CN215669412U - Modular anti-sinking platform - Google Patents
Modular anti-sinking platform Download PDFInfo
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- CN215669412U CN215669412U CN202121958412.8U CN202121958412U CN215669412U CN 215669412 U CN215669412 U CN 215669412U CN 202121958412 U CN202121958412 U CN 202121958412U CN 215669412 U CN215669412 U CN 215669412U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
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Abstract
The utility model discloses a modularized anti-sinking platform, which comprises: a plurality of stand link module and a plurality of anti-sinking plate module that the level concatenation is in the same place, wherein, stand link module includes: the first anti-sinking plate comprises a first anti-sinking plate, a stand column vertically penetrating through the center of the first anti-sinking plate and fixedly connected with the first anti-sinking plate, a plurality of first main beams embedded on the first anti-sinking plate at equal intervals and with one ends connected with the peripheral surface of the stand column, and a plurality of first anti-sinking plate reinforcing ribs arranged on the bottom surface of the first anti-sinking plate and arranged in a crisscross manner; the anti-settling plate module comprises: the second anti-sinking plate comprises a second anti-sinking plate, a second main beam embedded on the second anti-sinking plate and a plurality of second anti-sinking plate reinforcing ribs which are arranged on the bottom surface of the second anti-sinking plate and are arranged in a criss-cross mode. The utility model effectively solves the problems of low repeated utilization rate and large workload of reinforcing and reforming of the single-pile foundation construction platform.
Description
Technical Field
The utility model relates to a modular anti-sinking platform.
Background
In recent years, with the increase of offshore engineering in China, the wind power industry is developed vigorously. Common offshore wind power foundation types at home and abroad include a single-pile foundation, a jacket foundation, a high-pile cap foundation, a gravity foundation, a floating foundation and the like, wherein the jacket foundation can adapt to a large water depth condition, so that the jacket foundation is widely applied to offshore wind power plants at home and abroad in recent years. The steel pipe pile is generally adopted as a foundation structure in the jacket foundation, the pile sinking precision and the verticality of the steel pipe pile directly influence the levelness of the jacket, and further influence the stability of a fan tower structure.
At present, when a jacket foundation construction platform is designed, engineering construction conditions need to be combined, a special construction platform is designed and manufactured, the repeated utilization rate is low, and the processing and transformation workload is large. Therefore, the multifunctional assembled construction platform suitable for jacket foundation construction operation is developed, the modular construction design is carried out on the multifunctional platform to ensure the standard property of modules and interfaces, the utilization rate of the platform is improved to the maximum extent, the construction cost is reduced, wherein the anti-sinking plate is an important deep water foundation form, bears the load of each part of an underwater production system, has the characteristics of simple structure, light weight and relative convenience for installation, usually, the soil quality of the seabed is soft, the bearing capacity of a soft soil foundation is lower, if the traditional anti-sinking plate form is adopted, the anti-sinking plate needs to be made to be very large, thus, although the requirement of the bearing capacity is met, the requirements on the bearing capacity are brought to the installation of the anti-sinking plate, the installation cost and the instability in the installation process are increased, meanwhile, the manufacturing cost is greatly increased, in addition, the influence on the marine ecological environment is also large due to the recycling of the anti-sinking plate, the recovery of the anti-settling plate also conforms to the current sustainable development concept, so that a modular anti-settling platform is urgently needed to improve the utilization rate of the multifunctional assembled construction platform.
SUMMERY OF THE UTILITY MODEL
The utility model aims to overcome the defects of the prior art and provide a modular anti-sinking platform so as to meet the requirements of improving the utilization rate of the platform and reducing the construction cost to the maximum extent.
