Offshore photovoltaic steel pipe pile supporting structure storage tool

Abstract

The utility model relates to the technical field of steel pipe pile transportation tools, in particular to an offshore photovoltaic steel pipe pile supporting structure storage tool which comprises a supporting column and a base, splicing assemblies are arranged at the upper end and the lower end of the supporting column, wedge-shaped blocks are arranged on the two sides of the bottom of each steel pipe pile, and a first baffle is arranged between the wedge-shaped blocks of the adjacent steel pipe piles. The splicing assembly comprises an upper bottom plate and a lower bottom plate, a plurality of through holes are formed in the lower bottom plate, and a connecting plate capable of penetrating through the through holes is arranged on the upper bottom plate. The wedge-shaped blocks, the first baffles and the second baffles can be manufactured according to the sizes of the steel pipe piles so as to adapt to the steel pipe piles of different sizes, the overall frame for storing the tool can be continuously used and does not need to be specially customized, and the transportation cost is saved.

Description

Technical Field

[0001] The utility model relates to the technical field of steel pipe pile transportation tooling, in particular to a storage tooling for an offshore photovoltaic steel pipe pile supporting structure. Background Art

[0002] Steel pipe piles are the main components of the foundation support of offshore wind turbines, ensuring that the installation of offshore wind turbines is stable, safe and firm. Therefore, it is necessary to ensure that there are no hidden dangers in the storage and transportation of steel pipe piles before piling. The foundation of offshore wind turbines is mostly multi-pile foundation, and they are usually shipped as a whole set. The existing storage tooling is small in number and not firmly fixed, with the risk of scattering. In addition, the diameter of the transported steel pipe piles is fixed. Replacing steel pipe piles of different diameters requires re-making the tooling, which increases the cost.

[0003] CN213474115U discloses a universal steel pipe pile shipping bracket. The bracket has several support blocks on the base, with steel pipe piles placed between two adjacent support blocks. Several legs are attached to the sides of the base. The support blocks include upright posts and diagonal braces, with the diagonal braces positioned on either side of the upright posts. Reinforcement ribs are installed at the primary load-bearing locations of the base, and rubber pads are installed on the contact surfaces between the base and diagonal braces and the steel pipe piles. To increase the number of piles transported, the patent stacks the steel pipe piles in layers, posing a risk of the upper piles falling. Utility Model Content

[0004] In order to solve the problems existing in the prior art, the utility model provides a storage tooling for an offshore photovoltaic steel pipe pile supporting structure, which is used to solve the problems of small number of steel pipe piles to be transported and weak fixation.

[0005] In order to solve the above problems, the technical solution of the utility model is as follows: an offshore photovoltaic steel pipe pile supporting structure storage tooling, including pillars on both sides, a base is provided between the bottom ends of the two pillars, and splicing components that can splice the two storage tooling up and down are provided at the upper and lower ends of the pillars. Wedge blocks for fixing the steel pipe piles are provided on both sides of the bottom of the steel pipe piles, a first baffle is provided between the wedge blocks of adjacent steel pipe piles, and a second baffle is provided between the wedge blocks close to the pillars and the pillars.

[0006] Furthermore, the splicing assembly includes an upper base plate and a lower base plate arranged at the upper and lower ends of the pillar.

[0007] Furthermore, a plurality of through holes are provided on the lower base plate, and a connecting plate capable of passing through the through holes is provided on the upper base plate.

[0008] Furthermore, the lower bottom plate is provided with a plurality of threaded holes for fixing the lower bottom plate to the hull.

[0009] Furthermore, the pillars and base are welded by steel structures, and the pillars and base are made of H-shaped steel.

[0010] Furthermore, reinforcement plates are welded to the pillars and the base.

[0011] Furthermore, first lifting ears are provided in the grooves of the pillars on both sides respectively, and a binding belt for assisting in fixing the steel pipe pile downward is connected between the two first lifting ears, and ribs for reinforcement are provided on both sides of the first lifting ears.

[0012] Furthermore, a plurality of second lifting ears are provided on the outside of the pillar, and ribs for reinforcement are provided on both sides of the second lifting ears.

[0013] Furthermore, rubber pads are provided between adjacent steel pipe piles.

[0014] Compared with the existing technology, the utility model has the following beneficial effects: the storage tooling can be spliced ​​up and down, which greatly increases the transportation quantity; the bottom of the steel pipe pile is fixed by a wedge block, a first baffle, and a second baffle, and is further fixed by a binding belt, which fixes it firmly and reduces the risk of scattering; the wedge block, the first baffle, and the second baffle can be made according to the size of the steel pipe pile, so as to adapt to steel pipe piles of different sizes; the overall frame of the storage tooling can be used continuously without special customization, saving transportation costs. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 This is a schematic diagram of the structure of the utility model with upper and lower splicing;

[0016] Figure 2 This is a schematic diagram of the top view of the structure of the utility model;

[0017] Figure 3 This is a schematic diagram of the top view of the lower base plate of the utility model.

