Screw pile for mountain photovoltaic support

By designing the ferrule and connecting plate structure in the spiral piles for mountain photovoltaic brackets, the problem of unstable installation of spiral piles in mountainous environments is solved, and higher installation stability is achieved.

CN223176721UActive Publication Date: 2025-08-01BEIJING RETEC NEW ENERGY TECHNOLOGY CO LTD
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Patent Information

Application Number
CN202422331014.3
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-24
Publication Date
2025-08-01
Estimated Expiration
2034-09-24

AI Technical Summary

Technical Problem

In mountainous environments, the surface rock-sized binding force of traditional spiral piles is insufficient, resulting in unstable installation.

Method used

A spiral pile for mountain photovoltaic brackets is designed, including the spiral pile main body, flange, ferrule, connecting plate and rotating rod. By digging holes on the surface and punching the ferrule into it, the stability is improved by combining backfill of the geotechnical and support plates.

Benefits of technology

The installation stability of spiral piles in mountainous environments is enhanced, and the overall fixation effect of spiral piles is improved through the close contact between the hoop and the surface rock and soil and backfilling the rock and soil.

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Abstract

The utility model provides a screw pile for a mountain photovoltaic support, and belongs to the field of photovoltaic technology. Comprising a screw pile body, a drill bit used for drilling underground is arranged at one end of the screw pile body, a flange plate is coaxially and fixedly arranged at the other end of the screw pile body, a plurality of through holes are formed in the flange plate, positioning columns used for being matched with the through holes in an inserted mode are arranged on drilling equipment, and screw blades are arranged at the end, close to the drill bit, of the screw pile body. The end, away from the spiral blade, of the spiral pile body is coaxially sleeved with a hoop used for being embedded into the ground surface layer, a plurality of connecting plates are connected between the spiral pile body and the hoop in the circumferential direction of the spiral pile body, and a filler cavity used for backfilling rock soil is formed between every two adjacent connecting plates. According to the screw pile for the mountain photovoltaic support, the constraining force of surface rock soil on the screw pile body can be increased through the hoop, and then the mounting stability of the screw pile body is improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of photovoltaics, in particular to a screw pile for a mountain photovoltaic support. Background Art

[0002] Photovoltaic is the abbreviation of solar photovoltaic power generation system, which is a new power generation system that uses the photovoltaic effect of solar cell semiconductor materials to directly convert solar radiation energy into electrical energy.

[0003] When constructing a solar photovoltaic power generation system in a mountainous environment, it is typically necessary to drive multiple ground piles into the ground. These piles are then used to install photovoltaic racks, and finally, to mount solar panels on the racks. These piles are typically screw piles, with a drill bit at one end and spiral blades wrapped around the outer wall. Traditionally, the installation method involves using ground drilling equipment to clamp the end of the pile away from the drill bit and rotate it into the ground.

[0004] However, when driving screw piles in mountainous environments, the surface rock and soil is softer than the deep rock and soil, and the outer diameter of the screw piles is smaller, which makes it easy for the surface rock and soil to have insufficient restraint on the screw piles, resulting in unstable installation of the screw piles. Utility Model Content

[0005] In view of the above problems, the utility model provides a screw pile for mountain photovoltaic support.

[0006] In order to achieve the above-mentioned purpose of the invention, the technical solution adopted by the present invention is as follows:

[0007] Provided is a spiral pile for a mountain photovoltaic support, which is used to be driven into the ground with the cooperation of a drilling equipment. It includes a spiral pile body, one end of the spiral pile body is provided with a drill bit for drilling into the ground, the other end of the spiral pile body is coaxially fixed with a flange, the flange is provided with a plurality of through holes, the drilling equipment is provided with a positioning column for plugging and cooperating with the through holes, the end of the spiral pile body close to the drill bit is provided with a spiral leaf, the end of the spiral pile body away from the spiral leaf is coaxially sleeved with a hoop for burying in the surface layer, a plurality of connecting plates are circumferentially connected around the spiral pile body between the spiral pile body and the hoop, and a filling cavity for backfilling rock and soil is formed between two adjacent connecting plates.