The utility model relates to a modular anti-sinking platform, which comprises: a plurality of upright post connecting modules and a plurality of anti-sinking plate modules which are horizontally spliced together, wherein,
the stand connection module includes: the first anti-sinking plate comprises a first anti-sinking plate, a stand column vertically penetrating through the center of the first anti-sinking plate and fixedly connected with the first anti-sinking plate, a plurality of first main beams embedded on the first anti-sinking plate at equal intervals and with one ends connected with the peripheral surface of the stand column, and a plurality of first anti-sinking plate reinforcing ribs arranged on the bottom surface of the first anti-sinking plate and arranged in a crisscross manner;
the anti-settling plate module comprises: the second anti-sinking plate comprises a second anti-sinking plate, a second main beam embedded on the second anti-sinking plate and a plurality of second anti-sinking plate reinforcing ribs which are arranged on the bottom surface of the second anti-sinking plate and are arranged in a criss-cross mode.
In the above modular anti-settling platform, each of the column connection modules includes four first main beams, and the other end of each of the first main beams is flush with one edge of the first anti-settling plate; and two ends of each second main beam are respectively flush with two opposite edges of the second anti-sinking plate where the second main beams are located.
In the above modular anti-settling platform, the second main beam of each anti-settling plate module is in butt joint with one first main beam or with a second main beam of another anti-settling plate module in a flange connection manner.
In the above modular anti-settling platform, the upright is of a hollow structure, and an upright flange is arranged at the top end of the upright.
Based on the technical scheme, the detachable anti-sinking plate platform is formed by mutually splicing the plurality of stand column connecting modules and the plurality of anti-sinking plate modules, so that the problems that the multifunctional assembled construction pile-stabilizing platform is low in repeated utilization rate and heavy in reinforcing and modifying workload during offshore wind power pile foundation construction are effectively solved, and the construction cost is reduced. In addition, the utility model also has the advantages of simple structure, convenient installation, environmental protection and the like.
Drawings
FIG. 1 is a schematic structural diagram of a modular anti-settling platform of the present invention;
FIG. 2 is a top view of the structure of a modular anti-settling platform of the present invention;
FIG. 3 is a perspective view of the structure of a column connecting module of a modular anti-settling platform according to the present invention;
FIG. 4 is a structural side view of a column connection module of a modular anti-settling platform of the present invention;
FIG. 5 is a perspective view of the structure of an anti-settling plate module of a modular anti-settling platform of the present invention;
fig. 6 is a structural bottom view of an anti-settling plate module of a modular anti-settling platform of the present invention.
Detailed Description
The utility model will be further explained with reference to the drawings.
Referring to fig. 1-2, the present invention provides a modular anti-settling platform, which includes: a plurality of upright post connecting modules 1 and a plurality of anti-sinking plate modules 2 which are horizontally spliced together, wherein,
as shown in fig. 3 to 4, each of the pillar connecting modules 1 includes: the anti-sinking structure comprises a first anti-sinking plate 11, a vertical column 12 vertically penetrating through the center of the first anti-sinking plate 11 and fixedly connected with the first anti-sinking plate, a plurality of first main beams 13 embedded on the first anti-sinking plate 11 at equal intervals and with one ends connected with the peripheral surface of the vertical column 12, and a plurality of first anti-sinking plate reinforcing ribs 14 arranged on the bottom surface of the first anti-sinking plate 11 and arranged in a criss-cross manner, wherein the vertical column 12 is of a hollow structure and the top end of the vertical column is provided with a vertical column flange 15. In this embodiment, each pillar connecting module 1 includes four first main beams 13, and the other end of each first main beam 13 is flush with an edge of the first anti-sinking plate 11; the thickness of the first anti-sinking plate reinforcing rib 14 does not exceed the radius of the first main beam 13; each upright post connecting module 1 is of a steel structure and is formed by integral welding and finish machining;
as shown in fig. 5 to 6, each of the anti-settling plate modules 2 includes: the second anti-sinking plate 21, the second main beam 22 embedded on the second anti-sinking plate 21, and a plurality of second anti-sinking plate reinforcing ribs 23 arranged on the bottom surface of the second anti-sinking plate 21 and arranged in a criss-cross manner. In this embodiment, two ends of each second main beam 22 are respectively flush with two opposite edges of the second anti-sink plate 21 where the second main beam is located; the thickness of the second anti-sinking plate reinforcing rib 23 does not exceed the radius of the second main beam 22; each anti-sinking plate module 2 is of a steel structure and is formed by integral welding and finish machining.
