EP3147408B1 - Fondation marine et son procédé de construction - Google Patents

Fondation marine et son procédé de construction Download PDF

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Publication number
EP3147408B1
EP3147408B1 EP16175964.2A EP16175964A EP3147408B1 EP 3147408 B1 EP3147408 B1 EP 3147408B1 EP 16175964 A EP16175964 A EP 16175964A EP 3147408 B1 EP3147408 B1 EP 3147408B1
Authority
EP
European Patent Office
Prior art keywords
unit
self
weight control
control tank
tank unit
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.)
Active
Application number
EP16175964.2A
Other languages
German (de)
English (en)
Other versions
EP3147408A1 (fr
Inventor
Seok Tae Kim
Keum Seok Kang
Moo Sung Ryu
Joon Young Park
Jae Kyoung Lee
Min Uk Jung
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.)
Korea Electric Power Corp
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Korea Electric Power Corp
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Publication date
Application filed by Korea Electric Power Corp filed Critical Korea Electric Power Corp
Publication of EP3147408A1 publication Critical patent/EP3147408A1/fr
Application granted granted Critical
Publication of EP3147408B1 publication Critical patent/EP3147408B1/fr
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Classifications

    • 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
    • E02B17/027—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 steel structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/52—Submerged foundations, i.e. submerged in open water
    • E02D27/525—Submerged foundations, i.e. submerged in open water using elements penetrating the underwater ground
    • 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
    • E02B2017/0039—Methods for placing the offshore structure
    • 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
    • E02B2017/0065—Monopile structures
    • 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
    • E02B2017/0073—Details of sea bottom engaging footing
    • E02B2017/0078—Suction piles, suction cans
    • 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
    • E02B2017/0091—Offshore structures for wind turbines

Definitions

  • the present invention relates to a marine foundation and a construction method thereof, and more specifically, to a marine foundation capable of being easily moved in the sea and submerged and installed at a correct installation position, and a construction method thereof.
  • a marine structure such as a wind turbine
  • a marine structure foundation is mounted on the ocean floor to support the marine structure.
  • the marine structure foundation is loaded on a barge ship or a ship and is then moved to an installation position.
  • the marine structure foundation of the barge ship or the ship is moved to sea level using a crane or the like and is submerged.
  • the marine structure foundation is mounted on the ocean floor, and then the marine structure is installed on the marine structure foundation.
  • a conventional marine structure foundation is loaded on a barge or a ship and is moved to an installation position, and thus several tugs are used to move the marine structure foundation to the installation position.
  • the installation position of the marine structure foundation may be changed due to a tide or wave.
  • US 2013/0298815A1 discloses a floating marine structure comprising a sub-structure.
  • the sub-structure comprises a leg having first buoyancy means and a float element having second buoyancy means.
  • the present invention is directed to a marine foundation capable of being easily moved and installed at an accurate installation position, and a construction method thereof.
  • a marine foundation including a self-weight control tank unit configured to move while floating at sea level and submerged and installed on an ocean floor by receiving seawater, a monopod unit installed in the self-weight control tank unit to be lowered and connected to a marine structure, a guide bucket unit installed under the monopod unit and mounted on the ocean floor by discharging seawater, and a leg unit installed under the self-weight control tank unit.
  • the marine foundation may further include a thrust device installed in the self-weight control tank unit and configured to control a submerged installation position of the self-weight control tank unit by applying a thrust to the self-weight control tank unit.
  • the thrust device may include a belt unit coupled to the self-weight control tank unit, and a propeller unit installed on the belt unit and applying the thrust to the self-weight control tank unit.
  • the belt unit may include a plurality of band units arranged to surround the self-weight control tank unit, and a belt unfastening unit coupling and separating adjacent ends of the plurality of band units.
  • the self-weight control tank unit may include a guide unit formed so that the monopod unit is movably inserted therein, a seawater chamber formed so that the seawater is supplied thereto, and a hose connection unit formed so that pumping hoses are connected thereto.
