Large-span flexible photovoltaic side span support structure

By designing a flexible photovoltaic side-span bracket structure for large spans, the problems of insufficient structural stability and high installation complexity in traditional photovoltaic brackets during large span installation are solved, and higher structural stability, simplified installation process, reduced steel usage and improved load-bearing capacity are achieved.

CN223024325UActive Publication Date: 2025-06-24JIANGXI HYDROPOWER ENG BUREAU
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Patent Information

Application Number
CN202422169848.9
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-05
Publication Date
2025-06-24
Estimated Expiration
2034-09-05

AI Technical Summary

Technical Problem

Traditional photovoltaic brackets have problems such as insufficient structural stability, high installation complexity, large steel use, and insufficient load-bearing capacity during large-span installations, which affect the performance and service life of the photovoltaic system and increase construction and operation costs.

Method used

A flexible photovoltaic side-span bracket structure for large spans is designed, including columns, bracket cross braces, bracket diagonal braces, bracket top plates, photovoltaic components, roof stiffeners, steel strand anchors and reinforced feet. Through modular design and prefabricated components, the installation process is simplified, and structural stability and load-bearing capacity are improved by optimizing structural design and material selection.

Benefits of technology

The bracket structure significantly improves structural stability, reduces the risk of instability, simplifies the installation process, reduces the amount of steel and material costs, improves the load-bearing capacity, and can support larger area photovoltaic modules.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a support structure for a large-span flexible photovoltaic side span. The support structure comprises a stand column, a support cross brace, a support inclined brace, a support top plate, a top plate stiffening plate, a steel strand anchorage device and a reinforcing column foot bottom plate. The multiple stand columns are arranged in a linear array. The bottoms of the stand columns are connected with reinforcing bottom feet. A bracket cross brace is connected between the adjacent upright posts in the x-axis direction; in the y-axis direction, a support inclined strut is connected between the pressed sides of the adjacent stand columns. In the y-axis direction, the height difference of the adjacent stand columns is set according to the inclination angle of the photovoltaic module; a top plate stiffening plate is arranged between the top plate and the stand column. A steel strand anchorage device is installed on the support top plate and used for tensioning the bearing cable. According to the utility model, the large-span and high-clearance photovoltaic panel can be erected, the steel consumption can be saved, and the influence of external weather factors such as strong wind and the like can be resisted.
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Description

Technical Field

[0001] The utility model relates to the field of large-span flexible photovoltaic brackets, and specifically relates to a large-span flexible photovoltaic side-span bracket structure. Background Technique

[0002] With the rapid development of renewable energy, photovoltaic power generation, as a clean and sustainable energy form, has been widely applied. However, traditional photovoltaic brackets face many challenges in large-span installations, such as insufficient structural stability, high installation complexity, and large steel consumption. These problems not only affect the overall performance and service life of the photovoltaic system, but also increase the construction and operation costs.

[0003] At present, most of the existing photovoltaic brackets on the market adopt rigid designs. Although they perform well in small-span applications, in large-span cases, deformation and instability are likely to occur. For example, when installing photovoltaic panels in a sewage treatment plant, due to the large area of the sewage treatment plant, the span of the flexible photovoltaic bracket is also very large, and the wind load effect of strong wind weather on the flexible photovoltaic bracket needs to be considered to ensure its strong stability. In addition, the installation process of the existing brackets often requires special equipment and technology, resulting in a long construction period and affecting the economy of the project. Therefore, there is an urgent need for a new type of bracket structure that can provide better flexibility and stability under large-span conditions.

[0004] Therefore, the utility model proposes a large-span flexible photovoltaic side-span bracket structure, aiming to solve the above technical problems and improve the adaptability and economy of the photovoltaic bracket through innovative design and material application. Content of the Utility Model

[0005] The purpose of the utility model is to provide a large-span flexible photovoltaic side-span bracket structure to solve the problems of limitations, insufficient structural stability, high installation complexity, large steel consumption, and insufficient bearing capacity existing in the existing flexible photovoltaic bracket structure in the above background technique.

[0006] To achieve the above purpose, the utility model provides the following technical solution: a large-span flexible photovoltaic side-span bracket structure, including: columns, bracket cross braces, bracket diagonal braces, bracket top plates, photovoltaic modules, top plate stiffeners, steel strand anchors, and reinforced base feet;

[0007] Preferably, there are multiple rows of the columns, arranged in a linear array, and the bottom of the columns is connected with reinforced base feet through flange plates and bolts;

[0008] Preferably, x Bracket cross braces are connected between adjacent columns in the

[0009] Preferably, in yIn the axial direction, a bracket diagonal brace is connected between the compression sides of the adjacent columns to reduce the calculated length of the columns and improve stability.

[0010] Preferably, in y the axial direction, the height difference between the adjacent columns is set according to the inclination angle of the photovoltaic module.

[0011] Preferably, a bracket top plate is installed at the top of the column, and a top plate stiffening plate is arranged between the top plate and the column.

[0012] Preferably, a steel strand anchor is installed on the bracket top plate for tensioning the load-bearing cable.

[0013] Preferably, the side-span bracket structure is used to bear the load of the component load-bearing cable.

[0014] Compared with the prior art, the beneficial effects of the present utility model are as follows:

[0015] 1. Enhance structural stability: The bracket structure of the present utility model adopts a flexible design, which can effectively adapt to changes in the external environment, disperse wind loads and other dynamic loads, and by means of the bracket diagonal brace, the calculated length of the column is shortened, thus significantly improving the structural stability and reducing the risk of instability.

