Fishpond ridge photovoltaic support and mounting and laying method thereof

By designing a photovoltaic bracket suitable for narrow spaces, using prestressed concrete pipe piles and adjustable support structures, the problem of low land use efficiency in traditional designs is solved, and efficient photovoltaic power generation array and capacity improvement is achieved. .

CN119298805APending Publication Date: 2025-01-10SHANGHAI BAOYE GRP CORP
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Patent Information

Application Number
CN202411334803.0
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-09-24
Publication Date
2025-01-10

AI Technical Summary

Technical Problem

When existing photovoltaic brackets are installed on narrow spaces such as fish pond ridges, they lead to low land use efficiency. Traditional designs lead to excessive spacing between front and rear brackets, large impact on shadow shading, and the potential of narrow space cannot be fully utilized.

Method used

A photovoltaic bracket of the fish pond ridge including upper hinge, lower hinge, vertical column, inclined beam, front and rear hinge poles was designed. It is fixed by prestressed concrete pipe piles, allowing height and angle adjustment, combined with limits Position angle steel and L-shaped adapter plate realize the firm fixation and flexible arrangement of the bracket, avoid shadow shading and increase the lineup capacity.

Benefits of technology

It has achieved efficient use of land in a narrow space, improved the lineup capacity of the photovoltaic power generation system, reduced land waste, and is suitable for fish pond ridge photovoltaic projects in narrow spaces, improving land utilization and overall project capacity.

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Abstract

The invention discloses a fishpond ridge photovoltaic support and a mounting and laying method thereof. The fishpond ridge photovoltaic support comprises an upper hoop, a lower hoop, a vertical column I, a vertical column II, an oblique beam, a front supporting rod and a rear supporting rod. The upper hoop and the lower hoop are fixedly arranged on the prestressed concrete pipe pile in a sleeving mode and arranged up and down, the vertical column I and the vertical column II are provided with at least two vertical column through holes formed in the length direction, and the two ends of the vertical column I and the two ends of the vertical column II are fixed to the upper hoop and the lower hoop through bolts. Supporting rod fixing holes are formed in the two ends of one upper hoop semi-ring of the upper hoop, one end of the front supporting rod and one end of the rear supporting rod are fixed to the upper hoop semi-rings through supporting rod fixing bolts, and the other end of the front supporting rod and the other end of the rear supporting rod are fixed to the oblique beam. The photovoltaic support for the fishpond ridge is reasonable and simple in structural design, small in occupied space, convenient to adjust, multiple in adjustment dimension, especially suitable for the fishpond ridge, capable of utilizing the fishpond ridge to the maximum degree, high in land utilization rate and good in application prospect.
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Description

Technical Field

[0001] The invention relates to the technical field of photovoltaic construction, and in particular to a photovoltaic bracket for a fish pond bank and an installation and deployment method thereof. Background Art

[0002] With the continuous development and expansion of the photovoltaic industry in China, the types of land that can be used to build photovoltaic power stations are currently limited, and there are more and more projects using fish ponds for fish-light complementary photovoltaic power stations. In order to further improve the efficiency of land use in restricted areas, maximize the use of existing sites and increase the design capacity of project layout, it is necessary not only to build photovoltaic power generation systems on the surface of fish ponds, but also to consider the use of pond embankments between fish ponds and use the embankments to design the layout of photovoltaic brackets. Since the width of fish pond embankments is often limited, conventional design schemes are currently adopted. Modeling is required to ensure that a certain distance must be maintained between the front and rear rows of photovoltaic brackets to avoid shadows. At the same time, the traditional bracket structure type is a unified small bracket structure, and a certain distance must be left between adjacent brackets in the same row. When the length direction of the fish pond embankment is certain, the arrangement of small bracket structures and the spacing between adjacent brackets in the same row will cause too much land waste and low land utilization efficiency.

[0003] Therefore, it is of great practical significance to develop a photovoltaic support for fish pond banks that is particularly suitable for use in narrow spaces and an application method thereof. Summary of the invention

[0004] Due to the above-mentioned defects in the prior art, the present invention provides a photovoltaic bracket for the bank of a fish pond that is particularly suitable for use in a narrow space, and an application method thereof. The bracket structure is optimized and designed for a fish-photovoltaic complementary photovoltaic project to reduce the shading effect of the front and rear rows of brackets and increase the number of photovoltaic arrays, so as to overcome the defects of the traditional design method that limits the arrangement of brackets in the length and width directions of the fish pond.

