The present invention relates to a gravity-based foundation system for offshore wind turbine installation that comprises three floating concrete bases built with self-floating concrete caissons, equipped with valves for filling them with water and emptying the water out enabling their ballasting and anchoring at their final location; a metal structure which connects the floating concrete bases by means of a connecting element to the wind turbine tower, and a metal element which connects the floating concrete bases to the wind turbine, metal element on which a docking area is installed, a maintenance platform and access stairs, and it also relates to a method of installation of the gravity-based foundation system.

The present relates to a suction foundation in which is penetrated into the seabed by a vacuum pressure of a suction pump, thereby providing a desired foundation support force. The suction foundation includes a hollow caisson having an opening at a lower end thereof, where the suction pump is connected to the hollow caisson and the suction pump allows the hollow caisson to penetrate into the seabed while discharging a fluid in the hollow caisson to an outside thereof by using the vacuum pressure of the suction pump, a lower skirt provided along a circumference of the opening of the hollow caisson and formed into a wave shape having a series of teeth, and having wedge-shaped cross-sections, and a stiffener increasing rigidity of the lower skirt by increasing thickness of a predetermined portion of the lower skirt.

The present relates to a suction foundation in which is penetrated into the seabed by a vacuum pressure of a suction pump, thereby providing a desired foundation support force. The suction foundation includes a hollow caisson having an opening at a lower end thereof, where the suction pump is connected to the hollow caisson and the suction pump allows the hollow caisson to penetrate into the seabed while discharging a fluid in the hollow caisson to an outside thereof by using the vacuum pressure of the suction pump, a lower skirt provided along a circumference of the opening of the hollow caisson and formed into a wave shape having a series of teeth, and having wedge-shaped cross-sections, and a stiffener increasing rigidity of the lower skirt by increasing thickness of a predetermined portion of the lower skirt.

The present application relates to a lifting and resetting method for sinking of a deep plant equipment foundation, and belongs to the technical field of anti-settlement and deviation rectification of foundations. The lifting and resetting method includes: determining a foundation pressure diffusion angle; determining a diffusion range of a load; performing grouting reinforcement on an unstable soil body in the soft underlying stratum; performing grouting reinforcement on a bearing stratum; performing grouting, reinforcing and lifting within a middle range of the bearing stratum; and constructing irregular composite foundation supporting bodies at the bottom of the soft underlying stratum. The lifting and resetting method of the present application can ensure a deviation rectification effect.

The present application relates to a lifting and resetting method for sinking of a deep plant equipment foundation, and belongs to the technical field of anti-settlement and deviation rectification of foundations. The lifting and resetting method includes: determining a foundation pressure diffusion angle; determining a diffusion range of a load; performing grouting reinforcement on an unstable soil body in the soft underlying stratum; performing grouting reinforcement on a bearing stratum; performing grouting, reinforcing and lifting within a middle range of the bearing stratum; and constructing irregular composite foundation supporting bodies at the bottom of the soft underlying stratum. The lifting and resetting method of the present application can ensure a deviation rectification effect.

An expandable multifunctional integrated-construction skyscraper building platform and a construction method using the same are provided. The expandable multifunctional integrated- construction skyscraper building platform includes: a building foundation part, including an underground level, a basement level and a ground level which form a main body; an external frame part, a bottom of the external frame part being fixed deep into the underground level, and a top of the external frame part running through the basement level and the ground level to reach upper air such that lifting platform parts arranged on the external frame part are capable of going up from the underground level for construction; a transportation elevator part and a three-layer enclosure part, mounted on the building foundation part; a top transfer part, mounted on a Chinese character Ri frame at a top of the external frame part; and a carrying tower.

An expandable multifunctional integrated-construction skyscraper building platform and a construction method using the same are provided. The expandable multifunctional integrated- construction skyscraper building platform includes: a building foundation part, including an underground level, a basement level and a ground level which form a main body; an external frame part, a bottom of the external frame part being fixed deep into the underground level, and a top of the external frame part running through the basement level and the ground level to reach upper air such that lifting platform parts arranged on the external frame part are capable of going up from the underground level for construction; a transportation elevator part and a three-layer enclosure part, mounted on the building foundation part; a top transfer part, mounted on a Chinese character Ri frame at a top of the external frame part; and a carrying tower.