus d'une structure de chargement et de déchargement selon l'invention, après l'accostage d'un navire de transport d'un fluide, - la
figure 2 est une vue schématique de dessus d'un caisson en béton de la structure de chargement et de déchargement selon l'invention, - la
figure 3 est une vue schématique en coupe verticale du caisson de lafigure 2 , en position de flottaison, - la
figure 4 est une vue schématique du caisson de lafigure 2 , en position ancrée dans le fond marin, et - la
figure 5 est une vue schématique en perspective partiellement arrachée des moyens d'ouverture et de fermeture d'un compartiment du caisson de la structure, selon l'invention.
- the
figure 1 is a diagrammatic view from above of a loading and unloading structure according to the invention, after the docking of a vessel carrying a fluid, - the
figure 2 is a schematic view from above of a concrete box of the loading and unloading structure according to the invention, - the
figure 3 is a schematic view in vertical section of the box of thefigure 2 , in the flotation position, - the
figure 4 is a schematic view of the box of thefigure 2 , in a position anchored in the seabed, and - the
figure 5 is a schematic perspective view partially broken away of the means for opening and closing a compartment of the box structure, according to the invention.
Sur la
De manière classique, le navire 1 comprend une coque 2 flottante délimitant un bord latéral d'amarrage 3 et au moins un réservoir 2a de stockage de fluide liquéfié. Le navire 1 comprend en outre, le long de son bord d'amarrage 3, des lignes d'amarrage 4 fixées respectivement à l'avant, à l'arrière et dans la partie médiane du navire 1.In a conventional manner, the ship 1 comprises a
Le réservoir 4 comprend une pluralité de manifolds 5 qui débouchent transversalement par rapport à la coque 2. Chaque manifold 5 est muni à son extrémité extérieure d'un raccord de connexion 6 amovible pour leur raccordement avec un conduit 10 de transfert de fluides vers un terminal, non représenté, disposé par exemple sur la côte, ou en mer, à l'écart de la structure 20 et qui comprend des réservoirs de stockage d'hydrocarbures liquéfiés. Le conduit 10, représenté en pointillés sur la
En se reportant maintenant plus particulièrement aux
Cette structure 20 comprend un quai 21 pour recevoir et amarrer le navire 1. Ce quai 21 comprend au moins un caisson 22 en béton et, dans l'exemple de réalisation représenté à la
A cet effet, et comme montré à la
Chaque caisson 22 en béton est déplaçable par remplissage d'eau entre une position de flottaison représentée à la
Chaque caisson 22 comporte une partie inférieure 22a permettent le remplissage d'eau du caisson 22, ainsi qu'on le verra ultérieurement, et une partie supérieure 22b formant des gaines techniques pour le passage par exemple des conduits de raccordement, non représentés, avec le navire 1 où pour le passage de tout autre organe. Ainsi, le passage des conduits de raccordement dans les parties supérieures 22b des caissons 22 permet de protéger ces conduits de la houle et d'un éventuel choc.Each
En position de flottaison représentée à la
La partie inférieure 22a du caisson 22 comporte au moins un compartiment 25 et, dans l'ensemble représenté sur les figures, cette partie inférieure 22a comporte quatre compartiments.The
Chaque compartiment 25 est muni de moyens 30 de fermeture et d'ouverture pour déplacer le caisson 22 par remplissage d'eau entre sa position de flottaison et sa position ancrée dans le fond marin A.Each
Le moyen 30 de fermeture et d'ouverture de chaque compartiment 25 est constitué par une plaque de fond 31 mobile et reliée à des moyens 35 de déplacement de cette plaque de fond 31 entre une position fermant de manière étanche le compartiment 25 correspondant et une position ouvrant ce compartiment 25. Dans la position de fermeture du compartiment 25, la plaque de fond 31 est en appui sur un rebord 26a ménagé sur le bord inférieur 26 de la partie inférieure 22 du caisson 21, comme montré à la
En se reportant maintenant aux
Chaque moyen de déplacement 35 est formé par une tige 36 ayant une extrémité inférieure 36a reliée à la plaque de fond 31 correspondante par un axe d'articulation 37 et une extrémité supérieure 36b libre. La tige 36 traverse la partie inférieure 22a et la partie supérieure 22b du caisson 22. La tige 36 portant la plaque de fond 31 est déplaçable par des moyens pas à pas ou continus.Each moving
Dans le cas de moyens de déplacement pas à pas, ces moyens sont constitués par deux ensembles 38, un premier ensemble 38 étant placé au-dessus de la partie inférieure 22a et un second ensemble 38 étant placé au-dessus de la partie supérieure 22b du caisson 22.In the case of means of displacement step by step, these means are constituted by two
