45results about How to "Increased anti-overturning moment" patented technology

The invention discloses a combined basic structural system of three cylinder type foundations with support. Connecting wires of the center points of the three cylinder type foundations form a triangle; a pile body is arranged at the top of each cylinder type foundation; a joint connecting piece is arranged above the central positions of the three cylinder type foundations, a profiled-steel beam is connected between the joint connecting piece and the top of each pile body, and each profiled-steel beam is inclined downwards from the end connected with the joint connecting piece to the end connected with the corresponding pile body; the roots of the pile bodies are mutually connected through support among the piles, and a support between cylinders is connected between the adjacent two cylinder type foundations. Through the profiled-steel beam and the pile bodies, larger bending moment transmitted by an upper structure is effectively converted into tensile force and pressure approximately at the cylinder type foundations so as to exert the maximum bearing capacity of the cylinder type foundations and save the materials; moreover, the complete technology of floating transportation, sinking and leveling can be realized in the construction, so that the construction period is short, and the construction cost of an offshore wind plant is reduced.

The invention discloses a four-cylindrical foundation combined foundation structure system with support. The connecting lines of the center points of four cylindrical foundations form a quadrangle; a pile body is arranged on the top of each cylindrical foundation; a node connecting component is arranged above the center positions of the four cylindrical foundations; a profile steel beam is connected between the node connecting component and the outer side of the top of each pile body; each profile steel beam is downwards inclined from the end part connected with the node connecting component to the end part connected with the pile body; the roots of the pile bodies are mutually connected by the support among eight piles; an inter-cylinder support is connected between two adjacent cylindrical foundations. The relatively large torque transferred by an upper part structure is approximately converted into tensile force and pressing force at the cylindrical foundations through each profile steel beam and each pipe body, so that the highest bearing capacity of the cylindrical foundations is achieved, materials are saved, the complete technology of 'floatation transportation, sinking and leveling' can be realized during construction, the construction period is short, and the building cost of an offshore wind power station is reduced.

The invention discloses a base structure system combined by four cylindrical bases. A quadrangle is formed by the connecting lines of centers of the four cylindrical bases, a pile body is arranged at the top of each cylindrical base, and the center line of each pile body and the center line of the corresponding cylindrical base are located on the same straight line; a node connecting piece is arranged above the center position of the four cylindrical bases, a profiled-steel beam is connected between the node connecting piece and the outer side of the top part of each pile body, and each profiled-steel beam is downwards inclined from one end part, connected with the node connecting piece, of the profiled-steel beam to the end part, connected with the corresponding pile body, of the profiled-steel beam. According to the base structure system provided by the invention, larger bending moment transmitted by an upper structure can be effectively and similarly converted to a tensile force and a pressure at the cylindrical bases by the profiled-steel beams and the pile bodies, so as to give play to the maximum bearing force of the cylindrical bases, therefore materials can be saved; furthermore, a complete technology of 'floating-sinking-leveling' can be realized in the construction, the construction period is short, and the construction cost of an offshore wind power plant can be reduced.

The invention discloses a transition type drum-shaped base structure applicable to an ocean engineering, wherein a ring beam is arranged in the middle of a top cover of a drum-shaped base, the top of the ring beam is provided with a plurality of section steel columns which are uniformly arranged along the circumferential direction, a node connecting piece is arranged right above the center of the drum-shaped base, section steel beams are connected between the node connecting piece and the top of each section steel column, each section steel beam downwards inclines from the end connected with the node connecting piece to the end connected with the corresponding section steel column, at least one horizontal circumferential support is arranged on the section steel columns long the height direction at intervals, and the circumferential supports are respectively connected between every two section steel columns. After the transition type drum-shaped base structure is used, the larger bending moment transmitted by an upper structure can be effectively and approximately transferred into a pull force and pressure at the drum-shaped base by the section steel beams and the section steel columns, so that the maximum carrying capacity of the drum-shaped base can be played; the section steel beams are less in self weight compared with a concrete transition section, so that the use of a large-scale machine tool during construction can be reduced, the construction period can be shortened, and the offshore wind plant building cost can be reduced.

The invention belongs to the technical field of foundation structures of marine engineering, and discloses a multi-cylinder combined foundation structure with a support structure and a construction method thereof. Connect the steel roof, set the concrete slab on the steel roof, set the outer ring beam, the middle ring beam, the inner ring beam, the concrete main beam, the first concrete secondary beam, the second concrete secondary beam on the top of the concrete slab, and connect the concrete transition section on the upper part of the middle ring beam , the supporting structure is set inside the concrete transition section; its construction method includes steps such as land prefabrication, shore hoisting, water towing, negative pressure sinking, and negative pressure reinforcement. The invention has the advantages of gravity foundation and cylinder foundation, wide application range, convenient transportation and installation, recyclable utilization and high bearing capacity. Tensile and compressive stress can also be used as a gravity structure, which resists the upper load through its own gravity.

The invention discloses a large-scale bucket foundation structure suitable for ocean wind electricity. An upwards-extending reverse eaves is arranged along the outer edge of the top cover of a bucket foundation; the middle of the top cover of the bucket foundation is provided with a ring beam; the top of the ring beam is provided with a plurality of section steel columns evenly distributed along the ring direction; a node connecting piece is arranged just above the center of the bucket foundation; a section steel beam is connected between the node connecting piece and the top of each section steel column; each section steel beam is downwards inclined from the end part on which the section steel beam is connected with the corresponding node connecting piece, to the end part on which the section steel beam is connected with the corresponding section steel column. According to the large-scale bucket foundation structure suitable for the ocean wind electricity, which is disclosed by the invention, large bending moment transferred from an upper part structure can be effectively similarly converted into tensile force and pressure on the bucket foundation by the section steel beams and the section steel columns so as to perform the largest bearing force of the bucket foundation; subdivisions can be formed by stiffening ribs between the reverse eaves and the ring beam so as to apply ballast to the bucket foundation; the capability of the bucket foundation on bearing the horizontal load and the bending moment is improved.