  • the marine foundation may further include an opening and closing valve installed in the self-weight control tank unit to supply the seawater to the self-weight control tank unit and block the seawater from being supplied to the self-weight control tank unit.
  • the guide unit may be formed to vertically pass through the center of the self-weight control tank unit.
  • the leg unit includes a leg bucket unit disposed along a lower circumference of the self-weight control tank unit and mounted on the ocean floor by discharging seawater.
  • the leg bucket unit may have an open lower side, and the leg bucket unit may have a hose coupling unit so that pumping hoses are connected thereto.
  • a method of constructing a marine foundation including moving a self-weight control tank unit to an installation position while the self-weight control tank unit floats at sea level by buoyancy, lowering a guide bucket unit installed in the self-weight control tank unit and mounting the guide bucket unit on an ocean floor, then submerging and installing the self-weight control tank unit on the ocean floor by supplying seawater to a seawater chamber of the self-weight control tank unit, and lowering a leg unit coupled to the self-weight control tank unit along with the self-weight control tank unit and mounting the leg unit on the ocean floor.
  • the submerging and installing of the self-weight control tank unit on the ocean floor may include operating a thrust device coupled to the self-weight control tank unit to control a submerged installation position of the self-weight control tank unit.
  • the method may further include unfastening the self-weight control tank unit from the thrust device and collecting the thrust device after the lowering of the leg unit coupled to the self-weight control tank unit along with the self-weight control tank unit and the mounting of the leg unit on the ocean floor.
  • the lowering of the leg unit coupled to the self-weight control tank unit along with the self-weight control tank unit to mount the leg unit on the ocean floor may include discharging seawater in the leg unit to an outside of the leg unit to generate suction pressures in the leg unit.
  • FIG. 1 is a perspective view illustrating a marine foundation according to one embodiment of the present invention
  • FIG. 2 is a front view illustrating the marine foundation according to one embodiment of the present invention
  • FIG. 3 is a cross-sectional view illustrating the marine foundation according to one embodiment of the present invention
  • FIG. 4 is a perspective view illustrating a thrust device in the marine foundation according to one embodiment of the present invention.
  • the marine foundation includes a self-weight control tank unit 110, a monopod unit 120, a guide bucket unit 130, and leg units 140.
  • the self-weight control tank unit 110 moves while floating at sea level, and is submerged and installed on the ocean floor when seawater is supplied thereto.
  • the self-weight control tank unit 110 moves while floating at sea level, and thus a marine foundation may be moved to an installation position using one tug. Therefore, a barge ship and a ship may be disused to mount the self-weight control tank unit 110, and thus delivery costs of the marine foundation may be reduced.
  • the self-weight control tank unit 110 has a conical upper side.
  • a circular ring-shaped skirt unit 115 is formed along a circumference of the self-weight control tank unit 110.
  • the self-weight control tank unit 110 includes a guide unit 111 formed so that the monopod unit 120 is movably inserted therein, a seawater chamber 112 formed so that seawater is supplied thereto, and a hose connection unit 113 formed so that pumping hoses are connected thereto.
  • the guide unit 111 is formed in a cylindrical pipe shape.
  • the hose connection unit 113 is connected to the upper side of the self-weight control tank unit 110.
  • the seawater chamber 112 is formed in the self-weight control tank unit 110, and thus, when the marine foundation is transferred to the installation position, air is accommodated in the seawater chamber 112 to apply buoyancy to the self-weight control tank unit 110.
  • seawater is supplied to the self-weight control tank unit 110, and thus the self-weight control tank unit 110 is submerged in the sea.
  • the guide unit 111 is formed to vertically pass through the center of the self-weight control tank unit 110. Since the guide unit 111 is formed to pass through the center of the self-weight control tank unit 110, the monopod unit 120 is movably installed in the center of the self-weight control tank unit 110. Therefore, the monopod unit 120 may be stably supported by the self-weight control tank unit 110.
  • the marine foundation further includes an opening and closing valve 117 installed in the self-weight control tank unit 110 to supply seawater to the self-weight control tank unit 110 or block the seawater from being supplied to the self-weight control tank unit 110.