[0005] In order to achieve the above object, the present invention provides the following technical solutions:

[0006] A photovoltaic support for a fish pond bank, comprising an upper clamp, a lower clamp, a vertical column I, a vertical column II, an inclined beam, a front support rod and a rear support rod;

[0007] The upper hoop and the lower hoop are respectively fixed on the prestressed concrete pipe pile and arranged up and down. The vertical column I and the vertical column II are provided with at least two vertical column through holes arranged along the length direction. Both ends of the vertical column I and the vertical column II are fixed on the upper hoop and the lower hoop by bolts.

[0008] The two ends of one upper hoop half ring of the upper hoop are provided with strut fixing holes, one end of the front strut and the rear strut are fixed to the upper hoop half ring through strut fixing bolts, and the other end of the front strut and the rear strut are fixed to the inclined beam.

[0009] The photovoltaic bracket for the bank of a fish pond of the present invention has a reasonable structural design. The photovoltaic bracket is fixed to the prestressed concrete pipe pile by upper and lower clamps, and the inclined beam is fixed to the upper clamp by front and rear support rods. At the same time, the upper and lower clamps are also connected together by vertically arranged vertical columns I and II, which can ensure that the bracket is firmly fixed on the prestressed concrete pipe pile. The photovoltaic bracket can not only be conveniently adjusted in height, but also conveniently adjusted in angle. It has a simple structure, occupies a small space, is convenient to adjust and has multiple adjustment dimensions. It is particularly suitable for narrow spaces (fish pond banks), can maximize the use of the width of the fish pond bank, improve land utilization, utilize the length of the bank, and increase the number of arrays, and has great application prospects.

[0010] As the preferred technical solution:

[0011] In the above-mentioned photovoltaic support for a fish pond bank, the upper clamp comprises an upper clamp half ring I and an upper clamp half ring II;

[0012] The upper hoop half ring I comprises a half ring portion I and fixed ears I located on both sides of the half ring portion I, and a half ring through hole I is opened on the fixed ears I;

[0013] The upper hoop half ring II includes a half ring part II and fixed ears II located on both sides of the half ring part II. The length of the fixed ears II is greater than the fixed ears I. The fixed ears II are provided with upper hoop half ring II strut fixing holes and half ring through holes II matching the half ring through holes I. The upper hoop half ring II strut fixing holes are located at the part where the fixed ears II exceed the fixed ears I. Integrating the strut fixing holes on the upper hoop half ring greatly simplifies the structural design of the strut connection.

[0014] As described above, a photovoltaic bracket for a fish pond bank, wherein the connection portion between the semi-ring portion I and the fixed ear portion I is provided with an upper hoop semi-ring I stiffening plate to ensure its structural strength;

[0015] An upper hoop semi-ring II stiffening plate is provided at the connection portion between the semi-ring portion II and the fixed ear portion II to ensure its structural strength.

[0016] As described above, a photovoltaic bracket for the bank of a fish pond, a limiting angle steel connecting the vertical column I and the vertical column II and arranged horizontally is provided between the two, and the limiting angle steel is located above the top of the prestressed concrete pipe pile, which can prevent the photovoltaic bracket from being subjected to excessive force and the upper and lower clamps from sliding relative to the prestressed concrete pipe pile.

[0017] In the photovoltaic support for the bank of a fish pond as described above, the tops of the vertical columns I and II are fixed to the inclined beams by bolts, which can ensure that the inclined beams and the photovoltaic support are securely fixed.

[0018] The above-mentioned photovoltaic support for fish pond bank also includes an L-shaped adapter plate and purlins;

[0019] One side of the L-shaped adapter plate is fixed to the inclined beam by bolts, and the other side is fixed to the purlin bolts;

[0020] The photovoltaic modules are fixed to the purlins with bolts.

[0021] In the photovoltaic bracket for the bank of a fish pond as described above, the photovoltaic component is pressed by the photovoltaic component pressing block and the bolts for fixing the photovoltaic component pass through the photovoltaic component pressing block and the photovoltaic component in sequence and are threadedly connected with the special-shaped nut and the locking nut respectively. Double fixation is achieved by the special-shaped nut and the locking nut, which can ensure reliable fixation of the photovoltaic component.

[0022] In addition, the present invention also provides a method for installing and laying out a photovoltaic support on a fish pond bank as described above, comprising the following steps:

[0023] (1) Determine the number of rows, spacing and height of the photovoltaic brackets on the fish pond embankment according to the actual situation of the fish pond embankment to be laid out;

[0024] (2) Determine the azimuth angle of the photovoltaic support and the inclination angle of the photovoltaic module on the fish pond embankment according to the actual situation of the fish pond embankment to be laid;

[0025] (3) Carry out construction according to the parameters determined in steps (1) and (2).

