A large prefabricated pipe pile for offshore photovoltaic systems with reinforced structure

Abstract

This utility model relates to the field of marine photovoltaic pile technology, specifically a large prefabricated marine photovoltaic pipe pile with a reinforced structure. It includes a spiral pipe, a conical pipe fixedly connected to one end of the spiral pipe, a top-layer steel pipe fixedly connected to the other end of the conical pipe, a support plate fixedly connected to one end of the top-layer steel pipe, a sealing groove in the middle of the support plate, a sealing gasket inserted into the sealing groove, and an outer reinforcement body inserted into the sealing groove. The other end of the outer reinforcement body is fixedly connected to a fixing component. The large prefabricated marine photovoltaic pipe pile with a reinforced structure proposed in this utility model mainly achieves this by inserting an outer reinforcement body into the top-layer steel plate and fixing it with threaded connections via a fixing ring on the fixing component. Furthermore, a rotating groove engages with a limiting block and a pressure cap ring, which, under spring compression, press against a lifting block on the top-layer steel pipe for further fixation to prevent thread loosening. The outer reinforcement body, composed of galvanized steel plate and a honeycomb buffer layer, effectively reinforces the top-layer steel pipe.

Description

Technical Field

[0001] This utility model relates to the field of marine photovoltaic pile technology, specifically a large prefabricated marine photovoltaic pipe pile with a reinforced structure. Background Technology

[0002] Offshore photovoltaic power plants require large prefabricated pipe piles as a foundation for supporting the photovoltaic system. These piles are typically prefabricated in factories using high-strength concrete or steel, and are characterized by corrosion resistance, wind and wave resistance, and long-term durability. Existing steel pipe piles for offshore photovoltaic systems usually consist of three parts: a large-diameter spiral steel pipe at the bottom, a conical pipe in the middle, and a top layer steel pipe. The large-diameter spiral steel pipe is designed to be inserted well into the seabed and its spiral grooves increase the contact area with the seabed pattern, thereby increasing the pile's bearing capacity. One end of the top layer steel pipe is fixedly connected to a pile top flange for connecting the offshore photovoltaic panel support.

[0003] In the current technology, the top layer of large precast steel pipe piles used for offshore photovoltaic power generation typically consists of only one layer of steel plate. However, the top layer of steel pipe is frequently exposed to the impact of waves. The existing single-layer steel pipe is easily deformed by the impact of waves, which affects the stability and safety of the offshore photovoltaic power station. There is a lack of corresponding reinforced structures in this area, which needs to be improved and optimized. Utility Model Content

[0004] The purpose of this utility model is to provide a large prefabricated marine photovoltaic pipe pile with a reinforced structure to solve the problems mentioned in the background art.

[0005] To achieve the above objectives, this utility model provides the following technical solution: A large prefabricated marine photovoltaic pipe pile with a reinforced structure includes a spiral pipe, one end of which is fixedly connected to a conical pipe, the other end of which is fixedly connected to a top steel pipe, the other end of which is fixedly connected to a pile top flange, lifting blocks symmetrically fixedly connected to both ends of the spiral pipe, lifting blocks symmetrically fixedly connected to both ends of the top steel pipe, a support plate fixedly connected to one end of the top steel pipe, a sealing groove provided in the middle of the support plate, a sealing gasket inserted in the sealing groove, an external reinforcement body inserted in the sealing groove, and a fixing component fixedly connected to the other end of the external reinforcement body.

[0006] Preferably, one end of the support plate is fixedly connected to a diagonal brace, and the other end of the diagonal brace is fixedly connected to the spinal canal.

[0007] Preferably, the top steel pipe is symmetrically fixedly connected to limit plates at both ends, one end of the top steel pipe is provided with a thread, the two ends of the top steel pipe are symmetrically provided with limit blocks, the middle of the outer reinforcement is symmetrically provided with limit slots, the limit plates are correspondingly inserted into the limit slots, and one end of the outer reinforcement is provided with scale lines.

[0008] Preferably, the external reinforcement comprises a galvanized steel plate, and a honeycomb buffer layer is fixedly connected inside the galvanized steel plate.

[0009] Preferably, the fixing component includes a fixing ring, which is threaded to a threaded wire. The fixing ring has a rotating groove in the middle, in which a limit block is rotatably engaged. A sealing ring is inserted into one end of the fixing ring, and the other end of the sealing ring is pressed against an outer reinforcing body. A spring is fixedly connected to the other end of the fixing ring, and a pressure cover ring is fixedly connected to the other end of the spring.