  • an opening and closing valve 117 installed in the self-weight control tank unit 110 to supply seawater to the self-weight control tank unit 110 or block the seawater from being supplied to the self-weight control tank unit 110.
  • the self-weight of the self-weight control tank unit 110 may be controlled depending on the amount of supplied water, and thus the self-weight of the self-weight control tank unit 110 may be controlled depending on the strength of the ground.
  • the self-weight of the self-weight control tank unit 110 may be reduced when the strength of ground is relatively weak, and the self-weight of the self-weight control tank unit 110 may be increased when the strength of ground is relatively strong.
  • the self-weight of the self-weight control tank unit 110 is controlled depending on the strength of ground, and thus the monopod unit 120 may be vertically positioned according to a parallel mounting of the self-weight control tank unit 110 on the ground.
  • the monopod unit 120 is installed in the self-weight control tank unit 110 to be lowered therefrom.
  • a marine structure 10, such as a wind turbine, is connected to an upper side of the monopod unit 120.
  • the monopod unit 120 is formed in a cylindrical pipe shape.
  • the guide bucket unit 130 is installed under the monopod unit 120 and is mounted on the ocean floor by discharging seawater.
  • the guide bucket unit 130 is formed in a cylindrical shape with an open lower side.
  • the guide bucket unit 130 is mounted on the ocean floor, and then the self-weight control tank unit 110 is lowered to the ocean floor. Therefore, when the self-weight control tank unit 110 is lowered, the self-weight control tank unit 110 can be prevented from leaving the installation position due to a tide or wave.
  • the guide bucket unit 130 is formed in a cylindrical shape with the open lower side.
  • the inside of the guide bucket unit 130 communicates with the inside of the monopod unit 120.
  • the pumping hoses approach the guide bucket unit 130 through the monopod unit 120, and thus seabed sediment in the guide bucket unit 130 is discharged to the outside through the pumping hoses. Therefore, the guide bucket unit 130 is lowered into seabed sediment to be mounted on the ground of the ocean floor.
  • Leg units 140 are installed under the self-weight control tank unit 110 to support the self-weight control tank unit 110.
  • the leg units 140 are disposed around a lower circumference of the self-weight control tank unit 110 and include a plurality of leg bucket units 141 that are mounted on the ocean floor by discharging seawater.
  • the leg bucket units 141 are lowered into seabed sediment by discharging seawater and are stably mounted on the ground of the ocean floor.
  • the leg bucket units 141 When the leg bucket units 141 are lowered into the seabed sediment, the self-weight control tank unit 110 is also lowered along with the leg bucket units 141, and thus the monopod unit 120 is moved relative to the upper side of the self-weight control tank unit 110. Therefore, the leg bucket units 141, the self-weight control tank unit 110, and the guide bucket unit 130 may be stably mounted on the ground.
  • the leg bucket units 141 are formed in a cylindrical shape with an open lower side.
  • the leg bucket units 141 include hose coupling units 143 to be connected to the pumping hoses.
  • the hose coupling units 143 are disposed on upper sides of the leg bucket units 141.
  • the pumping hoses are inserted into the hose coupling units 143 to suction seabed sediment in the leg bucket units 141, and thus the leg bucket units 141 are lowered into the seabed sediment.
  • the marine foundation further includes a thrust device 150 installed in the self-weight control tank unit 110 and preventing a submerged installation position of the self-weight control tank unit 110 from being changed by applying a thrust to the self-weight control tank unit 110.
  • the thrust device 150 generates a thrust at the self-weight control tank unit 110 when the self-weight control tank unit 110 is lowered, thereby preventing the self-weight control tank unit 110 from leaving the installation position due to a tide or wave.
  • GPS global positioning system
  • the thrust device 150 when the position of the marine foundation is measured by a global positioning system (GPS) and the self-weight control tank unit 110 slightly leaves the installation position, the thrust device 150 generates a thrust so that the self-weight control tank unit 110 is moved to the installation position. Therefore, the marine foundation may be mounted at the correct installation position.