[0008] Furthermore, the connecting plate includes a fixed plate and a moving plate slidably arranged on the fixed plate along the radial direction of the spiral pile body. The fixed plate is fixedly arranged on the outer wall of the spiral pile body. The hoop is divided into a plurality of baffles around its circumference, and the plurality of baffles are correspondingly connected to the moving plate one by one. The fixed plate is provided with a first limiting member for restricting the movement of the moving plate relative to itself. The first limiting member includes a first limiting bolt. One end of the fixed plate away from the spiral pile body is provided with a groove for accommodating the moving plate. A plurality of first threaded holes are spaced along the moving direction of the moving plate on the side wall of the moving plate. A limiting hole communicating with the groove is provided on the side wall of the fixed plate at the end away from the spiral pile body. The first limiting bolt passes through the limiting hole and is threadedly connected to the first threaded hole.

[0009] Furthermore, an elastic connecting piece is movably arranged between two adjacent baffles. Installation grooves for inserting the connecting piece are provided at both ends of the baffle. The baffle is provided with a second limiting member for restricting the movement of the connecting piece. The second limiting member includes a second limiting bolt. A second threaded hole communicating with the installation groove is provided on the side wall of the baffle. The second limiting bolt is threadedly connected to the second threaded hole and is in movable abutment with the connecting piece.

[0010] Furthermore, a plurality of rotating rods are arranged around the circumference of the outer wall of the flange. One end of the rotating rod is rotatably arranged on the outer wall of the flange, and a support plate for fitting the ground surface is rotatably arranged at the other end of the rotating rod. Positioning screws for driving into the ground are arranged on the support plate.

[0011] Furthermore, the spiral pile body is a hollow steel pipe, and the inner ring side of the flange is communicated with the inside of the spiral pile body. Vent holes communicating with the inside of the spiral pile body are provided on the outer wall of the end of the spiral pile body away from the flange.

[0012] The beneficial effects of the present utility model are as follows: Before driving the spiral pile body, construction workers need to dig a hole for accommodating the hoop at the piling position, and then use drilling equipment to rotate and drive the spiral pile body into the ground; when the spiral pile body is driven into the ground, the hoop drills into the hole and is in close contact with the inner side wall of the hole; since the outer diameter of the hoop is larger than the outer diameter of the spiral pile body, when driving the spiral pile body, the hoop can increase the binding force of the surface rock and soil on the spiral pile body, thereby improving the installation stability of the spiral pile body. Description of the Drawings

[0013] Figure 1 It is a schematic diagram of the overall structure of a spiral pile for a mountain photovoltaic support in an embodiment of the present application.

[0014] Figure 2 It is a schematic diagram of the structure of another perspective of a spiral pile for a mountain photovoltaic support in an embodiment of the present application.

[0015] Figure 3 It is a schematic diagram of the hoop structure of a spiral pile for a mountain photovoltaic support in an embodiment of the present application.

[0016] Among them, 1. Screw pile body; 11. Screw blade; 12. Vent hole; 2. Flange; 21. Through hole; 3. Hoop; 31. Baffle; 4. Connecting plate; 41. Fixed plate; 42. Movable plate; 5. First limiting member; 6. Connecting piece; 7. Second limiting member; 8. Rotating rod; 81. Support plate; 82. Positioning screw. Specific implementation manner

[0017] In order to better understand the above technical solution, the above technical solution will be described in detail below in conjunction with the specification drawings and specific implementation manners.

[0018] The embodiment of the present application discloses a screw pile for a mountain photovoltaic support. Referring to Figure 1 、 Figure 2 and Figure 3 , it includes a screw pile body 1. One end of the screw pile body 1 is integrally fixed with a drill bit for drilling into the ground, and the other end of the screw pile body 1 is coaxially welded and fixed with a flange 2. A plurality of through holes 21 are formed in the flange 2, and a positioning column for plugging and cooperating with the through holes 21 is installed on the drilling equipment. One end of the screw pile body 1 close to the drill bit is welded and fixed with a screw blade 11, and a hoop 3 for burying into the surface layer is coaxially sleeved on the end of the screw pile body 1 far from the screw blade 11. A plurality of connecting plates 4 are circumferentially connected between the screw pile body 1 and the hoop 3 around the screw pile body 1, and a filler cavity for backfilling rock and soil is formed between two adjacent connecting plates 4.

