CN107444579B - Integrated damping plate for ocean platform - Google Patents
Integrated damping plate for ocean platform Download PDFInfo
- Publication number
- CN107444579B CN107444579B CN201710540127.6A CN201710540127A CN107444579B CN 107444579 B CN107444579 B CN 107444579B CN 201710540127 A CN201710540127 A CN 201710540127A CN 107444579 B CN107444579 B CN 107444579B
- Authority
- CN
- China
- Prior art keywords
- shaped steel
- damping plate
- regular hexagonal
- ocean platform
- integrated damping
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B39/00—Equipment to decrease pitch, roll, or like unwanted vessel movements; Apparatus for indicating vessel attitude
- B63B39/005—Equipment to decrease ship's vibrations produced externally to the ship, e.g. wave-induced vibrations
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Revetment (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
An integrated damping plate for an ocean platform belongs to the technical field of ocean engineering. The integrated damping plate comprises a pontoon and a T-shaped steel structure, wherein the T-shaped steel structure adopts a regular hexagonal structure, and the first T-shaped steel and the second T-shaped steel form a triangle-like structure; the pontoons are respectively arranged at the middle positions of the regular hexagonal structures, and each inner angle of each regular hexagonal structure extends out of one third T-shaped steel to be fixedly connected with the pontoons. The integrated damping plate can provide a larger damping area and can better inhibit heave motion of the ocean platform; the triangular support plate between the pontoon and the T-shaped steel can well disperse wind load and wave load born by the ocean platform; the horizontal connecting rod and the diagonal bracing connecting rod can enable the pontoon to be more tightly connected with the damping plate and other components to form a whole, the structural strength is improved, the stability and the safe production operation of the ocean platform can be maintained in extremely complex and severe sea conditions, and the service life of the ocean platform and the generated economic benefit can be greatly improved.
Description
Technical Field
The invention relates to an integrated damping plate for an ocean platform, and belongs to the technical field of ocean engineering.
Background
With the rapid expansion of world population and world economy, the demand for energy is rapidly increased, land resources are exhausted gradually, the survival and development of human beings are more and more dependent on sea, and the development and utilization of ocean energy and the like are realized through ocean platforms. Ocean platforms are used as an infrastructure for operation in the sea and are in a severe and complex environment for a long time, and due to the action of wind load and wave load, accidents of structural damage occur, which cause a great deal of economic loss and environmental pollution, and sometimes even influence the life safety of staff. In order to better maintain the normal operation and production of the ocean platform, the influence of waves needs to be reduced as much as possible to keep the ocean platform stable, the existing ocean platform mostly adopts an isolated disc type damping plate to inhibit heave motion, and the isolated damping plate damages the integrity and the integral rigidity of the structure and has poor heave response performance. In the prior art, cantilever beams are additionally arranged between a floating body and a damping plate to increase the overall strength, but the structural fracture is frequently caused due to the fact that the stress area is too concentrated, so that improvement is needed.
Disclosure of Invention
In order to solve the technical problems of poor heave performance response, complex structure, low strength, difficult construction and the like of the ocean platform in the prior art, the invention provides an integrated damping plate for the ocean platform, which is used for providing an ocean platform with easy construction, high structural strength, excellent hydrodynamic performance and particularly good heave performance so as to overcome the defects.