[0026] The above installation and deployment method combined with the photovoltaic support on the fish pond bank can efficiently and conveniently complete the installation and deployment of the photovoltaic support on the fish pond bank, maximize the utilization of the width of the fish pond bank, improve land utilization, utilize the length of the bank, increase the deployment quantity, and have good application prospects.

[0027] As the preferred technical solution:

[0028] In the installation and deployment method as described above, step (3) is specifically as follows: firstly, pipe pile construction is performed, then the photovoltaic support for the fish pond bank is installed on the pipe pile, and finally, the photovoltaic module is installed on the photovoltaic support for the fish pond bank.

[0029] According to the installation and layout method described above, the arrangement heights of the photovoltaic brackets of different rows of fish pond ridges are different and the arrangement heights of the photovoltaic brackets of each row of fish pond ridges are the same. The arrangement heights of the photovoltaic brackets of the fish pond ridges are successively increased or decreased along the direction perpendicular to the row arrangement, so as to avoid shadows between the front and rear rows of brackets during power generation;

[0030] The pipe piles are PHC prestressed high-strength concrete pipe piles. Since the construction site is a fish pond bank, the relative groundwater level is shallow, and bored pile construction is difficult, the construction of PHC prestressed high-strength concrete pipe piles is relatively convenient.

[0031] The above technical solution is only a feasible technical solution of the present invention, and the protection scope of the present invention is not limited thereto. Those skilled in the art can reasonably adjust the specific design according to actual needs.

[0032] The above invention has the following advantages or beneficial effects:

[0033] (1) The photovoltaic bracket for the pond bank of the present invention has a reasonable structural design. The photovoltaic bracket is fixed on the prestressed concrete pipe pile by upper and lower clamps, and the inclined beam is fixed to the upper clamp by front and rear support rods. At the same time, the upper and lower clamps are also connected to each other through vertically arranged vertical columns I and II, which can ensure that the bracket is firmly fixed on the prestressed concrete pipe pile;

[0034] (2) The photovoltaic bracket for the fish pond bank of the present invention can not only conveniently adjust the height, but also conveniently adjust the angle of the photovoltaic bracket. It has a simple structure, occupies a small space, is easy to adjust and has multiple adjustment dimensions, and is particularly suitable for narrow spaces (fish pond banks);

[0035] (3) The photovoltaic support for the fish pond bank of the present invention integrates the support rod fixing hole on the upper hoop half ring, which greatly simplifies the structural design of the support rod connection. The vertical column I and the vertical column II are fixed to the inclined beam, which can ensure the reliable fixation of the inclined beam and the photovoltaic support;

[0036] (4) The method of the present invention is reasonably designed. The front and rear rows of brackets are staggered to avoid shadows and increase the number of arrays. By adopting bracket structure types with different length specifications in the length direction of the pond embankment, the length of the pond embankment is effectively utilized, land waste is reduced, and the overall array quantity of the project is increased, which has great application prospects. BRIEF DESCRIPTION OF THE DRAWINGS

[0037] The present invention and its features, aspects and advantages will become more apparent by reading the detailed description of non-limiting embodiments with reference to the following drawings, in which like reference numerals indicate like parts throughout the drawings, with emphasis placed on illustrating the gist of the present invention.

[0038] Figure 1 It is a structural schematic diagram of the photovoltaic support for the fish pond bank of the present invention;

[0039] Figure 2 It is a schematic diagram of the structure of the connection nodes of photovoltaic modules;

[0040] Figure 3 It is a cross-sectional schematic diagram of the connection nodes of photovoltaic modules;

[0041] Figure 4 Schematic diagram of the structure of the upper hoop;

[0042] Figure 5 This is a schematic diagram of optimizing the tilt angle of a photovoltaic support;

[0043] Figure 6 This is a schematic diagram of the arrangement of photovoltaic brackets on the bank of a fish pond;

[0044] Among them, 1-prestressed concrete pipe pile, 2-vertical column I, 3-vertical column II, 4-lower hoop, 5-upper hoop, 6-limiting angle steel, 7-front support rod, 8-rear support rod, 9-inclined beam, 10-photovoltaic module, 11-purlin, 12-special-shaped nut, 13-locking nut, 14-L-shaped adapter plate, 15-photovoltaic module pressing block, 16-upper hoop half ring I, 17-upper hoop half ring II, 18-upper hoop half ring I stiffening plate, 19-upper hoop half ring II stiffening plate, 20-upper hoop half ring II support rod fixing hole. DETAILED DESCRIPTION

[0045] The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments, but they are not intended to limit the present invention.