  • GPS global positioning system
  • the thrust device 150 includes a belt unit 151 coupled to the self-weight control tank unit 110, and a plurality of propeller units 155 generating a thrust at the self-weight control tank unit 110.
  • the plurality of propeller units 155 are disposed along the circumference of the self-weight control tank unit 110 at regular gaps. In this case, when the self-weight control tank unit 110 is swept to one side by a tide or wave, the propeller units 155 positioned on one side of the self-weight control tank unit 110 are operated to prevent the self-weight control tank unit 110 from leaving the installation position.
  • the belt unit 151 includes a plurality of band units 152 disposed to surround the self-weight control tank unit 110, and a belt unfastening unit 153 coupling to or separated from adjacent ends of the plurality of band units 152.
  • the belt unfastening unit 153 separates the adjacent ends of the band units 152 from each other to separate the thrust device 150 from the self-weight control tank unit 110 and collect the thrust device 150.
  • FIG. 5 is a front view illustrating movement of the marine foundation according to one embodiment of the present invention while floating at sea level
  • FIG. 6 is a front view illustrating a state in which a guide bucket unit in the marine foundation according to one embodiment of the present invention is lowered and positioned on the ocean floor
  • FIG. 7 is a front view illustrating a state in which the guide bucket unit in the marine foundation according to one embodiment of the present invention is lowered and mounted on the ocean floor
  • FIG. 8 is a front view illustrating a state in which leg bucket units in the marine foundation according to one embodiment of the present invention are lowered to the ocean floor
  • FIG. 8 is a front view illustrating movement of the marine foundation according to one embodiment of the present invention while floating at sea level
  • FIG. 6 is a front view illustrating a state in which a guide bucket unit in the marine foundation according to one embodiment of the present invention is lowered and positioned on the ocean floor
  • FIG. 7 is a front view illustrating a state in which the guide bucket unit in the marine foundation according to
  • FIG. 9 is a front view illustrating a state in which the leg bucket units in the marine foundation according to one embodiment of the present invention are submerged and installed on the ocean floor
  • FIG. 10 is a flowchart illustrating a method of constructing a marine foundation according to one embodiment of the present invention.
  • the self-weight control tank unit 110 is moved to an installation position while floating at sea level by buoyancy (S11).
  • the self-weight control tank unit 110 floats at sea level, and the self-weight control tank unit 110 may be easily moved in the sea even in shallow water.
  • the self-weight control tank unit 110 moves to the installation position while floating at sea level, and thus a marine foundation may be moved using one tug. Therefore, a barge ship or a ship is disused to mount the marine foundation, and thus costs for installing the marine structure 10 may be reduced.
  • Pumping hoses are connected to the hose connection unit 113 of the self-weight control tank unit 110 and the hose coupling units 143 of the leg bucket units 141, respectively. Also, the pumping hoses are inserted into the guide bucket unit 130 through the monopod unit 120. In this case, a diver may connect the pumping hoses to the hose connection unit 113, the hose coupling units 143, and the guide bucket unit 130.
  • the pumping hoses are connected to a pump installed in the tug, a platform, or the like. Strainers may be installed at lower ends of the pumping hoses to prevent seabed sediment, such as gravel, from being suctioned into the pumping hoses.
  • the guide bucket unit 130 is lowered to be mounted on the ocean floor (S12).
  • the guide bucket unit 130 is lowered along with the guide unit 111.
  • the guide bucket unit 130 is lowered by a weight of the guide bucket unit 130.
  • the lowering of the guide bucket unit 130 is stopped.
  • seabed sediment in the guide bucket unit 130 is suctioned into the pump hoses.
  • the guide bucket unit 130 is lowered into the seabed sediment. Therefore, the guide bucket unit 130 is mounted on the ocean floor.
  • Seawater is supplied to the self-weight control tank unit 110 (S13).
  • the opening and closing valve 117 installed at a lower side of the self-weight control tank unit 110 is opened, the seawater is supplied to the seawater chamber 112 of the self-weight control tank unit 110.
