# US 12,215,004 B2 · Assembly and method for installing a pile into a seabed > Agents: this data is available as JSON from the patentgrep API and MCP server — see https://patentgrep.com/llms.txt - Number: US 12,215,004 B2 - Document ID: US12215004B2 - Status: Granted - Kind: B2 - Application number: 17/793,577 - Filed: 2021-01-20 - Published: 2023-02-16 - Granted: 2025-02-04 - Earliest claimed: 2020-01-21 - Assignees: Heerema Marine Contractors Nederland B.V. - Applicants: Heerema Marine Contractors Nederland SE - Inventors: Gerardus Petrus Meskers - Web page: https://patentgrep.com/patent/US12215004B2 ## CPC - B66C 1/108: {for lifting parts of wind turbines} - B66C 23/52: Floating cranes (floating dredgers E02F) - B63B 27/10: of cranes - B63B 35/003: {for transporting very large loads, e.g. offshore structure modules (construction methods for artificial islands mounted on piles E02B17/00; for transporting marine vessels B63B35/40; docks B63C1/00)} - B66C 13/06: for minimising or preventing longitudinal or transverse swinging of loads - E02B 17/04: Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction (platform lifts in general B66F7/00) - E02D 7/00: Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds (for both placing and removing E02D11/00; {accessories for coupling driver to piles or the like E02D13/10; for trees or other plants A01G17/16; placing posts E04H17/26}) - E02D 7/06: Power-driven drivers {(tampers E02D3/061)} - E02D 13/04: Guide devices; Guide frames {(as parts of the driver scaffold E02D7/16)} - E02D 27/425: {specially adapted for wind motors masts (wind motors per se F03D1/00)} - E02D 27/525: {using elements penetrating the underwater ground (sinking work pieces E02D15/08, sinking caissons E02D23/02)} - E02B 2017/0039: {Methods for placing the offshore structure} - E02B 2017/0065: {Monopile structures} - E02B 2017/0091: {Offshore structures for wind turbines} - Y02E 10/72: Wind turbines with rotation axis in wind direction - Y02E 10/727: Offshore wind turbines - B66C: CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES ({specially adapted for lifting invalids A61G7/10;} rope, cable, or chain winding mechanisms, braking or detent devices therefor B66D; specially adapted for nuclear reactors G21) - B63B: SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING (arrangements of vessel ventilation, heating, cooling, or air-conditioning B63J2/00; floating substructures as supports of dredgers or soil-shifting machines E02F9/06) - E02B: HYDRAULIC ENGINEERING (ship-lifting E02C; dredging E02F) - E02D: FOUNDATIONS; EXCAVATIONS; EMBANKMENTS (specially adapted for hydraulic engineering E02B); UNDERGROUND OR UNDERWATER STRUCTURES {(tunnels, tunnelling, mining E21)} - Y02E: REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION ## Abstract The present invention relates to an assembly for installing a pile in a seabed, the assembly comprising a vessel comprising a positioning system for keeping the vessel at an installation location relative to the seabed, the positioning system having a positioning stiffness; a pile guiding system configured to guide the pile during installation thereof, the pile guiding system comprising a base provided on the vessel; a first guiding device connected to the base, the first guiding device being configured to accommodate the pile during installation thereof; a resilient member for providing a resilient connection between the vessel and the pile during installation thereof for allowing relative motions between the pile and the vessel, the resilient member having a connection stiffness, wherein the resilient member is configured and intended to keep a natural period of a pivoting movement of the pile about the seabed caused by waves during installation thereof longer than a dominant wave period of a wave spectrum at the installation location by providing the resilient connection with a low connection stiffness. ## Claims ### Claim 1 An assembly for installing a pile in a seabed, the assembly comprising: a vessel comprising: a positioning system for keeping the vessel at an installation location relative to the seabed, the positioning system having a positioning stiffness, a pile guiding system configured to guide the pile during installation thereof, the pile guiding system comprising: a base provided on the vessel, a first guiding device connected to the base, the first guiding device being configured to accommodate the pile during installation thereof, a resilient member for providing a resilient connection between the vessel and the pile during installation thereof for allowing relative motions between the pile and the vessel, the resilient member having a connection stiffness, wherein the resilient member is configured and intended to keep a natural period of a pivoting movement of the pile about the seabed caused by waves during installation of the pile longer than a dominant wave period of a wave spectrum at the installation location by providing the resilient connection with a low connection stiffness, wherein the connection stiffness is low enough to keep the natural period of the pivoting movement of the pile longer than the dominant wave period, and high enough to provide stability to the pile. ### Claim 2 (depends on 1) The assembly according to claim 1, wherein the resilient member is configured and intended to keep said natural period longer than 1.5 times the dominant wave period of the wave spectrum at the installation location. ### Claim 3 (depends on 1) The assembly according to claim 1, wherein the pile guiding system comprises a first actuator for moving the first guiding device relative to the base in a first direction. ### Claim 4 (depends on 3) The assembly according to claim 3, wherein the pile guiding system comprises a second actuator for moving the first guiding device relative to the base in a second direction, the second direction being transverse to the first direction. ### Claim 5 (depends on 4) The assembly according to claim 4, wherein a second guiding device is movable relative to the first guiding device in the first direction via a third actuator and/or in the second direction via a fourth actuator. ### Claim 6 (depends on 1) The assembly according to claim 1, wherein the vessel is a floating vessel configured to float during installation of the pile. ### Claim 7 (depends on 6) The assembly according to claim 6, wherein the positioning system is a dynamic positioning system or a mooring system or a combination of both. ### Claim 8 (depends on 1) The assembly according to claim 1, wherein the pile guiding system comprises a second guiding device located at a distance above or below the first guiding device, wherein the first and second guiding devices define a guiding opening for accommodating the pile, wherein the first guiding device and the second guiding device are configured to engage an outer surface of the pile for holding the pile. ### Claim 9 (depends on 8) The assembly according to