En se reportant maintenant à la
Ainsi que montré schématiquement à la
Dans le cas de moyens de déplacement continu de la tige 36 portant une plaque de fond 31 correspondante, les moyens de déplacement sont constitués, par exemple, par un ensemble de pignon-crémaillère de type connu, et non représenté.In the case of continuous displacement means of the
Le déplacement de chaque tige 36 peut être effectué par tout autre système approprié.The displacement of each
Comme représenté plus particulièrement sur la
Pour faciliter l'ancrage du caisson 22 dans le fond marin A en plus du propre poids du caisson, le bord inférieur 26 de la partie inférieure de ce caisson 22 comporte des moyens d'enfoncement du caisson 22 dans le fond marin A.To facilitate the anchoring of the
Ces moyens d'enfoncement, représentés à la
L'une des faces latérales de la partie supérieure 22b comporte une ossature 50 formée d'un treillis de poutres sur laquelle est amarré le navire 1 au moyen des amarres 4, comme cela est montré à la
Sur la face latérale opposée à celle portant l'ossature 50, la partie supérieure 22b du caisson 22 comporte des brise-lames 51.On the lateral face opposite to that carrying the
L'installation en mer des caissons 22 destinés à constituer le quai 21 est réalisée de la manière suivante.The installation at sea of the
Chaque caisson 22 est amené en flottaison jusqu'au site d'installation. Pour cela, la plaque de fond 31 de chaque compartiment 25 est maintenue appliquée sur le rebord 26a du bord inférieur 26 de façon à rendre étanche chaque compartiment 25 du caisson 22. La plaque de fond 31 de chaque compartiment 25 est maintenue dans cette position par au moins un organe de verrouillage 41, ainsi que montré à la
Sur le site d'amarrage des navires, deux méthodes pour ancrer les caissons 22 destinés à constituer le quai 21 sont possibles.On the ship mooring site, two methods for anchoring the
Tout d'abord, les caissons 22 sont orientés de telle façon que les brise-lames 51 disposés sur un côté de la partie supérieure 22b du caisson 22 soient orientés du côté de la houle dominante afin de casser cette houle et de protéger le navire 1 lorsqu'il est amarré au quai 21.First, the
La première méthode d'immersion des caissons 22 consiste à immerger chaque caisson 22 séparément.The first method of
L'organe de verrouillage 41 de chaque plaque de fond 31 est escamoté afin de libérer cette plaque de fond 31.The locking
Ensuite, la plaque de fond 31 de chaque compartiment 25 est déplacée de sa position de fermeture du compartiment 25 correspondant vers sa position d'ouverture de ce compartiment 25. Pour cela, les mâchoires 39 de l'ensemble de déplacement 38 inférieur sont verrouillées afin de bloquer la tige 36 portant la plaque de fond 31 à ouvrir. Les mâchoires 39 de l'ensemble de déplacement 38 supérieur sont déverrouillées sur la tige 36 correspondante et les vérins 40 de l'ensemble de déplacement 38 supérieur sont actionnés, ce qui a pour effet de déplacer vers le haut verticalement la tige 36 et de soulever la plaque de fond 31 du compartiment 25 correspondant.Then, the
L'eau commence à pénétrer dans le compartiment 25 et, après ce premier déplacement de la tige 36 et de la plaque de fond 31. Les mâchoires 39 de l'ensemble de déplacement 38 supérieur sont verrouillées sur la tige 36. Les mâchoires 39 de l'ensemble de déplacement 38 inférieur sont déverrouillées et ramenées dans leur position initiale par les vérins 40.The water begins to enter the
Ensuite, les vérins 40 de l'ensemble de déplacement 38 supérieur sont actionnés afin de déplacer la tige 36 et la plaque de fond 31 d'un nouveau pas. Une plus grande quantité d'eau pénètre donc dans le compartiment 25 de la partie inférieure 22a du caisson 22. Le déplacement de la tige 36 et de la plaque de fond 31 correspondante s'effectue ainsi par pas successifs.Then, the
Les plaques de fond 31 des compartiments 25 du caisson 22 peuvent être déplacées en synchronisation ou séparément pour que le caisson 22 s'enfonce progressivement et vienne se poser sur le fond marin B. Les caissons 22 destinés à former l'ensemble du quai 21 sont ainsi immergés les uns après les autres et posés sur le fond marin B.The
Le rapprochement et l'emboîtement des caissons les uns à la suite des autres peuvent être effectués par un système de câbles et de treuils de type connu, non représenté. Pour cela, un câble traverse longitudinalement chaque caisson 22 par un passage longitudinal 47 (
Une seconde méthode d'immersion des caissons 22 destinés à constituer le quai 21 consiste à assembler ces caissons 22 les uns à la suite des autres en flottaison.A second method of