[0010] Preferably, the fixing ring and the pressing cover ring are symmetrically provided with limiting insertion ports in the middle.

[0011] Compared with the prior art, the beneficial effects of this utility model are:

[0012] The present invention proposes a large prefabricated pipe pile for marine photovoltaic systems with a reinforced structure. This is mainly achieved by inserting an external reinforcement body into the top steel plate and fixing it with a threaded connection of a fixing ring on a fixing component. The lifting block on the top steel pipe is further fixed by a rotating slot clamping limit block and a pressure cover ring under the action of a spring to prevent the threads from loosening. The external reinforcement body, composed of galvanized steel plate and honeycomb buffer layer, effectively strengthens and reinforces the top steel pipe. Attached Figure Description

[0013] Figure 1 This is a structural schematic diagram of a large prefabricated pipe pile for offshore photovoltaic systems with a reinforced structure.

[0014] Figure 2 An exploded view of a large prefabricated pipe pile for offshore photovoltaic systems with a reinforced structure.

[0015] Figure 3 for Figure 2 Enlarged diagram of part A in the middle;

[0016] Figure 4 This is a partial structural cross-sectional view of a large prefabricated pipe pile for offshore photovoltaic systems with a reinforced structure.

[0017] Figure 5 for Figure 4 Enlarged diagram of part B in the middle;

[0018] Figure 6 This is a cross-sectional view of the external reinforcement.

[0019] In the diagram: 1. Spiral tube; 2. Top steel pipe; 3. Pile top flange; 4. Lifting block; 5. Support plate; 6. Sealing groove; 7. Outer reinforcement; 8. Galvanized steel plate; 801. Honeycomb buffer layer; 802. Fixing ring; 901. Rotating groove; 902. Sealing ring; 903. Spring; 904. Pressure cover ring; 905. Limiting socket; 906. Sealing gasket; 10. Diagonal brace; 11. Limiting plate; 12. Scale line; 13. Thread; 14. Limiting block; 15. Limiting slot; 16. Detailed Implementation

[0020] The technical solutions in the embodiments of this utility model will be clearly and completely described below. All other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this utility model.

[0021] Please see Figures 1 to 6 This utility model provides the following two technical solutions:

[0022] Example 1: A large precast offshore photovoltaic pipe pile with a reinforced structure includes a spiral pipe 1, a conical pipe 2 fixedly connected to one end of the spiral pipe 1, a top steel pipe 3 fixedly connected to the other end of the conical pipe 2, a pile top flange 4 fixedly connected to the other end of the top steel pipe 3, lifting blocks 5 symmetrically fixedly connected to both ends of the spiral pipe 1, lifting blocks 5 symmetrically fixedly connected to both ends of the top steel pipe 3, a support plate 6 fixedly connected to one end of the top steel pipe 3, a sealing groove 7 provided in the middle of the support plate 6, a sealing gasket 10 inserted into the sealing groove 7, and an external reinforcement 8 also inserted into the sealing groove 7. The other end is fixedly connected to a fixing component; one end of the support plate 6 is fixedly connected to a diagonal brace 11, and the other end of the diagonal brace 11 is fixedly connected to the vertebral canal 2; the top steel pipe 3 is symmetrically fixedly connected to two ends of a limiting plate 12, one end of the top steel pipe 3 is provided with a threaded thread 14, and the two ends of the top steel pipe 3 are symmetrically provided with limiting blocks 15; the middle of the outer reinforcement body 8 is symmetrically provided with a limiting slot 16, and the limiting plate 12 is correspondingly inserted into the limiting slot 16; one end of the outer reinforcement body 8 is provided with a scale line 13; the outer reinforcement body 8 includes a galvanized steel plate 801, and a honeycomb buffer layer 802 is fixedly connected inside the galvanized steel plate 801.

[0023] In use, a support plate 6 is fixedly connected to one end of the top steel pipe 3. The support plate 6 is fixed by multiple sets of diagonal bracing plates 11 connected to the vertebral pipe 2. One end of the support plate 6 is provided with a sealing groove 7 and an outer reinforcement 8 is inserted. A sealing gasket 10 is inserted between the two to play a sealing role. When the outer reinforcement 8 is inserted into the top steel pipe 3, the limiting slot 16 is aligned with the lifting block 5 and the limiting plate 12 on the top steel pipe 3 and inserted, and fixed by the fixing component. The outer reinforcement 8 is composed of an outer galvanized steel plate 801 and an inner honeycomb buffer layer 802. The galvanized steel plate 801 has good impact resistance and corrosion resistance. The honeycomb buffer layer 802 plays a role in buffering the impact of sea waves. The scale line 13 on the outside of the outer reinforcement 8 is used to observe the water level.

