Various embodiments of a submerged submersible sailing vessel are disclosed. Such a submerged sailing vessel may comprise a submersible hull assembly, a keel coupled to and extending upwards from hull assembly towards a water surface, and a wind-catching assembly coupled to and extending upwards into the air from the keel for propelling the submerged sailing vessel. The hull assembly and the keel are submerged below the water surface as the vessel is propelled by the wind-catching assembly above the water surface.

Various embodiments of a submerged submersible sailing vessel are disclosed. Such a submerged sailing vessel may comprise a submersible hull assembly, a keel coupled to and extending upwards from hull assembly towards a water surface, and a wind-catching assembly coupled to and extending upwards into the air from the keel for propelling the submerged sailing vessel. The hull assembly and the keel are submerged below the water surface as the vessel is propelled by the wind-catching assembly above the water surface.

Provided is a floating-type on-water support apparatus including: a ball; a floating unit including a floating part, wherein the floating part has an upper plate supporting the ball so that the ball is rotatable, an interior formed to be hollow, and a lower plate provided with a spherical surface portion and floats on water; a support rod coupled to the ball and having one end exposed above the water so that a structure is installable thereon and the other end heavier than the one end so as to stand vertically to be accommodated in the floating part; and a base unit having one end installed on a lower portion of the support rod to support the support rod and the other end in roll contact with the spherical surface portion.

A floating support structure for supporting a windmill system includes a windmill tower, a windmill nacelle, and windmill blades. The support structure includes an aft main section, a transverse main section, and a connecting flange. The aft main section includes a horizontal aft part with a first horizontal aft end and a second horizontal aft end, a vertical aft part with a first vertical aft end at least indirectly connected perpendicular to the first horizontal aft end and a second vertical aft end, and an aft damping structure connected to the second vertical aft end. The vertical and the horizontal aft parts are oriented in a common vertical aft plane. A horizontal cross sectional area of the aft damping structure is larger than a horizontal cross-sectional area of the second vertical aft end. The transverse main section includes a horizontal transverse part with a first horizontal transverse end and a second horizontal transverse end, two vertical transverse parts, each having a first vertical transverse end and a second vertical transverse end, wherein the first vertical transverse ends of the vertical transverse parts are at least indirectly connected perpendicular to the first and second horizontal transverse ends, and two transverse damping structures connected to the second vertical transverse ends of the respective two vertical transverse parts. The two vertical transverse parts and the horizontal transverse part are oriented in a common vertical transverse plane. A horizontal cross sectional area of each of the transverse damping structures is larger than a horizontal cross sectional area of the second vertical transverse end. The connecting flange is for connecting a coupling end of the windmill tower distal to the windmill nacelle vertically onto the floating support structure. The second horizontal aft end of the aft main section is connected to the horizontal transverse part of the transverse main section such that the vertical aft plane is oriented perpendicular to the vertical transverse plane.

A floating support structure for supporting a windmill system includes a windmill tower, a windmill nacelle, and windmill blades. The support structure includes an aft main section, a transverse main section, and a connecting flange. The aft main section includes a horizontal aft part with a first horizontal aft end and a second horizontal aft end, a vertical aft part with a first vertical aft end at least indirectly connected perpendicular to the first horizontal aft end and a second vertical aft end, and an aft damping structure connected to the second vertical aft end. The vertical and the horizontal aft parts are oriented in a common vertical aft plane. A horizontal cross sectional area of the aft damping structure is larger than a horizontal cross-sectional area of the second vertical aft end. The transverse main section includes a horizontal transverse part with a first horizontal transverse end and a second horizontal transverse end, two vertical transverse parts, each having a first vertical transverse end and a second vertical transverse end, wherein the first vertical transverse ends of the vertical transverse parts are at least indirectly connected perpendicular to the first and second horizontal transverse ends, and two transverse damping structures connected to the second vertical transverse ends of the respective two vertical transverse parts. The two vertical transverse parts and the horizontal transverse part are oriented in a common vertical transverse plane. A horizontal cross sectional area of each of the transverse damping structures is larger than a horizontal cross sectional area of the second vertical transverse end. The connecting flange is for connecting a coupling end of the windmill tower distal to the windmill nacelle vertically onto the floating support structure. The second horizontal aft end of the aft main section is connected to the horizontal transverse part of the transverse main section such that the vertical aft plane is oriented perpendicular to the vertical transverse plane.

A single-column semi-submersible platform for fixed anchoring in deep water. The semi-submersible platform comprises a lower solid ballast module, a middle seawater ballast module and a top buoyancy module. The three modules are arranged telescopically in an axial direction and can be controlled relative to each other in the axial direction such that the semi-submersible platform may float vertically and steadily in a body of water. Draught for the seawater ballast module and buoyancy module is provided by seawater ballasting. The axial position of the solid ballast module relative to the seawater ballast module is controlled by seawater being pumped in and out of a closed annulus formed between the solid ballast module and the seawater ballast module.

A single-column semi-submersible platform for fixed anchoring in deep water. The semi-submersible platform comprises a lower solid ballast module, a middle seawater ballast module and a top buoyancy module. The three modules are arranged telescopically in an axial direction and can be controlled relative to each other in the axial direction such that the semi-submersible platform may float vertically and steadily in a body of water. Draught for the seawater ballast module and buoyancy module is provided by seawater ballasting. The axial position of the solid ballast module relative to the seawater ballast module is controlled by seawater being pumped in and out of a closed annulus formed between the solid ballast module and the seawater ballast module.

A floating body for an offshore wind turbine includes: one first column; two second columns; two lower hulls connecting the first column to each of the second columns; and a beam member connecting the two lower hulls. The beam member is disposed within a height range between an upper surface and a lower surface of each lower hull.

A floating body for an offshore wind turbine includes: one first column; two second columns; two lower hulls connecting the first column to each of the second columns; and a beam member connecting the two lower hulls. The beam member is disposed within a height range between an upper surface and a lower surface of each lower hull.

Mooring systems and processes for using same. In some embodiments, the system can include a first vessel support structure and a second vessel support structure, each disposed on a vessel. Each vessel support structure can include at least one extension arm can be suspended from each vessel support structure. A ballast tank can be connected to each of the at least one extension arms. A first end of a yoke can be connected to the ballast tank and a second end of the yoke can include a yoke head disposed thereon. The system can also include a first mooring support structure and a second mooring support structure, each fixed in place. Each mooring support structure can include a pitch bearing. The yoke heads of the first and second vessel support structures can be connected to the pitch bearings of the first and second mooring support structures, respectively.