[0019] In the embodiment of the present application, construction workers can install the screw pile body 1 on the drilling equipment, and insert the positioning column on the drilling equipment into the through holes 21 of the flange 2, and then start the drilling equipment to rotate and drive the screw pile body 1 into the ground. In order to facilitate driving the hoop 3 into the surface layer, construction workers can dig a pit for accommodating the hoop 3 at the piling position before driving the screw pile body 1. When the screw pile body 1 is driven into the ground, the hoop 3 drills into the pit and is in close contact with the inner side wall of the pit. Since the outer diameter of the hoop 3 is larger than the outer diameter of the screw pile body 1, when driving the screw pile body 1, the hoop 3 can increase the binding force of the surface rock and soil on the screw pile body 1, thereby improving the installation stability of the screw pile body 1. Backfilling the excavated rock and soil into the filler cavity and tamping it can further improve the installation stability of the screw pile body 1.

[0020] Specifically, the connecting plate 4 includes a fixed plate 41 and a moving plate 42 slidably arranged on the fixed plate 41 along the radial direction of the screw pile body 1. The fixed plate 41 is welded to the outer wall of the screw pile body 1. The hoop 3 is circumferentially divided into a plurality of baffles 31, and the plurality of baffles 31 are welded to the moving plate 42 one by one. A first limiting member 5 for restricting the movement of the moving plate 42 relative to itself is installed on the fixed plate 41. The first limiting member 5 includes a first limiting bolt. A groove for accommodating the moving plate 42 is formed at one end of the fixed plate 41 away from the screw pile body 1. A plurality of first threaded holes are formed at intervals on the side wall of the moving plate 42 along its moving direction. A limiting hole communicating with the groove is formed at one end of the side wall of the fixed plate 41 away from the screw pile body 1. The first limiting bolt passes through the limiting hole and is threadedly connected to the first threaded hole.

[0021] In the embodiment of the present application, for areas where the surface soil and rock are relatively soft, the moving plate 42 can be slid to extend the overall length of the connecting plate 4, and the movement of the moving plate 42 can be restricted by the first limiting bolt, thereby increasing the outer diameter of the hoop 3. In this way, it can be ensured that the surface soil and rock can restrain the screw pile body 1, further improving the installation stability of the screw pile body 1.

[0022] In order to improve the overall stability between the plurality of baffles 31, an elastic connecting piece 6 is movably arranged between two adjacent baffles 31. Installation grooves for inserting the connecting piece 6 are provided at both ends of the baffle 31. A second limiting member 7 for restricting the movement of the connecting piece 6 is installed on the baffle 31. The second limiting member 7 includes a second limiting bolt. A second threaded hole communicating with the installation groove is formed on the side wall of the baffle 31. The second limiting bolt is threadedly connected to the second threaded hole and is in movable abutment with the connecting piece 6.

[0023] In the embodiment of the present application, the connecting piece 6 can be made of a metal elastic sheet. When the construction worker slides the moving plate 42 and increases the length of the connecting plate 4, the distance between two adjacent baffles 31 will also expand. Since both ends of the connecting piece 6 are respectively inserted into the corresponding installation grooves, the construction worker can tighten the second limiting bolt to abut against the connecting piece 6, so that the plurality of baffles 31 can form an integral body through the connecting piece 6, further improving the overall stability between the plurality of baffles 31.

[0024] In order to improve the installation stability of the screw pile body 1, a plurality of rotating rods 8 are circumferentially arranged on the outer wall of the flange plate 2. One end of the rotating rod 8 is rotatably arranged on the outer wall of the flange plate 2, and a support plate 81 for fitting the ground surface is rotatably arranged at the other end of the rotating rod 8. A positioning screw 82 for driving into the ground is installed on the support plate 81.

[0025] In the embodiment of the present application, the construction worker can use relevant equipment to rotate the positioning screw 82 into the ground and firmly nail the support plate 81 to the ground surface, thereby further improving the installation stability of the screw pile body 1.

[0026] Further, the screw pile body 1 is a hollow steel pipe, and the inner ring side of the flange 2 is communicated with the inside of the screw pile body 1. An air vent 12 communicated with its own inside is opened on the outer wall of one end of the screw pile body 1 away from the flange 2.

[0027] In the embodiment of the present application, using a hollow steel pipe can reduce the overall weight of the screw pile body 1 so that the screw pile body 1 can be installed on the earth drilling equipment. When it rains, the accumulated water inside the screw pile body 1 can be drained out through the air vent 12.

[0028] In other embodiments of the present application, after the screw pile body 1 is installed, construction workers can fill the inside of the screw pile body 1 with concrete to increase the installation stability of the screw pile body 1.