The column connecting module 1 and the anti-sinking plate modules 2 are assembled after being welded integrally and finished, wherein the second main beam 22 in each anti-sinking plate module 2 is in butt joint with the first main beam 13 or with the second main beam 22 in another anti-sinking plate module 2 in a flange connection mode, in this embodiment, the connecting flange 100 is installed at the other end of the first main beam 13, and the connecting flanges 100 are installed at the two ends of the second main beam 22 respectively. Specifically, the anti-sinking platforms meeting different pile diameters, different functions, different construction environments or different design requirements can be assembled through different quantities of the upright post connecting modules 1 and the anti-sinking plate modules 2 according to specific construction requirements, the anti-sinking platforms with different sizes can also be assembled, and the anti-sinking platforms can be integrally assembled with the construction pile stabilizing platform through the upright post flanges 15 after being assembled.
In conclusion, the anti-sinking platform in various forms is formed by splicing the plurality of upright post connecting modules and the plurality of anti-sinking plate modules, so that the problems that the multi-functional assembly type construction pile-stabilizing platform with a single pile foundation in the prior art is low in repeated utilization rate and heavy in reinforcing and reconstructing workload are solved, and the ecological environment of the surrounding ocean is protected.
The above embodiments are provided only for illustrating the present invention and not for limiting the present invention, and those skilled in the art can make various changes and modifications without departing from the spirit and scope of the present invention, and therefore all equivalent technical solutions should also fall within the scope of the present invention, and should be defined by the claims.
Claims (4)
1. A modular anti-settling platform, comprising: a plurality of upright post connecting modules and a plurality of anti-sinking plate modules which are horizontally spliced together, wherein,
the stand connection module includes: the first anti-sinking plate comprises a first anti-sinking plate, a stand column vertically penetrating through the center of the first anti-sinking plate and fixedly connected with the first anti-sinking plate, a plurality of first main beams embedded on the first anti-sinking plate at equal intervals and with one ends connected with the peripheral surface of the stand column, and a plurality of first anti-sinking plate reinforcing ribs arranged on the bottom surface of the first anti-sinking plate and arranged in a crisscross manner;
the anti-settling plate module comprises: the second anti-sinking plate comprises a second anti-sinking plate, a second main beam embedded on the second anti-sinking plate and a plurality of second anti-sinking plate reinforcing ribs which are arranged on the bottom surface of the second anti-sinking plate and are arranged in a criss-cross mode.
2. The modular anti-settling platform of claim 1, wherein each of the column connection modules comprises four of the first main beams, and the other end of each of the first main beams is flush with an edge of the first anti-settling plate; and two ends of each second main beam are respectively flush with two opposite edges of the second anti-sinking plate where the second main beams are located.
3. The modular anti-settling platform of claim 2, wherein the second main beam of each anti-settling plate module is flanged to interface with one first main beam or with a second main beam of another anti-settling plate module.
4. The modular anti-settling platform as claimed in claim 1, wherein the column is hollow and has a column flange at its top end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121958412.8U CN215669412U (en) | 2021-08-19 | 2021-08-19 | Modular anti-sinking platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121958412.8U CN215669412U (en) | 2021-08-19 | 2021-08-19 | Modular anti-sinking platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215669412U true CN215669412U (en) | 2022-01-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121958412.8U Active CN215669412U (en) | 2021-08-19 | 2021-08-19 | Modular anti-sinking platform |
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| CN (1) | CN215669412U (en) |
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2021
- 2021-08-19 CN CN202121958412.8U patent/CN215669412U/en active Active
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