[0016] 2. Simplify the installation process: Through modular design and the application of prefabricated components, the installation process of the bracket of the present utility model is more convenient, reducing the need for professional construction equipment, shortening the construction period and reducing labor costs.

[0017] 3. Reduce the steel consumption: The optimized structural design and material selection enable the present bracket to significantly reduce the steel consumption on the premise of meeting the load-bearing requirements, thereby reducing the material cost and the overall weight and alleviating the foundation burden.

[0018] 4. Improve the load-bearing capacity: Through innovative structural design and material application, the present utility model improves the load-bearing capacity of the bracket, can support a larger area of photovoltaic modules, and meets the needs of different-scale photovoltaic power generation projects. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 is the overall schematic diagram of the present utility model;

[0020] Figure 2 is the front view of the present utility model;

[0021] Figure 3 is the A-A elevation view of the present utility model;

[0022] Figure 4 is the B-B elevation view of the present utility model;

[0023] Figure 5Details of the top plate of the present utility model;

[0024] Figure 6 is Figure 5 Schematic diagram in the 1-1 direction;

[0025] Figure 7 is Figure 5 Schematic diagram in the 2-2 direction;

[0026] Figure 8 Column foot details of the present utility model;

[0027] Figure 9 is Figure 8 Schematic diagram in the b-b direction;

[0028] Figure 10 is Figure 8 Details of the middle column bottom plate;

[0029] Figure 11 is Figure 8 Schematic diagram of the backing plate in;

[0030] In the figure: 1. Column; 2. Bracket cross brace; 3. Bracket diagonal brace; 4. Bracket top plate; 5. Photovoltaic module; 6. Top plate stiffening plate; 7. Strand anchor; 8. Reinforced foot. Specific implementation manners

[0031] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all of the embodiments. In addition, in order to more clearly describe the present utility model, components not connected to the present utility model will be omitted from the drawings.

[0032] Please refer to Figure 1-11 , an embodiment provided by the present utility model: A large-span flexible photovoltaic side-span support structure, including: 1. Inverted V-shaped column; 2. Bracket cross brace; 3. Bracket diagonal brace; 4. Bracket top plate; 5. Photovoltaic module; 6. Top plate stiffening plate; 7. Strand anchor; 8. Reinforced foot.

[0033] In this technical solution, x , y , z coordinate system is used to describe three directions;

[0034] As Figure 1 shown, there are multiple columns (1), arranged in a straight array, and the bottom of the column is connected with a reinforced foot, connected by a flange and bolts;

[0035] In xThere is a support cross brace (2) connected between adjacent columns (1) in the axial direction. The support cross brace (2) is used to enhance the stability of the support x in a certain direction;

[0036] In y the axial direction, there is a support diagonal brace (3) connected between the compression sides of adjacent columns (1). The support diagonal brace (3) is used to enhance the stability of the support by reducing the calculated length of the column y in a certain direction;

[0037] As Figure 3 , 4 shown, in y the axial direction, the height difference between adjacent columns (1) is set according to the inclination angle of the photovoltaic module (5);

[0038] A support top plate (4) is installed at the top of the column (1). A top plate stiffening plate (6) is arranged between the top plate (4) and the column (1). The top plate stiffening plate is used to enhance the bearing capacity of the support and prevent it from suffering strength failure. For the specific detailed drawing, refer to Figure 5-7 shown;

[0039] A steel strand anchor (7) is installed on the support top plate (4) for tensioning the load-bearing cable. For the specific detailed drawing, refer to Figure 6 and Figure 7 shown;

[0040] As Figure 8-11 shown, the herringbone column (1) is connected to the foundation pile cap through the flange and bolts of the strengthening base (8).

[0041] For those skilled in the art, it is obvious that the present utility model is not limited to the details of the above exemplary embodiments, and can be implemented in other specific forms without departing from the spirit or basic characteristics of the present utility model. Therefore, from any point of view, the embodiments should be regarded as exemplary and non-limiting. The scope of the present utility model is defined by the appended claims rather than the above description. Therefore, all changes falling within the meaning and scope of the equivalent elements of the claims are intended to be encompassed by the present utility model. Any reference signs in the claims should not be regarded as limiting the claimed rights involved.

Claims

1. A large-span flexible photovoltaic side span support structure, comprising: Column (1), bracket cross brace (2), bracket diagonal brace (3), bracket top plate (4), photovoltaic module (5), top plate stiffening plate (6), steel strand anchor (7), and reinforced footing (8); The characteristic is that: the columns (1) are arranged in a plurality of rows in a linear array, and the bottoms of the columns (1) are connected with reinforced feet, which are connected by flanges and bolts; exist x A bracket cross brace (2) is connected between adjacent columns (1) in the axial direction; exist y In the axial direction, a bracket diagonal brace (3) is connected between the compression sides of adjacent columns (1); exist y In the axial direction, the height difference between adjacent columns (1) is set according to the inclination angle of the photovoltaic module (5); A bracket top plate (4) is installed at the top of the column (1), and a top plate stiffening plate (6) is arranged between the top plate (4) and the column (1); A steel strand anchor (7) is installed on the support top plate (4) for tensioning the load-bearing cables.