[0046] Example 1

[0047] A photovoltaic support for a fish pond bank, such as Figures 1 to 4 As shown, it includes an upper hoop 5, a lower hoop 4, a vertical column I 2, a vertical column II 3, an inclined beam 9, a front support rod 7, a rear support rod 8, an L-shaped adapter plate 14 and a purlin 11;

[0048] The upper hoop 5 and the lower hoop 4 are respectively fixed on the prestressed concrete pipe pile 1 and arranged up and down. The vertical column I 2 and the vertical column II 3 are provided with at least two vertical column through holes arranged along the length direction. Both ends of the vertical column I 2 and the vertical column II 3 are fixed on the upper hoop 5 and the lower hoop 4 by bolts.

[0049] The upper hoop 5 includes an upper hoop semi-ring I16 and an upper hoop semi-ring II 17; the upper hoop semi-ring I16 includes a semi-ring portion I and fixed ears I located on both sides of the semi-ring portion I, a semi-ring through hole I is opened on the fixed ear portion I, and an upper hoop semi-ring I stiffening plate 18 is provided at the connection between the semi-ring portion I and the fixed ear portion I; the upper hoop semi-ring II 17 includes a semi-ring portion II and fixed ears II located on both sides of the semi-ring portion II, the length of the fixed ear portion II is greater than the fixed ear portion I, the fixed ear portion II is provided with an upper hoop semi-ring II strut fixing hole 20 and a semi-ring through hole II matching the semi-ring through hole I, the upper hoop semi-ring II strut fixing hole 20 is located at the portion where the fixed ear portion II exceeds the fixed ear portion I, and an upper hoop semi-ring II stiffening plate 19 is provided at the connection between the semi-ring portion II and the fixed ear portion II;

[0050] One end of the front support rod 7 and the rear support rod 8 is fixed to the upper hoop half ring II 17 by a support rod fixing bolt, and the other end of the front support rod 7 and the rear support rod 8 is fixed to the inclined beam 9. A limit angle steel 6 connecting the vertical column I 2 and the vertical column II 3 and arranged horizontally is also provided between the vertical column I 2 and the vertical column II 3. The limit angle steel 6 is located above the top of the prestressed concrete pipe pile 1, and the tops of the vertical columns I 2 and the vertical columns II 3 are fixed to the inclined beam 9 by bolts;

[0051] One side of the L-shaped adapter plate 14 is fixed to the diagonal beam 9 by bolts, and the other side is fixed to the purlin 11 by bolts;

[0052] The photovoltaic assembly 10 is fixed to the purlin 11 by bolts. The photovoltaic assembly 10 is pressed by the photovoltaic assembly pressing block 15 and the bolts fixing the photovoltaic assembly 10 pass through the photovoltaic assembly pressing block 15 and the photovoltaic assembly 10 in turn and are threadedly connected with the special-shaped nut 12 and the locking nut 13 respectively.

[0053] Specifically, the photovoltaic bracket for the fish pond bank adopts a fixed bracket, which adopts an intermediate column bracket structure, is made of cold-bent thin-walled steel, and is hot-dip galvanized for corrosion protection. The photovoltaic bracket foundation is designed to withstand the load of the upper structure bracket without being damaged under a wind load that occurs once in 50 years; the main load-bearing components such as inclined beams, purlins, and columns are made of Q235B steel, and the secondary load-bearing components such as front and rear supports are made of Q235B steel, with surface anti-corrosion treatment, and the minimum film thickness of the hot-dip galvanized layer is not less than 80μm. The stainless steel components are 0Cr18Ni9 austenitic stainless steel (304 stainless steel), and the material and strength grade of the stainless steel bolts are A2-70; each group of brackets is designed with 4 purlins. Considering the stability of the bracket, the purlin connection parts need to be staggered; the entire photovoltaic bracket The body is connected to the PHC prestressed high-strength concrete pipe pile through a clamp. During the design process, full consideration is given to the firm contact between the clamp and the PHC pipe pile after installation, and the overall sliding and settlement of the bracket will not occur. Reinforcement ribs are welded at the bending arc of the clamp to strengthen the force on the clamp, so as to avoid deformation of the bending arc of the clamp due to excessive force, resulting in loose contact with the PHC pipe pile and settlement. According to the environmental conditions of the project site, it is affected by typhoons every year. In order to ensure that the photovoltaic modules will not be affected by typhoons during the typhoon season, the photovoltaic modules are fixed with special-shaped nuts while the conventional pressure blocks are connected with bolts to ensure that the contact area of ​​the connection parts is increased to ensure a more secure installation. At the same time, anti-loosening nuts are added to the connection parts to prevent the loosening of the connection bolts due to wind.