The technical scheme adopted by the invention is as follows: the integrated damping plate comprises three pontoons, an integrated damping plate and a T-shaped steel structure fixed on the integrated damping plate, wherein the T-shaped steel structure comprises three regular hexagonal structures, three first T-shaped steel and three second T-shaped steel, one ends of the first T-shaped steel and the second T-shaped steel are firstly connected with the first regular hexagonal structures, the other ends of the first T-shaped steel and the second T-shaped steel are connected with the second regular hexagonal structures, one ends of the first T-shaped steel and the second T-shaped steel are then connected with the second regular hexagonal structures, the other ends of the first T-shaped steel and the second T-shaped steel are also connected with the third regular hexagonal structures, and the other ends of the first T-shaped steel and the second T-shaped steel are connected with the first regular hexagonal structures to form a triangular T-shaped steel structure; the three buoys are respectively arranged at the middle position of the regular hexagonal structure, each inner angle of the regular hexagonal structure is respectively extended out of one third T-shaped steel to be fixedly connected with the buoys, the upper parts of every two buoys are fixedly connected by adopting a horizontal connecting rod, each buoy is fixedly connected with the second T-shaped steel by adopting two diagonal bracing connecting rods, and each third T-shaped steel is provided with a triangular support plate fixedly connected with the corresponding buoy.
The T-shaped steel structure adopts a welding structure, and the integrated damping plate is fixed at the lower part of the T-shaped steel structure by adopting the welding structure.
The outer edge line of the integrated damping plate is the outline of the outer side of the three first T-shaped steels and three sides of the three regular hexagonal structures, and the inner edge line is the through hole of an unequal hexagon formed by the inner side of the three second T-shaped steels and one side of the three regular hexagonal structures.
The beneficial effects of the invention are as follows: the integrated damping plate for the ocean platform changes an isolated type into a through integrated type. The design adopts an integral large-area plate structure, and can provide larger damping area and better damping effect. When the ocean platform is influenced by wind load and wave load to generate heave motion, the integrated damping plate can provide a damping effect acting on the whole ocean platform, so that the influence of heave motion on the ocean platform is reduced, and the stability of the whole ocean platform is maintained.
The triangular support plate at the bottom of the pontoon can strengthen the connection between the pontoon and the bottom of the ocean platform, and the stress can be more uniformly distributed due to the adoption of the connection between the surfaces, so that the stress can not be concentrated at a certain point to cause structural damage.
T shaped steel on the damping plate can increase the intensity of the integrated damping plate in bottom, prevents the deformation that produces because of the inhomogeneous atress of bottom damping plate. The outer side of the damping plate adopts a tip-removing design, so that stress concentration is prevented, the construction is simple, and the construction cost is saved.
Compared with the prior art, the whole ocean platform is simpler and faster to build, and the fund and the building time are saved; the structure strength is high, the damage of the whole ocean platform caused by the damage of the local connecting piece is avoided, and the offshore production operation is facilitated throughout the year. The hydraulic performance is excellent, the machinery on the ocean platform can be better enabled to perform stable working production, and the economic benefit can be greatly improved.
Drawings
In order to more clearly illustrate the invention, some of the drawings that need to be used will be briefly described below.
Fig. 1 is a structural view of an integrated damping plate for an ocean platform.
Fig. 2 is a front view of a T-steel structure.
Fig. 3 is a top view of a T-steel structure.
Fig. 4 is a structural view of an integrated damping plate.
In the figure: 1. integral type damping plate, 1a, through-hole, 2, T shaped steel structure, 2a1, first regular hexagonal structure, 2a2, second regular hexagonal structure, 2a3, third regular hexagonal structure, 2b, first T shaped steel, 2c, second T shaped steel, 2d, third T shaped steel, 3, triangle backup pad, 4, flotation pontoon, 5, horizontal connecting rod, 6, bracing connecting rod.
