Truss structure applied to photovoltaic support

By using a two-dimensional truss structure and bolted connection design, the problems of small span, long construction period and high cost of traditional photovoltaic brackets are solved, realizing a photovoltaic bracket design with large span, low cost and high stability, which is suitable for agricultural and fish pond scenarios.

CN224481645UActive Publication Date: 2026-07-10

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Filing Date
2025-07-02
Publication Date
2026-07-10

AI Technical Summary

Technical Problem

Traditional photovoltaic (PV) brackets suffer from problems such as small span, long construction period, high production cost, poor stability, and high processing precision requirements in agricultural and fishpond applications.

Method used

The structure employs a two-dimensional truss structure, including upper chord, lower chord, web members, purlins, diagonal braces, and coupling braces, which are connected by bolts instead of welding. It uses cold-formed C-shaped steel and hot-formed rail steel to form a three-dimensional truss structure.

Benefits of technology

It enables large-span designs, reduces construction time and production costs, improves stability and processing precision, enhances the utilization of support space, and is suitable for agriculture and fisheries.

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Abstract

The grid structure applied to the photovoltaic support comprises: a two-dimensional truss composed of upper chords, lower chords and multiple groups of web members, the upper chords and the lower chords are arranged in parallel at intervals, and the multiple groups of web members are connected between the upper chords and the lower chords; two groups of two-dimensional trusses are arranged at intervals along the east-west direction and are fixedly connected through support beams; purlins, multiple groups of purlins are arranged on the top side of the upper chords of the two groups of two-dimensional trusses and are arranged perpendicularly to the two-dimensional trusses; diagonal braces, multiple groups of diagonal braces are arranged on the bottom side of the upper chords of the two groups of two-dimensional trusses and are arranged obliquely to the two-dimensional trusses; coupling braces, one end of the multiple groups of coupling braces is connected to the lower chords of the two-dimensional trusses, the other end is connected to the bottom side of the purlins, and the coupling braces are arranged obliquely to the two-dimensional trusses and the purlins. The scheme can realize large span, the length and span can easily reach more than twice of the ordinary C-shaped steel design. It is used for building photovoltaic on the ground of agriculture, fishpond, etc., the number of columns is small, the height of the support is high, so the space is large, which is beneficial to the increase of agricultural and fishery income and the work efficiency of agriculture and fishery.
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Description

Technical Field

[0001] This utility model relates to the field of photovoltaic support technology, and in particular to a grid structure used in photovoltaic supports. Background Technology

[0002] In the field of photovoltaic support systems, traditional support structures have many shortcomings when applied to scenarios such as agriculture and fishponds. For example, the span of ordinary C-shaped steel is limited, making it difficult to meet the needs of large spans; welding is usually required during construction, which not only depends on the operator's skills but also increases the construction period and production costs; at the same time, the stability of traditional structures needs to be improved, making it difficult to maintain good structural performance under large spans, and the high requirements for processing precision increase the difficulty of production.

[0003] Therefore, in view of the shortcomings of existing technologies, it is necessary to design a grid structure for photovoltaic support to solve the above problems. Utility Model Content

[0004] To overcome the shortcomings of the prior art, the present invention aims to provide a grid structure for use in photovoltaic brackets, so as to solve the problems of small span, long construction period, high production cost, poor stability and high processing precision requirements of photovoltaic brackets in the prior art.

[0005] To achieve the above and other related objectives, the technical solution provided by this utility model is: a grid structure applied in photovoltaic support systems, comprising:

[0006] A two-dimensional truss is composed of an upper chord, a lower chord, and multiple sets of web members. The upper chord and the lower chord are arranged in parallel with intervals, and the multiple sets of web members are connected between the upper chord and the lower chord. Two sets of two-dimensional trusses are arranged in parallel with intervals and are fixedly connected by support beams.

[0007] Purlins, multiple sets of purlins are mounted on the top side of the upper chord of the two sets of two-dimensional trusses and are set perpendicular to the two-dimensional trusses;

[0008] Diagonal bracing, multiple sets of the diagonal bracing are erected on the bottom side of the upper chord of the two sets of two-dimensional trusses, and are inclined to the two-dimensional trusses;

[0009] The coupling brace consists of multiple sets of coupling braces, one end of which is connected to the lower chord of the two-dimensional truss, and the other end of which is connected to the bottom side of the purlin, and is inclined to the two-dimensional truss and the purlin.

