CN222161261U - Platform structure of floating pile stabilizing platform - Google Patents
Platform structure of floating pile stabilizing platform Download PDFInfo
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- CN222161261U CN222161261U CN202323448087.2U CN202323448087U CN222161261U CN 222161261 U CN222161261 U CN 222161261U CN 202323448087 U CN202323448087 U CN 202323448087U CN 222161261 U CN222161261 U CN 222161261U
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- 230000000087 stabilizing effect Effects 0.000 title abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 125
- 239000010959 steel Substances 0.000 claims abstract description 125
- 230000003014 reinforcing effect Effects 0.000 claims description 25
- 150000001875 compounds Chemical class 0.000 claims description 2
- 238000009434 installation Methods 0.000 claims 3
- 238000010276 construction Methods 0.000 abstract description 9
- 238000000034 method Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000010248 power generation Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000008358 core component Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
本实用新型涉及稳桩平台技术领域，且公开了一种浮式稳桩平台的平台结构，包括：两个分支撑框架，两个分支撑框架对接并通过螺栓安装在一起，所述分支撑框架包括两根主钢管、衔接钢管第一连接钢管和两根第二连接钢管，所述衔接钢管和两根主钢管相互平行设置，所述第一连接钢管和两根第二连接钢管相互平行设置，且第一连接钢管和两根第二连接钢管垂直连接在两根主钢管之间，所述第一连接钢管和两根第二连接钢管的表面均与衔接钢管的表面连接。该浮式稳桩平台的平台结构，通过设置两个分支撑框架，分支撑框架在陆上预制组装，将两个分支撑框架组装在一起形成支撑主体，可快速搭建好浮式平台，减少施工风险，提高施工速度。
The utility model relates to the technical field of pile stabilizing platforms, and discloses a platform structure of a floating pile stabilizing platform, including: two sub-support frames, the two sub-support frames are butt-jointed and installed together by bolts, the sub-support frames include two main steel pipes, a connecting steel pipe, a first connecting steel pipe and two second connecting steel pipes, the connecting steel pipe and the two main steel pipes are arranged parallel to each other, the first connecting steel pipe and the two second connecting steel pipes are arranged parallel to each other, and the first connecting steel pipe and the two second connecting steel pipes are vertically connected between the two main steel pipes, and the surfaces of the first connecting steel pipe and the two second connecting steel pipes are connected to the surfaces of the connecting steel pipes. The platform structure of the floating pile stabilizing platform can quickly build a floating platform by setting two sub-support frames, the sub-support frames are prefabricated and assembled on land, and the two sub-support frames are assembled together to form a supporting body, thereby reducing construction risks and increasing construction speed.
Description
Technical Field
The utility model relates to the technical field of pile-stabilizing platforms, in particular to a platform structure of a floating pile-stabilizing platform.
Background
Solar energy is a renewable and infinite energy source, so that the energy source of the offshore photovoltaic power generation is very rich, a large amount of energy demands can be met, the ocean covers most of the area of the earth, the dependence on the traditional energy source is reduced by constructing an offshore photovoltaic power station, and an offshore photovoltaic power generation system is generally composed of a photovoltaic cell panel, a bracket, a cable, power electronic equipment and the like. The photovoltaic cell panel is a core component for converting solar energy into electric energy. When the sun irradiates the photovoltaic cell panel, light energy is converted into electric energy, the electric energy is transmitted into power electronic equipment through a cable, and finally the electric energy is converted into usable electric power.
The pile foundation is a foundation type, is mainly used in the conditions of poor geological conditions or high building requirements, and is required to be anchored on the seabed or the riverbed before the offshore photovoltaic power station is built, the existing pile foundation fixed type water surface photovoltaic construction method is generally referred to the water surface photovoltaic construction method of inland rivers, lakes and shielded sea areas, a floating platform is used for piling operation, when the offshore photovoltaic foundation pile is driven for pile sinking, the marine environment is bad, wind waves are large, the floating platform is not easy to build on the sea surface, and when the wind waves are large, potential safety hazards exist in the operation process of constructors.