[0054] The installation and layout method of the photovoltaic support on the bank of a fish pond includes the following steps:

[0055] (1) According to the actual situation of the fish pond bank to be laid (specifically as follows Figure 6Taking the embankment between fish ponds in the fish-light complementary photovoltaic project shown in the figure - a typical 8.5-12m wide fish pond embankment as an example) determine the number of columns, spacing and layout height of different columns of photovoltaic brackets on the embankment of the fish pond. The components are installed in 4 rows horizontally, and the spacing between the front and rear columns is about 4.51m. In order to ensure that the front and rear components are not blocked during the period from 9 to 15 o'clock (true solar time) throughout the year, the layout height difference of the photovoltaic brackets on the embankment of the fish ponds in adjacent columns is 1.15m and the layout height of the photovoltaic brackets on the embankment of each column is the same. The layout height of the photovoltaic brackets on the embankment of the fish ponds increases or decreases in turn along the direction perpendicular to the column layout. The bracket structure adopts four types: 32×4 horizontal rows, 24×4 horizontal rows, 16×4 horizontal rows, and 8×4 horizontal rows. The photovoltaic brackets are arranged accordingly according to the length of the embankment, which improves the utilization rate of the land;

[0056] (2) According to the actual situation of the fish pond bank to be laid, determine the azimuth angle of the photovoltaic bracket on the fish pond bank (the array azimuth angle is set to about 18° south-west according to the direction of the fish pond bank, and the radiation received by the array surface is only about 0.4% less than that of the azimuth due south, but according to this arrangement design, the arrangement capacity in a limited area is increased by more than 25%), the inclination angle of the photovoltaic module (its simulation diagram is as follows Figure 5 As shown, when the inclination angle is 18°, the radiation received by the array surface reaches the maximum);

[0057] (3) According to the parameters determined in steps (1) and (2), construction is carried out first, PHC prestressed high-strength concrete pipe piles are constructed (because the groundwater level in the site is shallow and bored pile construction is difficult, PHC prestressed high-strength concrete pipe piles are selected), and then the photovoltaic support for the fish pond bank is installed on the pipe piles, and finally the photovoltaic module is installed on the photovoltaic support for the fish pond bank.

[0058] It has been verified that the photovoltaic bracket for the bank of a fish pond of the present invention has a reasonable structural design. The photovoltaic bracket is fixed on the prestressed concrete pipe pile through the upper and lower clamps, and the inclined beam is fixed to the upper clamp through the front and rear support rods. At the same time, the upper and lower clamps are also connected as a whole through the vertically arranged vertical column I and the vertical column II, which can ensure that the bracket is firmly fixed on the prestressed concrete pipe pile; the photovoltaic bracket can not only conveniently adjust the height, but also the angle of the photovoltaic bracket. It has a simple structure, occupies a small space, is easy to adjust and has multiple adjustment dimensions, and is particularly suitable for narrow and small Space (fish pond bank); the support rod fixing holes are integrated on the upper clamp half ring, which greatly simplifies the structural design of the support rod connection; the vertical column I and the vertical column II are fixed to the inclined beam, which can ensure the secure fixation of the inclined beam and the photovoltaic bracket; the method of the present invention is reasonably designed, the front and rear rows of brackets are staggered to avoid shadows and increase the number of arrays, and in the length direction of the pond bank, different length specifications of bracket structure types are adopted to effectively utilize the length of the pond bank, reduce land waste, increase the overall array quantity of the project, and has great application prospects.

[0059] Those skilled in the art should understand that those skilled in the art can implement variations by combining the prior art and the above embodiments, which will not be described in detail here. Such variations do not affect the essential content of the present invention, and will not be described in detail here.