  • the seawater chamber 112 of the self-weight control tank unit 110 is filled with the seawater, and the self-weight control tank unit 110 is lowered in the sea (S14).
  • the guide bucket unit 130 is mounted on the ocean floor and the monopod unit 120 supports the self-weight control tank unit 110, thereby preventing the self-weight control tank unit 110 from leaving the installation position when the self-weight control tank unit 110 is lowered.
  • the thrust device 150 is operated to compensate for the installation position of the self-weight control tank unit 110 (S15). That is, when self-weight control tank unit 110 is lowered, the thrust device 150 applies a thrust to the self-weight control tank unit 110 to prevent the self-weight control tank unit 110 from being swept by a tide or wave. For example, when the self-weight control tank unit 110 is swept to the left, the thrust device 150 applies a thrust to the left of the self-weight control tank unit 110 to prevent movement of the self-weight control tank unit 110. Therefore, the self-weight control tank unit 110 may be prevented from leaving the installation position due to a tide or wave.
  • the leg units 140 When the self-weight control tank unit 110 is submerged and installed on the ocean floor, the leg units 140 are mounted on the ocean floor along with the self-weight control tank unit 110 (S16). In this case, seabed sediment in the leg bucket units 141 is suctioned through the pumping hoses, and thus suction pressures in the leg bucket units 141 are generated. As the seabed sediment is suctioned from the leg bucket units 141, the leg bucket units 141 may be lowered into the seabed sediment. In this case, when the self-weight control tank unit 110 is lowered, the monopod unit 120 is lifted along with the guide unit 111.
  • the belt unfastening unit 153 unfastens the locking of the belt unit 151 (S17).
  • the band units 152 are separated from the self-weight control tank unit 110 along with the propeller units 155, and thus the thrust device 150 may be collected from the self-weight control tank unit 110 (S18).
  • the belt unfastening unit 153 is operated through wireless communication, or a diver may directly separate the belt unfastening unit 153 from the belt unit 151. Also, when the diver ties the thrust device 150 or the band units 152 with a rope, the tug pulls the rope to collect the thrust device 150. Therefore, the thrust device 150 may be reinstalled in another marine foundation.
  • the self-weight control tank unit 110 moves while floating at sea level, and thus the self-weight control tank unit 110 may be easily moved in the sea even in shallow water. Also, the marine foundation may be moved using one tug, and thus the installation costs of the marine structure can be reduced.
  • the monopod unit 120 is movably installed in the center of the self-weight control tank unit 110, and thus the monopod unit 120 may be stably supported by the self-weight control tank unit 110.
  • the self-weight of the self-weight control tank unit 110 is controlled depending on the amount of supplied water, and thus the self-weight of the self-weight control tank unit 110 can be controlled depending on the strength of the ground.
  • the guide bucket unit 130 is mounted on the ocean floor, and then the self-weight control tank unit 110 is lowered to the ocean floor, and thus the self-weight control tank unit 110 may be prevented from leaving the installation position due to a tide or wave when the self-weight control tank unit 110 is lowered.
  • the thrust device 150 generates a thrust at the self-weight control tank unit 110 when the self-weight control tank unit 110 is lowered, thereby preventing the self-weight control tank unit 110 from leaving the installation position due to a tide or wave.
  • the self-weight control tank unit as the self-weight control tank unit is moved to an installation position while floating at sea level, the self-weight control tank unit can be easily moved even in shallow water. Also, the marine foundation can be moved using one tug, and thus the installation costs of the marine structure can be reduced.
  • the monopod unit as the monopod unit is movably installed in the center of the self-weight control tank unit, the monopod unit can be stably supported by the self-weight control tank unit.
  • seawater is supplied to the self-weight control tank unit when the opening and closing valve is opened and seawater is blocked from being supplied to the self-weight control tank unit when the opening and closing valve is closed. Therefore, the self-weight of the self-weight control tank unit can be controlled depending on the amount of supplied seawater, and thus the self-weight of the self-weight control tank unit can be controlled depending on the strength of the ground.