Disclosure of utility model
Aiming at the defects of the prior art, the utility model provides a platform structure of a floating pile-stabilizing platform, which solves the problems mentioned in the background.
The utility model provides a platform structure of a floating pile-stabilizing platform, which comprises two branch support frames, wherein the two branch support frames are butted and mounted together through bolts;
The branch support frame comprises two main steel pipes, a first connecting steel pipe of the connecting steel pipes and two second connecting steel pipes, the connecting steel pipes and the two main steel pipes are arranged in parallel, the first connecting steel pipes and the two second connecting steel pipes are vertically connected between the two main steel pipes, the surfaces of the first connecting steel pipes and the two second connecting steel pipes are connected with the surfaces of the connecting steel pipes, two branch pipes are arranged on two sides of the connecting steel pipes, and the branch pipes are connected with the two first connecting steel pipes respectively.
Preferably, the tops of the two branch support frames are respectively provided with a positioning fixing frame and a walkway, both sides of the branch support frames are respectively provided with a fender steel pipe, and the tops of the two branch support frames are respectively symmetrically provided with an operation platform.
Preferably, the positioning fixing frame is arranged at the top of one of the main steel pipes, an inclined strut is arranged on the surface of the positioning fixing frame, one end of the inclined strut is connected with the surface of the main steel pipe, a positioning lug plate is arranged at the top of the positioning fixing frame, and double plates are connected to two sides of the positioning lug plate.
Preferably, the pavement comprises a steel mesh plate and guardrails, the top of the main steel pipe, the connecting steel pipe, the first connecting steel pipe and the two second connecting steel pipes are all provided with a mounting frame, the steel mesh plate is paved at the top of the mounting frame, and the guardrails are connected at the top of the mounting frame.
Preferably, the fender steel pipe is connected to the surface of the main steel pipe, and the fender steel pipe has a diameter of 50mm.
Preferably, a plurality of first reinforcing pipes are arranged between the first connecting steel pipes and the second connecting steel pipes, the first reinforcing pipes are located below the operation platform, one end of each branch pipe is symmetrically provided with a second reinforcing pipe, one end of each second reinforcing pipe is connected with the surface of the main steel pipe, and the other end of each second reinforcing pipe is connected with the surface of the second connecting steel pipe.
Preferably, the surfaces of the main steel pipe and the first connecting steel pipe are both provided with bollards, the surface of the bollards is provided with a plurality of reinforcing rib plates, and the surfaces of the reinforcing rib plates are connected with the main steel pipe.
Preferably, four lifting lugs are arranged on each branch support frame, two lifting lugs are symmetrically arranged on the surfaces of the second connecting steel pipes, and the other two lifting lugs are respectively arranged on the surfaces of the two branch pipes.
Compared with the prior art, the utility model has the following beneficial effects:
1. according to the floating pile-stabilizing platform structure, the two branch support frames are arranged, the branch support frames are prefabricated and assembled on land, the two branch support frames are assembled together to form the support main body, the floating platform can be quickly built, construction risks are reduced, and construction speed is improved.
2. The floating pile-stabilizing platform structure is convenient for hoisting the split supporting frame by arranging the lifting lugs.
3. The floating pile-stabilizing platform structure is characterized in that the first reinforcing pipe and the second reinforcing pipe are arranged to reinforce the centralized part of the split supporting frame in the hand, so that the supporting strength of the split supporting frame is improved.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of a branching support frame structure of the present utility model;
FIG. 3 is a schematic view of the walkway and the operating platform of the present utility model;
FIG. 4 is a schematic side cross-sectional view of the present utility model at the position A-A in FIG. 3;
FIG. 5 is a schematic diagram of the structure of the present utility model;
FIG. 6 is a schematic diagram of the structure of the present utility model;
FIG. 7 is a schematic diagram of the structure of the present utility model;
fig. 8 is a schematic structural view of the present utility model.