Detailed Description
Fig. 1, 2, 3, 4 show a block diagram of an integrated damping plate for an ocean platform. In the figure, the integrated damping plate for the ocean platform comprises three pontoons 4, an integrated damping plate 1 and a T-shaped steel structure 2 fixed on the integrated damping plate 1. The T-shaped steel structure 2 comprises three regular hexagonal structures, three first T-shaped steel 2b and three second T-shaped steel 2c, wherein one end of the first T-shaped steel 2b and one end of the second T-shaped steel 2c are connected with the first regular hexagonal structure 2a1, the other end of the first T-shaped steel 2b and one end of the second T-shaped steel 2c are connected with the second regular hexagonal structure 2a2, the other end of the first T-shaped steel 2b and one end of the second T-shaped steel 2c are connected with the third regular hexagonal structure 2a3, one end of the first T-shaped steel 2b and one end of the second T-shaped steel 2c are connected with the third regular hexagonal structure 2a3, and the other end of the first T-shaped steel 2c is connected with the first regular hexagonal structure 2a1, so that the triangular T-shaped steel structure 2 is formed. Three pontoons 4 are respectively arranged at the middle position of the regular hexagonal structure, each inner angle of the regular hexagonal structure is respectively extended out of a third T-shaped steel 2d to be fixedly connected with the pontoons 4, the upper parts of every two pontoons 4 are fixedly connected by adopting a horizontal connecting rod 5, each pontoon 4 is fixedly connected with a second T-shaped steel 2c by adopting two diagonal bracing connecting rods 6, and each third T-shaped steel 2d is provided with a triangular support plate 3 fixedly connected with the pontoon 4.
The T-shaped steel structure 2 adopts a welding structure, and the integrated damping plate 1 is fixed at the lower part of the T-shaped steel structure 2 by adopting the welding structure.
The outer edge line of the integrated damping plate 1 is the outline of the outer side of the three first T-shaped steel 2b and three sides of each of the three regular hexagonal structures, and the inner edge line is the inner side of the three second T-shaped steel 2c and one side of each of the three regular hexagonal structures to form a through hole 1a of an unequal hexagon.
By adopting the technical scheme, the ocean platform with the integrated damping plate is suitable for production and operation at sea, can be used as a floating foundation of an offshore wind driven generator, can also be used as a drilling platform for oil and gas exploitation operation and the like.
(1) The ocean platform mainly comprises an integrated annular damping plate, the damping plate is of a triangle-like shape, and the design of tip removal is adopted, so that the ocean platform is simple to construct and saves materials. The welding at the edge of the damping plate is communicated by welding T-shaped steel. The three buoys are respectively positioned at the three ends of the bottom damping plate and are vertically arranged. A triangular supporting plate is welded between the pontoon and the T-shaped steel and used for reinforcing the connection between the pontoon and the bottom of the ocean platform, and the welding area is increased by adopting a surface welding technology, so that the stress distribution at the stressed position is uniform. A horizontal connecting rod is welded between every two adjacent pontoons. The pontoon is connected with the bottom of the ocean platform by adopting a diagonal bracing connecting rod along the side length direction of the triangle.
(2) The integrated annular damping plate at the bottom of the ocean platform is triangular, three tips are removed, a triangle without tips is removed in the middle, and three ends of the damping plate are of a regular hexagon design. The damping plate in the form adopts a triangle-like stable structure, the area of the damping plate is larger than that in the prior art, the damping effect is better, and the heave motion of the ocean platform can be well weakened, so that the stability of the ocean platform and the safe production and operation of the ocean platform are maintained.
The outer edge of the damping plate is provided with T-shaped steel which surrounds the circle. Three penetrating T-shaped steels from one end to the other end are arranged at the end points of the damping plate, and radial T-shaped steels are arranged at the regular hexagons at the end parts of the damping plate, so that the structure is more regular and symmetrical. The strength of the damping plate can be greatly increased by arranging the T-shaped steel, the load which is born can be uniformly distributed by a uniform arrangement mode, and the damage of the structure and even accidents caused by the fact that stress is too concentrated at one point are prevented.
(3) The pontoon is arranged at the center of the regular hexagon at the end part of the damping plate. Six triangular support plates are uniformly arranged between the pontoon and the T-shaped steel. This triangle-shaped backup pad has consolidated the flotation pontoon and has been connected with the platform bottom, compares cantilever beam connected mode among the prior art, and this kind of connected mode's structure is more firm, and the terminal surface of set square is connected with the upper portion contact of lateral wall and the T shaped steel of flotation pontoon respectively, and area of contact is bigger for the stress can not too concentrate. The triangular support plate is more stable and uniformly applies stress to the pontoon and the T-shaped steel.