claim 8, wherein the first guiding device and second guiding device are configured to together apply a moment about a horizontal axis to the pile for reorienting the pile from a non-aligned orientation to a predetermined, first orientation, the moment being applied by exerting a first force to the pile in a direction towards the predetermined, first orientation by the first guiding device, and by exerting a second force opposite to the first force to the pile via the second guiding device. ### Claim 10 (depends on 9) The assembly according to claim 9, wherein the pile guiding system comprises a main frame, wherein the first guiding device and second guiding device are connected to each other via the main frame, and wherein the first guiding device and second guiding device are connected to a base frame via the main frame, wherein the main frame is freely movable relative to the base frame in the first direction and/or the second direction. ### Claim 11 (depends on 1) The assembly according to claim 1, wherein the first guiding device and/or a second guiding device comprises a plurality of engaging members for engaging the pile during installation. ### Claim 12 (depends on 11) The assembly according to claim 11, wherein the engaging members are connected to their corresponding guiding device via an engaging actuator for moving the engaging members inwardly and outwardly relative to a centre of a guiding opening between a first, outward position, wherein the engaging members do not engage the pile, and a second, inward position, wherein the engaging members engage the pile. ### Claim 13 (depends on 11) The assembly according to claim 11, wherein the engaging members comprise the resilient member for providing a resilient pile connection between the pile and the respective guiding device. ### Claim 14 (depends on 1) The assembly according to claim 1, wherein the connection stiffness of the resilient member is adjustable via an adjusting member, wherein the adjusting member is configured to decrease the connection stiffness to a lower stiffness during a downward moving of the pile into the seabed as a soil stiffness increases. ### Claim 15 A pile guiding system configured to be connected to a floating vessel, the pile guiding system being configured to hold a pile during pile installation, wherein the pile guiding system comprises: a base via which the pile guiding system is configured to be connected to the vessel, a first guiding device connected to the base, the first guiding device being configured to accommodate the pile during installation of the pile, a resilient member for providing a resilient connection between the vessel and the pile during installation thereof for allowing relative motions between the pile and the vessel, the resilient member having a connection stiffness, wherein the resilient member is configured and intended to keep a natural period of a pivoting movement of the pile about a seabed caused by waves during installation of the pile longer than a dominant wave period of a wave spectrum at an installation location by providing the resilient connection with a low connection stiffness, wherein the connection stiffness is low enough to keep the natural period of the pivoting movement of the pile longer than the dominant wave period, and high enough to provide stability to the pile. ### Claim 16 (depends on 15) The pile guiding system according to claim 15, wherein the pile guiding system comprises a second guiding device located at a distance above or below the first guiding device, wherein the first and second guiding devices define a guiding opening for accommodating the pile, wherein the first guiding device and the second guiding device are configured to engage an outer surface of the pile for holding the pile, wherein the first guiding device and second guiding device are configured to together apply a moment about a horizontal axis to the pile for reorienting the pile from a non-aligned orientation to a predetermined, first orientation, the moment being applied by exerting a first force to the pile in a direction towards the predetermined, first orientation by the first guiding device, and by exerting a second force opposite to the first force to the pile via the second guiding device. ### Claim 17 A method for installing a pile with a vessel, the method comprising the steps: a) providing an assembly for installing a pile in a seabed at an installation location, the assembly comprising: a vessel comprising: a positioning system for keeping the vessel at an installation location relative to the seabed, the positioning system having a positioning stiffness, a pile guiding system configured to guide the pile during installation thereof, the pile guiding system comprising: a base provided on the vessel, a first guiding device connected to the base, the first guiding device being configured to accommodate the pile during installation thereof, a resilient member for providing a resilient connection between the vessel and the pile during installation thereof for allowing relative motions between the pile and the vessel, the resilient member having a connection stiffness, wherein the resilient member is configured and intended to keep a natural period of a pivoting movement of the pile about the seabed caused by waves during installation of the pile longer than a dominant wave period of a wave spectrum at the installation location by providing the resilient connection with a low connection stiffness, wherein the connection stiffness is low enough to keep the natural period of the pivoting movement of the pile longer than the dominant wave period, and high enough to provide stability to the pile, b) positioning the pile in an upright orientation in the pile guiding system, c) lowering the pile to the sea bed, d) installing the pile into the seabed, wherein the natural period of the pivoting moment of the pile during a phase of installation in which the pile has not reached a self-stabilizing penetration depth is kept longer than the dominant wave period at the installation location by the pile guiding system by providing the resilient connection with the low connection stiffness, wherein the connection stiffness is low enough to keep the natural period of the pivoting movement of the pile longer than the dominant wave period, and high enough to provide stability to the pile. ### Claim 18 (depends on 17) The method according to claim 17, wherein the natural period of the pivoting movement of the pile during installation is kept longer than the dominant wave period at the installation location by adjusting the connection stiffness of the resilient member. ### Claim 19 (depends on 17) The method according to claim 17, wherein the natural period of the pivoting moment of the pile is brought from a natural period higher than the dominant wave period to a natural period lower than the dominant wave period after the pile has reached a predetermined penetration depth.