The device comprises a branch supporting frame 1, a main steel pipe 2, a connecting steel pipe 3, a first connecting steel pipe 4, a second connecting steel pipe 5, a branch pipe 6, a positioning fixing frame 7, a walkway 8, a steel mesh plate 81, a guardrail 83, a mounting frame 9, a fender steel pipe 10, an operating platform 11, an inclined strut 12, a positioning lug plate 13, a compound plate 14, a first reinforcing pipe 15, a second reinforcing pipe 16, a cable pile 17 and a lifting lug.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1, a floating pile-stabilizing platform structure comprises two branch support frames 1, wherein the two branch support frames 1 are butted and mounted together through bolts;
The branch support frame 1 comprises two main steel pipes 2, a first connecting steel pipe 4 connected with the steel pipes 3 and two second connecting steel pipes 5, the connecting steel pipes 3 and the two main steel pipes 2 are arranged in parallel, the first connecting steel pipe 4 and the two second connecting steel pipes 5 are vertically connected between the two main steel pipes 2, the surfaces of the first connecting steel pipe 4 and the two second connecting steel pipes 5 are connected with the surface of the connecting steel pipe 3, two branch pipes 6 are arranged on two sides of the connecting steel pipe 3, and the branch pipes 6 are connected with the two first connecting steel pipes 4 respectively.
Referring to fig. 2-4, the tops of the two branch supporting frames 1 are respectively provided with a positioning fixing frame 7 and a walkway 8, both sides of the branch supporting frames 1 are respectively provided with a fender steel pipe 9, and the tops of the two branch supporting frames 1 are respectively symmetrically provided with an operation platform 10.
Referring to fig. 5, a positioning fixing frame 7 is disposed at the top of one of the main steel pipes 2, an inclined strut 11 is disposed on the surface of the positioning fixing frame 7, one end of the inclined strut 11 is connected with the surface of the main steel pipe 2, a positioning ear plate 12 is disposed at the top of the positioning fixing frame 7, and two sides of the positioning ear plate 12 are connected with multiple plates 13.
Referring to fig. 6 to 8, the pavement 8 includes a steel mesh plate 81 and a guardrail 82, wherein the top of the main steel pipe 2, the connecting steel pipe 3, the first connecting steel pipe 4 and the two second connecting steel pipes 5 are respectively provided with a mounting frame 83, the steel mesh plate 81 is laid at the top of the mounting frame 83, and the guardrail 82 is connected at the top of the mounting frame 83.
The fender steel pipe 9 is connected to the surface of the main steel pipe 2, and the diameter of the fender steel pipe 9 is 50mm.
Wherein, be provided with a plurality of first reinforcing pipes 14 between first connecting steel pipe 4 and the second connecting steel pipe 5, and first reinforcing pipe 14 is located the below of operation platform 10, the one end of every branch pipe 6 all is provided with the symmetry and is provided with second reinforcing pipe 15, one end and the surface connection of main steel pipe 2 of one of them second reinforcing pipe 15, the one end and the surface connection of second connecting steel pipe 5 of another second reinforcing pipe 15, the surface of main steel pipe 2 and first connecting steel pipe 4 all is provided with the cable stake 16, the surface of cable stake 16 is provided with a plurality of reinforcing rib plates, the surface and the main steel pipe 2 of reinforcing rib plate are connected.
Four lifting lugs 17 are arranged on each branch support frame 1, wherein two lifting lugs 17 are symmetrically arranged on the surface of the second connecting steel pipe 5, and the other two lifting lugs 17 are respectively arranged on the surfaces of the two branch pipes 6
The branch braced frame 1 is formed by welding a main steel pipe 2, a first connecting steel pipe 4 for connecting the steel pipe 3 and two second connecting steel pipes 5, lifting lugs 17 on the two branch braced frames 1 are butted with hoisting equipment during assembly, the two branch braced frames 1 are adjusted to be butted together by using bolts, a floating platform can be quickly built, the construction risk is reduced, the construction speed is improved, a positioning fixing frame 7 on the branch braced frames 1 is conveniently butted with a construction ship, and the position of the platform structure is conveniently positioned.