[0018] In the figure: 1 pillar, 2 base, 3 steel pipe pile, 4 wedge block, 5 first baffle, 6 second baffle, 7 upper base plate, 8 lower base plate, 9 through hole, 10 connecting plate, 11 threaded hole, 12 reinforcement plate, 13 first lifting ear, 14 binding belt, 15 second lifting ear, 16 rubber pad. DETAILED DESCRIPTION

[0019] like Figure 1 、 Figure 2 As shown, an offshore photovoltaic steel pipe pile supporting structure storage tooling includes pillars 1 on both sides, a base 2 is provided between the bottom ends of the two pillars 1, and splicing components that can splice the two storage toolings up and down are provided at the upper and lower ends of the pillars 1. Wedge blocks 4 for fixing the steel pipe piles 3 are provided on both sides of the bottom of the steel pipe piles 3, a first baffle 5 is provided between the wedge blocks 4 of adjacent steel pipe piles 3, and a second baffle 6 is provided between the wedge blocks 4 close to the pillars 1 and the pillars 1.

[0020] The splicing assembly includes an upper base plate 7 and a lower base plate 8 provided at the upper and lower ends of the pillar 1. A plurality of through holes 9 are provided on the lower base plate 8. A connecting plate 10 that can pass through the through holes 9 is provided on the upper base plate 7. The lower base plate 8 is provided with a plurality of threaded holes 11 for fixing the lower base plate 8 to the hull.

[0021] The pillar 1 and the base 2 are welded with steel structures. The pillar 1 and the base 2 are made of H-shaped steel. Reinforcement plates 12 are welded on the pillar 1 and the base 2 to improve the load-bearing capacity. Steel pipes can also be welded in the grooves of the pillar 1 to facilitate workers to climb up and down.

[0022] First lifting ears 13 are correspondingly provided in the grooves of the pillars 1 on both sides. A binding belt 14 for assisting in fixing the steel pipe pile 3 downward is connected between the two first lifting ears 13. Ribs for reinforcement are provided on both sides of the first lifting ears 13.

[0023] A plurality of second lifting ears 15 are provided on the outside of the pillar 1 , and ribs for reinforcement are provided on both sides of the second lifting ears 15 .

[0024] Rubber pads 16 are provided between adjacent steel pipe piles 3 to prevent the steel pipe piles 3 from colliding with each other and wearing out.

[0025] In this application, the storage tooling has a simple structure, and multiple storage tooling can be placed horizontally to accommodate steel pipe piles of different lengths. It can also be spliced ​​up and down, which increases the transportation quantity and reduces the transportation cost. The sizes of the wedge block 4, the first baffle 5, and the second baffle 6 can be adjusted to accommodate steel pipe piles of different diameters, and the application range is wider.

[0026] The above specific implementation methods are only used to illustrate the technical solution of the utility model and are not limiting. Although the utility model is described in detail with reference to examples, ordinary technicians in this field should understand that the technical solution of the utility model can be modified or replaced by equivalents without departing from the scope of the technical solution of the utility model, which should be included in the scope of the claims of the utility model.

Claims

1. A storage tool for an offshore photovoltaic steel pipe pile supporting structure, characterized by: It includes pillars on both sides, a base is provided between the bottom ends of the two pillars, splicing components are provided at the upper and lower ends of the pillars for splicing the two storage tooling up and down, wedge blocks for fixing the steel pipe piles are provided on both sides of the bottom of the steel pipe piles, a first baffle is provided between the wedge blocks of adjacent steel pipe piles, and a second baffle is provided between the wedge blocks close to the pillars and the pillars.

2. The offshore photovoltaic steel pipe pile support structure storage tooling according to claim 1 is characterized by: The splicing assembly includes an upper base plate and a lower base plate arranged at the upper and lower ends of the pillar.

3. The offshore photovoltaic steel pipe pile support structure storage tooling according to claim 2 is characterized by: A plurality of through holes are arranged on the lower base plate, and a connecting plate which can pass through the through holes is arranged on the upper base plate.

4. The offshore photovoltaic steel pipe pile support structure storage tooling according to claim 3 is characterized by: The lower bottom plate is provided with a plurality of threaded holes for fixing the lower bottom plate on the hull.

5. The offshore photovoltaic steel pipe pile support structure storage tooling according to claim 4 is characterized in that: The support and the base are welded by steel structure, and the support and the base are made of H-shaped steel.

6. The offshore photovoltaic steel pipe pile support structure storage tooling according to claim 5, characterized in that: Reinforcement plates are welded to the pillars and base.

7. The offshore photovoltaic steel pipe pile support structure storage tooling according to claim 6, characterized in that: First lifting ears are correspondingly provided in the grooves of the pillars on both sides. A binding belt for assisting in fixing the steel pipe pile downward is connected between the two first lifting ears. Ribs for reinforcement are provided on both sides of the first lifting ears.

8. The offshore photovoltaic steel pipe pile support structure storage tooling according to claim 7, characterized in that: A plurality of second lifting ears are arranged on the outside of the pillar, and rib plates for reinforcement are arranged on both sides of the second lifting ears.

9. The offshore photovoltaic steel pipe pile support structure storage tooling according to claim 8, characterized in that: Rubber pads are provided between the adjacent steel pipe piles.

Images