(4) Every two buoys are connected by a horizontal connecting rod. Two diagonal bracing connecting rods along the side length direction of the bottom damping plate are arranged at the lower part of the contact part of each pontoon and the horizontal connecting rod, and the diagonal bracing connecting rods, the side walls of the pontoons and the horizontal plane are all arranged at a certain angle. The whole platform structure can be firmer by the two connecting rods, the integrity is stronger, and the two connecting rods are not easy to damage.
Claims (1)
1. An integrated damping plate for an ocean platform, comprising three pontoons (4), characterized by: the damping device comprises an integrated damping plate (1) and a T-shaped steel structure (2) fixed on the integrated damping plate (1), wherein the T-shaped steel structure (2) comprises three regular hexagonal structures, three first T-shaped steel (2 b) and three second T-shaped steel (2 c), one ends of the first T-shaped steel (2 b) and the second T-shaped steel (2 c) are connected with the first regular hexagonal structure (2 a 1), the other ends of the first T-shaped steel (2 b) and the second T-shaped steel (2 c) are connected with the second regular hexagonal structure (2 a 2), the other ends of the first T-shaped steel (2 b) and the second T-shaped steel (2 c) are connected with the third regular hexagonal structure (2 a 3), one ends of the first T-shaped steel (2 b) and the second T-shaped steel (2 c) are connected with the third regular hexagonal structure (2 a 3), and the other ends of the first T-shaped steel (2 a 1) are connected with the first regular hexagonal structure (2 a 2), and a triangular T-shaped steel-like structure (2) is formed; the three buoys (4) are respectively arranged in the middle of the regular hexagonal structure, each inner angle of the regular hexagonal structure extends out of one third T-shaped steel (2 d) to be fixedly connected with the buoys (4), the upper parts of every two buoys (4) are fixedly connected by adopting a horizontal connecting rod (5), each buoy (4) is fixedly connected with a second T-shaped steel (2 c) by adopting two diagonal bracing connecting rods (6), and each third T-shaped steel (2 d) is provided with a triangular supporting plate (3) fixedly connected with the buoys (4);
the T-shaped steel structure (2) adopts a welding structure, and the integrated damping plate (1) is fixed at the lower part of the T-shaped steel structure (2) by adopting the welding structure;
the outer edge line of the integrated damping plate (1) is the outline line of the outer side of the three first T-shaped steel (2 b) and three sides of each of the three regular hexagonal structures, the inner edge line is the inner side of the three second T-shaped steel (2 c) and one side of each of the three regular hexagonal structures to form a through hole (1 a) of an unequal hexagon.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710540127.6A CN107444579B (en) | 2017-07-05 | 2017-07-05 | Integrated damping plate for ocean platform |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710540127.6A CN107444579B (en) | 2017-07-05 | 2017-07-05 | Integrated damping plate for ocean platform |
Publications (2)
Publication Number | Publication Date |
---|---|
CN107444579A CN107444579A (en) | 2017-12-08 |
CN107444579B true CN107444579B (en) | 2023-09-19 |
Family
ID=60488543
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710540127.6A Active CN107444579B (en) | 2017-07-05 | 2017-07-05 | Integrated damping plate for ocean platform |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107444579B (en) |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1370122A (en) * | 1999-07-08 | 2002-09-18 | Abb拉默斯环球公司 | Basement of dragging support platform with expanded fundation |
CN102758447A (en) * | 2012-07-30 | 2012-10-31 | 北京金风科创风电设备有限公司 | Semi-submersible offshore floating fan foundation |