[0024] Example 2: Based on Example 1, the fixing component includes a fixing ring 901, which is threaded to the threaded wire 14. The fixing ring 901 has a rotating groove 902 in the middle, and a limiting block 15 is rotatably engaged in the rotating groove 902. A sealing ring 903 is inserted into one end of the fixing ring 901, and the other end of the sealing ring 903 is pressed against the outer reinforcing body 8. A spring 904 is fixedly connected to the other end of the fixing ring 901, and a pressure cover ring 905 is fixedly connected to the other end of the spring 904. A limiting insertion port 906 is symmetrically provided in the middle of the fixing ring 901, and a limiting insertion port 906 is symmetrically provided in the middle of the pressure cover ring 905.

[0025] In use, the fixing component fixes the outer reinforcement 8 mainly by first fixing it with the threaded connection 14 of the fixing ring 901. The limiting block 15 locked in the rotating groove 902 and the multiple sets of springs 904 fixed at the other end of the fixing ring 901 squeeze the pressure cover ring 905 and squeeze the lifting blocks 5 on both sides of the top steel pipe 3 to play an auxiliary fixing role and prevent the threaded connection from loosening. When inserting, the limiting socket 906 is aligned with the lifting block 5 and the limiting block 15 on the top steel pipe 3 and inserted. The fixing ring 901 is rotated to make the threaded connection. After rotation, the limiting block 15 is also locked into the rotating groove 902. During rotation, the pressure cover ring 905 needs to be pressed down to make it lower than the lifting block 5. A sealing gasket 10 is directly inserted between the outer reinforcement 8 and the fixing ring 901 to increase the sealing performance.

[0026] Although embodiments of the present invention 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 to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A large precast precast pipe pile for offshore photovoltaic systems with a reinforced structure, comprising a spiral pipe (1), one end of which is fixedly connected to a conical pipe (2), the other end of which is fixedly connected to a top steel pipe (3), the other end of which is fixedly connected to a pile top flange (4), and lifting blocks (5) symmetrically fixedly connected to both ends of the spiral pipe (1) and the top steel pipe (3), characterized in that: One end of the top steel pipe (3) is fixedly connected to a support plate (6), and a sealing groove (7) is provided in the middle of the support plate (6). A sealing gasket (10) is inserted into the sealing groove (7), and an outer reinforcement (8) is also inserted into the sealing groove (7). The other end of the outer reinforcement (8) is fixedly connected to a fixing component.

2. The large prefabricated pipe pile for offshore photovoltaic systems with a reinforced structure according to claim 1, characterized in that: One end of the support plate (6) is fixedly connected to the inclined brace plate (11), and the other end of the inclined brace plate (11) is fixedly connected to the spinal canal (2).

3. A large prefabricated pipe pile for offshore photovoltaic systems with a reinforced structure according to claim 1, characterized in that: The top steel pipe (3) is symmetrically fixedly connected to the two ends of the limiting plate (12), the top steel pipe (3) is provided with a thread (14) at one end, the top steel pipe (3) is provided with a limiting block (15) symmetrically at both ends, the outer reinforcement (8) is provided with a limiting slot (16) symmetrically in the middle, the limiting plate (12) is inserted into the limiting slot (16) accordingly, and the outer reinforcement (8) is provided with a scale line (13) at one end.

4. A large prefabricated pipe pile for offshore photovoltaic systems with a reinforced structure according to claim 1, characterized in that: The external reinforcement (8) includes a galvanized steel plate (801), and a honeycomb buffer layer (802) is fixedly connected inside the galvanized steel plate (801).

5. A large prefabricated pipe pile for offshore photovoltaic systems with a reinforced structure according to claim 1, characterized in that: The fixing component includes a fixing ring (901), which is threaded to a threaded wire (14). The fixing ring (901) has a rotating groove (902) in the middle, and a limiting block (15) is rotated and engaged in the rotating groove (902). A sealing ring (903) is inserted into one end of the fixing ring (901), and the other end of the sealing ring (903) is pressed against the outer reinforcement (8). A spring (904) is fixedly connected to the other end of the fixing ring (901), and a pressure cover ring (905) is fixedly connected to the other end of the spring (904).

6. A large prefabricated offshore photovoltaic pipe pile with a reinforced structure according to claim 5, characterized in that: The fixing ring (901) is symmetrically provided with a limiting socket (906) in the middle, and the pressing cover ring (905) is symmetrically provided with a limiting socket (906) in the middle.

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