It is noted that relational terms such as first and second, and the like, are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions, and further, that the terms "comprise," "include," or any other variation thereof, are intended to cover a non-exclusive inclusion such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements, but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. The platform structure of the floating pile-stabilizing platform is characterized by comprising two branch support frames (1), wherein the two branch support frames (1) are butted and mounted together through bolts;
The branch support frame (1) comprises two main steel pipes (2), a first connecting steel pipe (4) and two second connecting steel pipes (5) which are connected with each other, the two main steel pipes (2) and the connecting steel pipe (3) are arranged in parallel, the first connecting steel pipe (4) and the two second connecting steel pipes (5) are vertically connected between the two main steel pipes (2), the surfaces of the first connecting steel pipe (4) and the two second connecting steel pipes (5) are connected with the surface of the connecting steel pipe (3), two branch pipes (6) are arranged on two sides of the connecting steel pipe (3), and the branch pipes (6) are connected with the two first connecting steel pipes (4) respectively.
2. The platform structure of the floating pile-stabilizing platform according to claim 1, wherein the tops of the two branch supporting frames (1) are provided with a positioning fixing frame (7) and a pavement (8), the two sides of the branch supporting frames (1) are provided with fender steel pipes (9), and the tops of the two branch supporting frames (1) are symmetrically provided with operation platforms (10).
3. The floating pile-stabilizing platform structure according to claim 2, wherein the positioning fixing frame (7) is arranged at the top of one of the main steel pipes (2), inclined supporting rods (11) are arranged on the surface of the positioning fixing frame (7), one ends of the inclined supporting rods (11) are connected with the surface of the main steel pipe (2), positioning lug plates (12) are arranged at the top of the positioning fixing frame (7), and compound plates (13) are connected to two sides of the positioning lug plates (12).
4. The floating pile-stabilizing platform structure according to claim 2, wherein the walkway (8) comprises a steel mesh plate (81) and guardrails (82), the tops of the main steel pipe (2), the connecting steel pipe (3), the first connecting steel pipe (4) and the two second connecting steel pipes (5) are respectively provided with an installation frame (83), the steel mesh plate (81) is paved at the top of the installation frame (83), and the guardrails (82) are connected at the top of the installation frame (83).
5. A platform structure of a floating pile-stabilizing platform according to claim 2, characterized in that the fender steel pipe (9) is connected to the surface of the main steel pipe (2), and the fender steel pipe (9) has a diameter of 50mm.
6. The floating pile-stabilizing platform structure according to claim 2, wherein a plurality of first reinforcing pipes (14) are arranged between the first connecting steel pipes (4) and the second connecting steel pipes (5), the first reinforcing pipes (14) are located below the operation platform (10), one end of each branch pipe (6) is symmetrically provided with a second reinforcing pipe (15), one end of one second reinforcing pipe (15) is connected with the surface of the main steel pipe (2), and one end of the other second reinforcing pipe (15) is connected with the surface of the second connecting steel pipe (5).
7. The floating pile-stabilizing platform structure according to claim 1, characterized in that the surfaces of the main steel pipe (2) and the first connecting steel pipe (4) are provided with bollards (16), the surface of the bollards (16) is provided with a plurality of reinforcing ribs, and the surface of the reinforcing ribs is connected with the main steel pipe (2).
8. The floating pile-stabilizing platform structure according to claim 1, wherein four lifting lugs (17) are arranged on each branch support frame (1), two lifting lugs (17) are symmetrically arranged on the surface of the second connecting steel pipe (5), and the other two lifting lugs (17) are respectively arranged on the surfaces of the two branch pipes (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323448087.2U CN222161261U (en) | 2023-12-18 | 2023-12-18 | Platform structure of floating pile stabilizing platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323448087.2U CN222161261U (en) | 2023-12-18 | 2023-12-18 | Platform structure of floating pile stabilizing platform |
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| Publication Number | Publication Date |
|---|---|
| CN222161261U true CN222161261U (en) | 2024-12-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323448087.2U Active CN222161261U (en) | 2023-12-18 | 2023-12-18 | Platform structure of floating pile stabilizing platform |
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| Country | Link |
|---|---|
| CN (1) | CN222161261U (en) |
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- 2023-12-18 CN CN202323448087.2U patent/CN222161261U/en active Active
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