CN102765466A (en) * | 2012-07-27 | 2012-11-07 | 北京金风科创风电设备有限公司 | Semi-submersible offshore floating fan foundation |
CN204110335U (en) * | 2014-05-19 | 2015-01-21 | 中国海洋大学 | Floating-type offshore wind power foundation |
KR20160078622A (en) * | 2014-12-24 | 2016-07-05 | 주식회사 포스코 | Floating platform |
CN206939011U (en) * | 2017-07-05 | 2018-01-30 | 大连理工大学 | The integral type damping sheet of ocean platform |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7086809B2 (en) * | 2003-01-21 | 2006-08-08 | Marine Innovation & Technology | Minimum floating offshore platform with water entrapment plate and method of installation |
US8418640B2 (en) * | 2008-07-30 | 2013-04-16 | Seahorse Equipment Corp | Semisubmersible offshore platform with drag-inducing stabilizer plates |
-
2017
- 2017-07-05 CN CN201710540127.6A patent/CN107444579B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1370122A (en) * | 1999-07-08 | 2002-09-18 | Abb拉默斯环球公司 | Basement of dragging support platform with expanded fundation |
CN102765466A (en) * | 2012-07-27 | 2012-11-07 | 北京金风科创风电设备有限公司 | Semi-submersible offshore floating fan foundation |
CN102758447A (en) * | 2012-07-30 | 2012-10-31 | 北京金风科创风电设备有限公司 | Semi-submersible offshore floating fan foundation |
CN204110335U (en) * | 2014-05-19 | 2015-01-21 | 中国海洋大学 | Floating-type offshore wind power foundation |
KR20160078622A (en) * | 2014-12-24 | 2016-07-05 | 주식회사 포스코 | Floating platform |
CN206939011U (en) * | 2017-07-05 | 2018-01-30 | 大连理工大学 | The integral type damping sheet of ocean platform |
Also Published As
Publication number | Publication date |
---|---|
CN107444579A (en) | 2017-12-08 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
TWI737878B (en) | Floating offshore platform | |
EP3115600B1 (en) | Flare-type tensile legs floating wind turbine base, offshore wind turbine and construction method | |
CN108583795A (en) | A kind of semi-submersible type offshore wind turbine platform | |
CN112523969B (en) | Truss inhaul cable type floating offshore wind turbine structure | |
CN212243737U (en) | Marine floating type fan foundation and fan | |
CN113653601B (en) | Semi-submersible floating type fan device and system | |
CN106428447A (en) | Ultra-large type multi-floating-body semi-submersible floating platform | |
CN113086115A (en) | Shallow sea wind power semi-submersible platform provided with anti-heaving stand column | |
CN114162268A (en) | Mooring device for floating body in middle and shallow water area and installation method | |
CN206939011U (en) | The integral type damping sheet of ocean platform | |
CN203767042U (en) | Outward floating type tension leg floating wind turbine foundation and offshore wind turbine | |
CN107444579B (en) | Integrated damping plate for ocean platform | |
CN109941396B (en) | Branching mooring line type fan mooring system and offshore wind power generation equipment | |
CN216034989U (en) | Semi-submersible type floating fan foundation and shallow water mooring system | |
CN214092145U (en) | Truss inhaul cable type floating offshore wind turbine structure | |
CN114180469A (en) | Offshore wind power hoisting tower crane and mounting base thereof | |
WO2022231511A1 (en) | A buoyant structure for receiving a tower of a wind turbine in offshore deployment | |
CN113915070A (en) | Beam type offshore floating wind turbine power generation system | |
CN113236502A (en) | Floating type offshore wind turbine foundation | |
CN202658629U (en) | Control device for sinking perpendicularity of suction-type caisson in model test | |
CN217458498U (en) | Suspension platform structure of fan hoisting platform | |
CN217230032U (en) | Offshore wind power hoisting tower crane and mounting base thereof | |
CN115556886B (en) | Semi-submerged floating wind turbine generator system | |
CN116201696B (en) | Stretch-draw integral offshore wind power generation supporting structure | |
CN219406835U (en) | Floating type wind power generation platform |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |