# US 12,006,648 B2 · Method for manufacturing a gravity based foundation for an offshore installation, and gravity based foundation > Agents: this data is available as JSON from the patentgrep API and MCP server — see https://patentgrep.com/llms.txt - Number: US 12,006,648 B2 - Document ID: US12006648B2 - Status: Granted - Kind: B2 - Application number: 17/423,972 - Filed: 2020-01-21 - Published: 2022-03-24 - Granted: 2024-06-11 - Earliest claimed: 2019-01-22 - Assignees: Koninklijke Bam Groep N.V. - Applicants: Koninklijke BAM Groep N.V. - Inventors: Nhut Quang Nguyen; Josephus Fredericus Maria van Rijen - Web page: https://patentgrep.com/patent/US12006648B2 ## CPC - E02D 27/52: Submerged foundations {, i.e. submerged in open water (E02D27/12 - E02D27/24 take precedence)} - E02B 17/025: {Reinforced concrete structures (E02B17/021 takes precedence)} - E02D 27/42: Foundations for poles, masts or chimneys {(sockets or holders for poles or masts per se E04H12/22)} - E02D 27/425: {specially adapted for wind motors masts (wind motors per se F03D1/00)} - F03D 13/25: specially adapted for offshore installation - E02B 2017/0091: {Offshore structures for wind turbines} - E02D 2250/0007: using a mold - E02D 2250/0023: Cast, i.e. in situ or in a mold or other formwork - E02D 2300/002: Concrete - F05B 2230/00: Manufacture - F05B 2240/912: on a tower - F05B 2240/95: offshore - Y02B 10/30: Wind power - Y02E 10/72: Wind turbines with rotation axis in wind direction - Y02E 10/727: Offshore wind turbines - Y02P 70/50: Manufacturing or production processes characterised by the final manufactured product - E02D: FOUNDATIONS; EXCAVATIONS; EMBANKMENTS (specially adapted for hydraulic engineering E02B); UNDERGROUND OR UNDERWATER STRUCTURES {(tunnels, tunnelling, mining E21)} - E02B: HYDRAULIC ENGINEERING (ship-lifting E02C; dredging E02F) - F03D: WIND MOTORS - F05B: INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G - Y02B: CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS - Y02E: REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION - Y02P: CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS ## Abstract A gravity based foundation for an offshore installation includes a caisson of concrete and a hollow shaft. The caisson has a bottom slab, a roof and a side wall extending between the bottom slab and the roof. The roof having a passage for the shaft into the caisson. The shaft support has embedded tensioning bars vertically projecting from the upper side of the shaft support. The shaft is mounted on the shaft support by the tensioning bars. A method of manufacturing includes providing a concrete bottom slab, arranging a full-length formwork onto the bottom slab, arranging a slip formwork onto the bottom slab, providing the tensioning bars and mounting the tensioning bars in a fixed position to the full-length formwork, and concrete pouring of the sidewall and shaft support while raising the slip formwork. ## Claims ### Claim 1 A method for manufacturing a gravity based foundation for an offshore installation, wherein the foundation comprises a caisson of concrete and a hollow shaft, the caisson having a bottom slab, a roof and a side wall extending between the bottom slab and the roof to define a hollow structure delimited by the bottom slab, the roof and the side wall, the roof having a passage for the shaft, the shaft extending with a lower part of the shaft through the passage into the caisson; wherein the bottom slab is provided with a shaft support of concrete, wherein the shaft support is a hollow tubular member having an inner side, an outer side, and a tubular wall therein-between, the shaft support having tensioning bars having upper portions and lower portions, the lower portions of the tensioning bars being embedded in the tubular wall of the shaft support and the upper portions of the tensioning bars vertically projecting from an upper side of the tubular wall of the shaft support; wherein the shaft has a flange at the lower part of the shaft, the flange having bolt passages and being supported and mounted on the shaft support by means of the tensioning bars extending through the bolt passages; the method comprising the following steps: providing the concrete bottom slab, providing a full-length formwork configured for defining the inner side of the shaft support and having a vertical length corresponding to the vertical length of the shaft support, and arranging the full-length formwork onto the bottom slab, providing a slip formwork configured for defining the side wall and the outer side of the shaft support, the slip formwork having a vertical height smaller than the vertical length of the full-length formwork, and arranging the slip formwork onto the bottom slab, providing the tensioning bars and mounting the tensioning bars, in a fixed position, to the full-length formwork, and concrete pouring of the side wall and shaft support by pouring concrete into the spaces delimited between the slip formwork and the full-length formwork while raising the slip formwork. ### Claim 2 (depends on 1) The method according to claim 1, wherein the caisson further comprises at least 3 partition walls extending from the side wall to the shaft support, and wherein the slip formwork is further configured for defining the partition walls. ### Claim 3 (depends on 2) The method according to claim 2, wherein the caisson comprises a plurality of said partition walls distributed regularly around a circumference of the shaft support, the plurality being three, four, five, six, seven, eight or more. ### Claim 4 (depends on 2) The method according to claim 2, wherein the partition walls are concrete poured simultaneously with the step of concrete pouring of the side wall and the shaft support. ### Claim 5 (depends on 2) The method according to claim 2, wherein each partition wall is a part integral with the bottom slab, the side wall and the shaft support. ### Claim 6 (depends on 1) The method according to claim 1, wherein the method further comprises the steps: providing a template with vertical template passages arranged for receiving and positioning the tensioning bars in a pattern corresponding to a pattern of the bolt passages, and inserting the tensioning bars through the template passages. ### Claim 7 (depends on 6) The method according to claim 6, wherein the method further comprises the steps: providing shaft support rebar configured for reinforcing the tubular wall of the shaft support, and mounting the lower portions of the tensioning bars to the shaft support rebar. ### Claim 8 (depends on 7) The method according to claim 7, wherein the method further comprises the step of fixing the template to the shaft support rebar. ### Claim 9 (depends on 1) The method according to claim 1, wherein the bottom slab is provided with slab rebar, partly projecting from the slab at locations of the side wall and the shaft support. ### Claim 10 (depends on 1) The method according to claim 1, wherein the method further comprises the step: providing side wall rebar configured for reinforcing the side wall. ### Claim 11 (depends on 10) The method according to claim 10, wherein the method further comprises the steps: providing partition wall rebar configured for reinforcing the partition wall, and mounting the partition wall rebar to the side wall rebar and/or shaft support rebar. ### Claim 12 (depends on 1) The method according to claim 1, wherein the slip formwork is raised continuously or stepwise during concrete pouring the side wall and the shaft support. ### Claim 13 (depends on 1) The method according to claim 1, wherein the vertical length of the slip formwork is smaller than the height of the side wall. ### Claim 14 (depends on 1) The method according to claim 1, wherein the method further comprises the steps: providing the shaft, inserting the tensioning bars through the bolt passages, attaching the shaft to the shaft support with the tensioning bars and tensioning the tensioning bars. ### Claim 15 (depends on 1) The method according to claim 1, wherein the method further comprises the steps: providing the roof, attaching the roof to the side wall and to the shaft. ### Claim 16 (depends on 1) The method according to claim 1, wherein the foundation is self-buoyant. ### Claim 17 (depends on 1) The method for manufacturing an offshore wind energy installation, comprising the method according to claim 1, further comprising the steps: providing a wind turbine comprising a vertical tower carrying a turbine at an upper end of the vertical tower, and mounting the lower end of the vertical tower to an upper end of the shaft. ### Claim 18 (depends on 17) A wind energy installation obtained with the method according to claim 17. ### Claim 19 (depends on 1) A gravity based foundation, obtained with the method according to claim 1. ### Claim 20 A gravity based foundation for an offshore installation, wherein the foundation comprises a caisson of concrete and a hollow shaft, the caisson having a bottom slab, a roof, a side wall extending between the bottom slab and the roof to define a hollow structure delimited by the bottom slab, the roof and the side wall, the roof having a passage for the shaft, the shaft extending with a lower part of the shaft through the passage into the caisson; wherein the bottom slab is provided with a shaft support of concrete, wherein the shaft support is a hollow tubular member having an inner side, an outer side, and a tubular wall therein-between, the shaft support having tensioning bars having upper portions and lower portions, the lower portions of the tensioning bars being embedded in the tubular wall of the shaft support and the upper portions of the tensioning bars vertically projecting from an upper side of the tubular wall of the shaft support, and the shaft support being a part integral with the bottom slab; and wherein the shaft has a flange at the lower part of the shaft, the flange having bolt passages and being supported and mounted on the shaft support by means of the tensioning bars extending through the bolt passages. ### Claim 21 (depends on 20) The foundation according to claim 20, wherein the shaft support comprises shaft support rebar, and wherein the lower portions of the tensioning bars are mounted to the shaft support rebar. ### Claim 22 (depends on 20) The foundation according to claim 20, wherein the bottom slab comprises slab rebar mounted to the shaft support rebar, and the side wall comprises side wall rebar mounted to the slab rebar, and the partition wall comprises partition wall rebar, the partition wall rebar being mounted to: the side wall rebar and the shaft support rebar. ### Claim 23 (depends on 20) The foundation according to claim 20, wherein the foundation is self-buoyant. ### Claim 24 (depends on 20) An offshore installation, comprising a foundation according to claim 20 and a wind turbine, the wind turbine comprising a vertical tower carrying a turbine at an upper end of the tower, wherein a lower part of the tower is supported on the shaft of the foundation.