  • the guide bucket unit is mounted on the ocean floor and then the self-weight control tank unit is lowered to the ocean floor, and thus the self-weight control tank unit can be prevented from leaving the installation position due to a tide or wave when the self-weight control tank unit is lowered.
  • the thrust device generates a thrust at the self-weight control tank unit when the self-weight control tank unit is lowered, and thus the self-weight control tank unit can be prevented from leaving the installation position due to a tide or wave.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
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  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Mechanical Engineering (AREA)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
  • Environmental & Geological Engineering (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)

Claims (13)

  1. Fondation marine comprenant :
    une unité de réservoir de contrôle d'auto-poids (110) configurée pour se déplacer tout en flottant au niveau de la mer et immergée et installée sur un fond océanique en recevant de l'eau de mer ;
    une unité de monopode (120) installée dans l'unité de réservoir de contrôle d'auto-poids à abaisser et connectée à une structure marine (10) ; et
    une unité de baquet de guidage (130) installée sous l'unité de monopode et configurée pour être montée sur le fond océanique en déchargeant de l'eau de mer ; la fondation marine étant caractérisée par
    une unité de jambe (140) couplée à l'unité de réservoir de contrôle d'auto-poids et installée au-dessous de celle-ci et configurée pour être abaissée conjointement avec l'unité de réservoir de contrôle d'auto-poids (110) pour monter l'unité de jambe (140) sur le fond océanique.
  2. Fondation marine selon la revendication 1, comprenant en outre un dispositif de poussée (150) installé dans l'unité de réservoir de contrôle d'auto-poids et configuré pour commander une position d'installation submergée de l'unité de réservoir de contrôle d'auto-poids en appliquant une poussée à l'unité de réservoir de contrôle d'auto-poids.
  3. Fondation marine selon la revendication 2, dans laquelle le dispositif de poussée (150) comprend :
    une unité de courroie (151) couplée à l'unité de réservoir de contrôle d'auto-poids ; et
    une unité d'hélice (155) installée sur l'unité de courroie et appliquant la poussée à l'unité de réservoir de contrôle d'auto-poids.
  4. Fondation marine selon la revendication 3, dans laquelle l'unité de courroie (151) comprend :
    une pluralité d'unités de bande (152) agencées pour entourer l'unité de réservoir de commande d'auto-poids ; et
    une unité de déverrouillage de ceinture (153) couplant et séparant des extrémités adjacentes de la pluralité d'unités de bande.
  5. Fondation marine selon la revendication 1, dans laquelle l'unité de réservoir de commande d'auto-poids (110) comprend une unité de guidage (111) formée d'une telle manière que l'unité de monopode (120) y est insérée de manière mobile, une chambre d'eau de mer (120) formée d'une telle manière que l'eau de mer y est fournie, et une unité de liaison de tuyau (113) formée d'une telle manière qu'un tuyau de pompage est connecté à celle-ci.
  6. Fondation marine selon la revendication 5, comprenant en outre une soupape d'ouverture et de fermeture (117) installée dans l'unité de réservoir de contrôle d'auto-poids (110) pour fournir l'eau de mer à l'unité de réservoir de contrôle d'auto-poids et empêcher par blocage l'eau de mer d'être fournie à l'unité de réservoir de contrôle d'auto-poids.
  7. Fondation marine selon la revendication 5, dans laquelle l'unité de guidage (111) est formée pour passer verticalement à travers le centre de l'unité de réservoir de contrôle d'auto-poids.
  8. Fondation marine selon la revendication 1, dans laquelle l'unité de jambe (140) comprend une unité de baquet de jambe (141) disposée le long d'une circonférence inférieure de l'unité de réservoir de contrôle d'auto-poids (110) et montée sur le fond océanique en déchargeant de l'eau de mer.
  9. Fondation marine selon la revendication 8, dans laquelle l'unité de baquet de jambe (141) présente un côté inférieur ouvert, l'unité de baquet de jambe présente une unité de couplage de tuyau (143) si bien qu'un tuyau de pompage est relié à celle-ci.