L'immersion de l'ensemble des caissons 22 ainsi assemblés est réalisée, comme précédemment, en soulevant successivement ou simultanément les plaques de fond 31 de l'ensemble des compartiments 25 des caissons 22.The immersion of all the
Lors de la pose du caisson 22 sur le fond marin A, ce caisson 22 s'enfonce progressivement dans le fond marin A sous l'effet de son propre poids et cet enfoncement est facilité par la projection d'un fluide sous pression dans le fond marin A à travers des orifices 45. Les plaques de fond 31 des compartiments 25 sont maintenues en position d'ouverture de chaque compartiment 25, comme montré à la
Lorsque les caissons 22 constituant le quai 21 sont ainsi ancrés dans le fond marin A avec les brise-lames 51 dirigés du côté de la houle dominante, les conduits, non représentés, prévus dans la partie supérieure 22b des caissons 22 du quai 21 et destinés à décharger un navire 1 après son accostage, sont raccordés au conduit sous-marin 10 de façon à pouvoir transférer le fluide déchargé du navire 1 vers la côte et vers un site de stockage.When the
Le nombre de caissons 22 permet de contrôler et de maîtriser la descente du quai lors de sa pose sur le fond marin. En effet, plus le nombre de caissons 22 est important, plus il est possible d'ouvrir et/ou de fermer des caissons afin de stabiliser la descente de l'ensemble du quai.The number of
Selon une variante, la partie inférieure 22a des caissons 22 peut représenter une section cylindrique et, dans ce cas, la plaque de fond 31 de chaque compartiment 25 est curviligne.According to a variant, the
La structure de chargement et de déchargement selon l'invention présente l'avantage de pouvoir être amenée sur le site de chargement ou de déchargement par flottaison et de permettre également l'accostage d'un navire par des conditions difficiles.The loading and unloading structure according to the invention has the advantage of being able to be brought to the site of loading or unloading by flotation and also to allow the docking of a ship under difficult conditions.
La structure selon l'invention peut être facilement ancrée en mer sans nécessiter l'enfoncement d'une multitude de pieux et l'intervention d'équipements lourds pour son installation. Un simple remorqueur suffit pour amener le quai sur le site d'amarrage des navires.The structure according to the invention can be easily anchored at sea without requiring the driving of a multitude of piles and the intervention of heavy equipment for its installation. A simple tug is enough to bring the dock to the docking site.
Claims (8)
- Structure (20) for loading and unloading at least one fluid transport ship (1), the structure (20) being formed by a quay (21) for mooring the ship (1), said quay comprising at least one concrete caisson (22) equipped with closing and opening means for moving said caisson, by filling it with water, between a floating position for transporting the quay (21) and a position anchored in the seabed, in which this quay (21) comprises a submerged lower part (22a) for anchoring purposes and an upper part (22b), partially out of the water, for the berthing of said ship (1) characterised in that the lower part (22a) of said at least one caisson (22) comprises at least one compartment (25) equipped with closing and opening means (30), each being formed by a bottom plate (31) of the compartment (25) connected to means (35) for displacing said bottom plate (31) between a position of closing the corresponding compartment (25) and a position of opening this compartment (25).
- Structure (20) according to claim 1, characterised in that the quay (21) comprises a plurality of caissons (22) placed end to end and connected to one another by complementary joining means (23, 24).
- Structure (20) according to claim 1 or 2, characterised in that the lower part (22a) of said at least one caisson (22) comprises a plurality of compartments (25), each equipped with closing and opening means (30).
- Structure (20) according to claim 3, characterised in that the displacement means (35) are formed by means (38, 39, 40) for the step-by-step displacement of the bottom plate (31), or by means for continuous displacement.
- Structure (20) according to any one of the preceding claims, characterised in that said at least one compartment (25) of the caisson (22) comprises at least one member (41) for locking the bottom plate (31) in the closed position so as to keep said compartment sealed.
- Structure (20) according to any one of the preceding claims, characterised in that the lower edge (26) of the lower part (22b) of said at least one caisson (22) comprises means (45) for embedding the caisson (22) in the seabed.
- Structure (20) according to claim 6, characterised in that the embedding means are formed by orifices (45) for spraying a pressurised fluid into the seabed.