[0060] The above describes the preferred embodiments of the present invention. It should be understood that the present invention is not limited to the above-mentioned specific embodiments, and the devices and structures that are not described in detail should be understood to be implemented in a common manner in the art; any technician familiar with the art can use the above-disclosed methods and technical contents to make many possible changes and modifications to the technical solutions of the present invention without departing from the scope of the technical solutions of the present invention, or modify them into equivalent embodiments of equivalent changes, which does not affect the essential content of the present invention. Therefore, any simple modifications, equivalent changes and modifications made to the above embodiments based on the technical essence of the present invention without departing from the content of the technical solutions of the present invention are still within the scope of protection of the technical solutions of the present invention.

Claims

1. A photovoltaic support for a fish pond bank, characterized in that: It includes an upper hoop, a lower hoop, a vertical column I, a vertical column II, an inclined beam, a front support rod and a rear support rod; The upper hoop and the lower hoop are respectively fixed on the prestressed concrete pipe pile and arranged up and down. The vertical column I and the vertical column II are provided with at least two vertical column through holes arranged along the length direction. Both ends of the vertical column I and the vertical column II are fixed on the upper hoop and the lower hoop by bolts. The two ends of one upper hoop half ring of the upper hoop are provided with strut fixing holes, one end of the front strut and the rear strut are fixed to the upper hoop half ring through strut fixing bolts, and the other end of the front strut and the rear strut are fixed to the inclined beam.

2. A photovoltaic support for fish pond banks according to claim 1, characterized in that: The upper hoop comprises an upper hoop half ring I and an upper hoop half ring II; The upper hoop half ring I comprises a half ring portion I and fixed ears I located on both sides of the half ring portion I, and a half ring through hole I is opened on the fixed ears I; The upper hoop semi-ring II includes a semi-ring portion II and fixed ears II located on both sides of the semi-ring portion II. The length of the fixed ears II is greater than the fixed ears I. The fixed ears II are provided with upper hoop semi-ring II strut fixing holes and semi-ring through holes II matching the semi-ring through holes I. The upper hoop semi-ring II strut fixing holes are located in the portion of the fixed ears II that exceeds the fixed ears I.

3. A photovoltaic support for fish pond banks according to claim 2, characterized in that: The connection between the semi-ring portion I and the fixed ear portion I is provided with an upper hoop semi-ring I stiffening plate; An upper hoop semi-ring II stiffening plate is provided at the connection portion between the semi-ring portion II and the fixed ear portion II.

4. A photovoltaic support for fish pond banks according to claim 1, characterized in that: A horizontally arranged limiting angle steel is also provided between the vertical column I and the vertical column II to connect the two, and the limiting angle steel is located above the top of the prestressed concrete pipe pile.

5. The photovoltaic support for fish pond bank according to claim 1, characterized in that: The tops of the vertical columns I and II are fixed to the inclined beams by bolts.

6. A photovoltaic support for fish pond banks according to claim 1, characterized in that: It also includes L-shaped adapter plates and purlins; One side of the L-shaped adapter plate is fixed to the inclined beam by bolts, and the other side is fixed to the purlin bolts; The photovoltaic modules are fixed to the purlins with bolts.

7. A photovoltaic support for fish pond banks according to claim 6, characterized in that: The photovoltaic component is pressed by the photovoltaic component pressing block, and the bolts for fixing the photovoltaic component pass through the photovoltaic component pressing block and the photovoltaic component in sequence and are respectively threadedly connected with the special-shaped nut and the locking nut.

8. A method for installing and laying out a photovoltaic support on a fish pond bank according to any one of claims 1 to 7, characterized in that: The following steps are involved: (1) Determine the number of rows, spacing and height of the photovoltaic brackets on the fish pond embankment according to the actual situation of the fish pond embankment to be laid out; (2) Determine the azimuth angle of the photovoltaic support and the inclination angle of the photovoltaic module on the fish pond embankment according to the actual situation of the fish pond embankment to be laid; (3) Carry out construction according to the parameters determined in steps (1) and (2).

9. The installation and deployment method according to claim 8, characterized in that: The arrangement heights of the photovoltaic brackets of the fish pond ridges in different rows are different and the arrangement heights of the photovoltaic brackets of the fish pond ridges in each row are the same, and the arrangement heights of the photovoltaic brackets of the fish pond ridges increase or decrease in sequence along a direction perpendicular to the row arrangement; Step (3) is specifically as follows: firstly, pipe pile construction is performed, then the photovoltaic support for the fish pond bank is installed on the pipe pile, and finally, the photovoltaic module is installed on the photovoltaic support for the fish pond bank.

10. The installation and deployment method according to claim 9, characterized in that: The pipe piles are PHC prestressed high-strength concrete pipe piles.

Citation Information

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