  10. Procédé de construction d'une fondation marine, le procédé comprenant les étapes consistant à :
    déplacer une unité de réservoir de contrôle d'auto-poids (110) vers une position d'installation pendant que l'unité de réservoir de contrôle d'auto-poids flotte au niveau de la mer par flottabilité ;
    abaisser une unité de baquet de guidage (130) installée dans l'unité de réservoir de contrôle d'auto-poids et monter l'unité de baquet de guidage sur un fond océanique ; et
    puis submerger et installer l'unité de réservoir de contrôle d'auto-poids (110) sur le fond océanique en fournissant de l'eau de mer à une chambre d'eau de mer (112) de l'unité de réservoir de contrôle d'auto-poids ; et le procédé étant caractérisé par l'étape consistant à
    abaisser une unité de jambe (140) couplée à l'unité de réservoir de contrôle d'auto-poids (110) conjointement avec l'unité de réservoir de contrôle d'auto-poids (110) pour monter l'unité de jambe sur le fond océanique.
  11. Procédé selon la revendication 10, dans lequel l'immersion et l'installation de l'unité de réservoir de contrôle d'auto-poids (110) sur le fond océanique comprennent l'actionnement d'un dispositif de poussée (150) couplé à l'unité de réservoir de contrôle d'auto-poids pour commander une position d'installation submergée de la commande de l'unité de réservoir de contrôle d'auto-poids.
  12. Procédé selon la revendication 11, comprenant en outre le détachement de l'unité de réservoir de contrôle d'auto-poids (110) du dispositif de poussée (150) et la collecte du dispositif de poussée après l'abaissement de l'unité de jambe (140) couplée à l'unité de réservoir de contrôle d'auto-poids (110) conjointement avec l'unité de réservoir de contrôle d'auto-poids pour monter l'unité de jambe sur le fond océanique.
  13. Procédé selon la revendication 10, dans lequel l'abaissement de l'unité de jambe (140) couplée à l'unité de réservoir de contrôle d'auto-poids (110) conjointement avec l'unité de réservoir de contrôle d'auto-poids pour monter l'unité de jambe sur le fond océanique comprend l'évacuation de l'eau de mer dans l'unité de jambe (140) à l'extérieur de l'unité de jambe pour générer une pression d'aspiration dans l'unité de jambe.
EP16175964.2A 2015-09-22 2016-06-23 Fondation marine et son procédé de construction Active EP3147408B1 (fr)

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NL2019701B1 (en) * 2017-10-10 2019-04-15 Spt Equipment Bv Off shore wind energy installation foundation system.
CN108331009B (zh) * 2018-04-28 2024-06-07 西南交通大学 负压式栈桥基础施工结构
NL2022553B1 (en) 2019-02-11 2020-08-19 Temporary Works Design Eng B V Pile installation template
CN115627744B (zh) * 2022-11-02 2023-10-27 江苏科技大学 一种淤泥超软土水中钢结构施工平台及其施工方法

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WO2003004869A1 (fr) * 2001-07-06 2003-01-16 Vestas Wind Systems A/S Eolienne en mer a fondation flottante
DE10226996B4 (de) 2001-10-09 2014-07-03 Aloys Wobben Verfahren zur Erstellung eines Fundaments, insbesondere für einen Turm einer Windenergieanlage
KR101185031B1 (ko) * 2010-06-23 2012-09-21 한국건설기술연구원 낙하추진장치를 구비한 석션 앵커 말뚝 및 낙하추진장치를 이용한 석션 앵커 말뚝의 시공방법
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KR101205797B1 (ko) * 2010-12-13 2012-11-28 재단법인 포항산업과학연구원 부유식 석션 파일
DE102012021001A1 (de) * 2012-04-10 2013-10-10 N.Prior Energy Gmbh Verfahren und Vorrichtung zum Herstellen einer Gründung für Offshore-Windenergieanlagen
KR101421463B1 (ko) * 2013-04-23 2014-07-23 한국해양과학기술원 횡방향 지지력 증대를 위한 상부 다중 석션 파일 기초

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