- Structure (20) according to any one of the preceding claims, characterised in that the upper part (22a) of the quay (21) comprises breakwaters (51) on the side opposite that on which the ship (1) berths.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR0852814A FR2930516B1 (en) | 2008-04-25 | 2008-04-25 | STRUCTURE FOR LOADING AND UNLOADING AT LEAST ONE SHIP FOR TRANSPORTING A FLUID. |
PCT/FR2009/050754 WO2009138667A2 (en) | 2008-04-25 | 2009-04-23 | Structure for loading and unloading at least one fluid transport ship |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2297405A2 EP2297405A2 (en) | 2011-03-23 |
EP2297405B1 true EP2297405B1 (en) | 2017-08-09 |
Family
ID=40107453
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09745986.1A Not-in-force EP2297405B1 (en) | 2008-04-25 | 2009-04-23 | Structure for loading and unloading at least one ship for transporting fluids |
Country Status (8)
Country | Link |
---|---|
US (1) | US8540459B2 (en) |
EP (1) | EP2297405B1 (en) |
BR (1) | BRPI0911343B1 (en) |
DK (1) | DK2297405T3 (en) |
EG (1) | EG26643A (en) |
ES (1) | ES2643362T3 (en) |
FR (1) | FR2930516B1 (en) |
WO (1) | WO2009138667A2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP7083656B2 (en) * | 2018-02-08 | 2022-06-13 | 日立造船株式会社 | Installation method of steel plate cell and steel plate cell |
CN115045232B (en) * | 2022-07-12 | 2024-02-09 | 中交第三航务工程勘察设计院有限公司 | High pile wharf structure suitable for embedded boarding corridor bridge and construction method thereof |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1310461A (en) * | 1919-07-22 | Floatable concrete construction | ||
IE39145B1 (en) * | 1972-12-01 | 1978-08-16 | Redpath Dorman Long Ltd | Improvements in or relating to the founding of maritime structures |
DE2901957C2 (en) * | 1979-01-19 | 1984-05-10 | Strabag Bau-AG, 5000 Köln | Method of making an artificial island |
US4321882A (en) * | 1980-02-11 | 1982-03-30 | Builders Concrete, Inc. | Interconnecting system for marine floats |
US5215027A (en) * | 1990-12-07 | 1993-06-01 | Baxter Hal T | Floating dock/breakwater and method for making same |
FR2674899A1 (en) * | 1991-04-05 | 1992-10-09 | Starkier Henri | Installation for carrying out undersea drilling and pumping |
BE1010063A6 (en) * | 1996-03-15 | 1997-12-02 | Herbosch Kiere N V | Temporary mobile quay wall |
US6082931A (en) * | 1998-04-20 | 2000-07-04 | Valuequest, Inc. | Modular maritime dock design |
US6491473B2 (en) * | 2001-02-05 | 2002-12-10 | Sidney E. Veazey | Precast modular concrete shapes and methods of installation to form shoreline stabilization, marine and terrestrial structures |
US7373892B2 (en) * | 2001-02-05 | 2008-05-20 | Veazey Sidney E | Production, transport and use of prefabricated components in shoreline and floating structures |
NO20044371D0 (en) * | 2004-10-14 | 2004-10-14 | Lund Mohr & Giaever Enger Mari | Port facility for liquefied natural gas |
-
2008
- 2008-04-25 FR FR0852814A patent/FR2930516B1/en active Active
-
2009
- 2009-04-23 BR BRPI0911343-6A patent/BRPI0911343B1/en not_active IP Right Cessation
- 2009-04-23 EP EP09745986.1A patent/EP2297405B1/en not_active Not-in-force
- 2009-04-23 ES ES09745986.1T patent/ES2643362T3/en active Active
- 2009-04-23 DK DK09745986.1T patent/DK2297405T3/en active
- 2009-04-23 US US12/989,457 patent/US8540459B2/en not_active Expired - Fee Related
- 2009-04-23 WO PCT/FR2009/050754 patent/WO2009138667A2/en active Application Filing
-
2010
- 2010-10-25 EG EG2010101788A patent/EG26643A/en active
Non-Patent Citations (1)
Title |
---|
None * |
Also Published As
Publication number | Publication date |
---|---|
DK2297405T3 (en) | 2017-10-02 |
US8540459B2 (en) | 2013-09-24 |
EG26643A (en) | 2014-04-20 |
ES2643362T3 (en) | 2017-11-22 |
FR2930516A1 (en) | 2009-10-30 |
EP2297405A2 (en) | 2011-03-23 |
WO2009138667A3 (en) | 2010-02-11 |
BRPI0911343A2 (en) | 2016-07-12 |
WO2009138667A2 (en) | 2009-11-19 |
BRPI0911343B1 (en) | 2020-05-12 |
US20110094623A1 (en) | 2011-04-28 |
FR2930516B1 (en) | 2013-09-20 |
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