[0029] The implementation principle of the screw pile for a mountain photovoltaic support in the embodiment of the present application is as follows: Before driving the screw pile body 1, construction workers need to dig a hole at the piling position for accommodating the ferrule 3, and then use the earth drilling equipment to rotate and drive the screw pile body 1 into the ground. When the screw pile body 1 is driven into the ground, the ferrule 3 drills into the hole and is in close contact with the inner side wall of the hole. Since the outer diameter of the ferrule 3 is larger than the outer diameter of the screw pile body 1, when driving the screw pile body 1, the binding force of the surface rock and soil on the screw pile body 1 can be increased through the ferrule 3, thereby improving the installation stability of the screw pile body 1. Backfilling the excavated rock and soil into the filler cavity and tamping it can further improve the installation stability of the screw pile body 1.

[0030] Those skilled in the art should understand that although the preferred embodiments of the present invention have been described, once those skilled in the art know the basic creative concept, additional changes and modifications can be made to these embodiments. Therefore, the appended claims are intended to be interpreted as including the preferred embodiments and all changes and modifications falling within the scope of the present invention. Obviously, those skilled in the art can make various changes and variations to the present invention without departing from the spirit and scope of the present invention. Thus, if these modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalent technologies, the present invention is also intended to include these modifications and variations.

Claims

1. A screw pile for a mountain photovoltaic support, which is used to be driven into the ground in cooperation with a drilling device, and is characterized in that: It includes a screw pile body (1). One end of the screw pile body (1) is provided with a drill bit for drilling into the ground. The other end of the screw pile body (1) is coaxially fixed with a flange plate (2). A plurality of through holes (21) are formed in the flange plate (2). The drilling equipment is provided with positioning columns for plugging and mating with the through holes (21). One end of the screw pile body (1) close to the drill bit is provided with screw blades (11). The end of the screw pile body (1) far from the screw blades (11) is coaxially sleeved with a hoop (3) for being buried in the surface layer. A plurality of connecting plates (4) are circumferentially connected around the screw pile body (1) between the screw pile body (1) and the hoop (3). A filler cavity for backfilling rock and soil is formed between two adjacent connecting plates (4).

2. The helical pile for a mountain photovoltaic support according to claim 1, wherein: The connecting plate (4) includes a fixed plate (41) and a moving plate (42) slidably arranged on the fixed plate (41) along the radial direction of the screw pile body (1). The fixed plate (41) is fixed on the outer wall of the screw pile body (1). The hoop (3) is divided into a plurality of baffles (31) around its own circumference, and the plurality of baffles (31) are correspondingly connected to the moving plate (42). The fixed plate (41) is provided with a first limiting member (5) for restricting the movement of the moving plate (42) relative to itself. The first limiting member (5) includes a first limiting bolt. One end of the fixed plate (41) far from the screw pile body (1) is provided with a groove for accommodating the moving plate (42). A plurality of first threaded holes are spaced along the moving direction of the moving plate (42) on the side wall of the moving plate (42). A limiting hole communicated with the groove is formed on the side wall of the fixed plate (41) at the end far from the screw pile body (1). The first limiting bolt passes through the limiting hole and is threadedly connected in the first threaded hole.

3. The helical pile for a mountain photovoltaic support according to claim 2, wherein: An elastic connecting piece (6) is movably arranged between two adjacent baffles (31). Installation grooves for inserting the connecting piece (6) are provided at both ends of the baffle (31). The baffle (31) is provided with a second limiting member (7) for restricting the movement of the connecting piece (6). The second limiting member (7) includes a second limiting bolt. A second threaded hole communicated with the installation groove is formed on the side wall of the baffle (31). The second limiting bolt is threadedly connected in the second threaded hole and is movably abutted against the connecting piece (6).

4. The screw pile for a mountain photovoltaic support according to claim 1, characterized in that: A plurality of rotating rods (8) are arranged around the circumference of the outer wall of the flange plate (2). One end of the rotating rod (8) is rotatably arranged on the outer wall of the flange plate (2). A support plate (81) for fitting the ground surface is rotatably arranged at the other end of the rotating rod (8). A positioning screw (82) for being driven into the ground is arranged on the support plate (81).

5. The screw pile for a mountain photovoltaic support according to claim 1, characterized in that: The screw pile body (1) is a hollow steel pipe, and the inner ring side of the flange plate (2) is communicated with the inside of the screw pile body (1). A ventilation hole (12) communicated with its own inside is formed on the outer wall of the screw pile body (1) at the end far from the flange plate (2).