[0010] The preferred technical solution is that the two adjacent sets of web members, the upper chord, and the lower chord form an isosceles trapezoidal structure.

[0011] The preferred technical solution is as follows: the support beam is configured as an H-shaped structure, including one horizontal beam and two vertical beams. The two vertical beams are fixed at both ends of the horizontal beam. The two vertical beams are correspondingly arranged with two sets of two-dimensional trusses. The upper and lower ends of the vertical beams are respectively used to connect the upper chord and the lower chord.

[0012] The preferred technical solution is as follows: the upper chord and the lower chord have the same structure, both consisting of two sets of parallel C-shaped steels spaced apart, and the web members and the vertical beams are sandwiched between the two C-shaped steels.

[0013] The preferred technical solution is that two adjacent diagonal braces form a ∠-shaped structure.

[0014] A preferred technical solution is that the horizontal beam and the vertical beam, the vertical beam and the upper chord, the vertical beam and the lower chord, the upper chord and the web member, the lower chord and the web member, the purlin and the upper chord, the diagonal brace and the upper chord, the coupling brace and the lower chord, and the coupling brace and the purlin are all fixedly connected by bolts.

[0015] Due to the application of the above technical solution, the beneficial effects of this utility model are as follows:

[0016] This space frame structure can achieve large spans, with lengths and spans easily exceeding twice that of ordinary C-shaped steel designs. It is used for building photovoltaic systems in agricultural and fishery areas, requiring fewer columns and having higher support structures, thus maximizing space utilization and benefiting agricultural and fishery income while improving work efficiency.

[0017] The key feature of this space frame structure is its use of cold-formed C-shaped steel and hot-formed steel. The entire structure requires no welding; all parts are connected by bolts. This reduces the construction period, lowers production costs, and avoids the problems associated with welding, which relies on skilled workers.

[0018] This space frame structure is mainly composed of two-dimensional trusses, combined with diagonal braces, corner braces, and purlins, to achieve the stability of a three-dimensional truss (i.e., space frame).

[0019] In this space frame structure, both the upper and lower chords of the two-dimensional truss are composed of two C-shaped steel sections. This eliminates the need for precision in the steel sections themselves and their compatibility with the web members, thus reducing the requirements for machining accuracy. Furthermore, the two C-shaped steel sections are spread apart by the web members, allowing the infinite material to achieve a wider effect. The greater the truss width, the higher its strength. Attached Figure Description

[0020] Figure 1 This is a schematic diagram of the two-dimensional truss structure involved in this utility model.

[0021] Figure 2 This is a schematic diagram of the photovoltaic panels installed on the grid structure of this utility model.

[0022] Figure 3 This is a top view of the space frame involved in this utility model.

[0023] Figure 4 This is the front view of the space frame involved in this utility model.

[0024] Figure 5 This is a left view of the space frame involved in this utility model.

[0025] Figure 6 This is a schematic diagram of the space frame assembly on the pile foundation involved in this utility model.

[0026] Figure 7 This is a schematic diagram of the space frame structure involved in this utility model. Detailed Implementation

[0027] The following specific embodiments illustrate the implementation of this utility model. Those skilled in the art can easily understand other advantages and effects of this utility model from the content disclosed in this specification.

[0028] Please see Figures 1-7 It should be noted that in the description of this utility model, the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings, or the orientation or positional relationship commonly used when the utility model product is in use. These terms are used only for the convenience of describing this utility model and for simplifying the description, and do not indicate or imply that the device or component referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model. Furthermore, the terms "first," "second," and "third," etc., are only used to distinguish descriptions and should not be construed as indicating or implying relative importance. The terms "horizontal," "vertical," and "suspended," etc., do not indicate that the component must be absolutely horizontal or suspended, but rather that it can be slightly tilted. For example, "horizontal" simply means that its direction is more horizontal than "vertical," and does not mean that the structure must be completely horizontal, but can be slightly tilted.

[0029] In the description of this utility model, it should also be noted that, unless otherwise explicitly specified and limited, the terms "set," "install," "connect," and "link" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0030] Example:

[0031] like Figures 1 to 7 As shown, according to a general technical concept of this utility model, a grid structure for use in photovoltaic support is provided, comprising:

[0032] Two-dimensional truss 1 is composed of upper chord 11, lower chord 12 and multiple sets of web members 13. The upper chord 11 and lower chord 12 are arranged in parallel at intervals, and the multiple sets of web members 13 are connected between the upper chord 11 and lower chord 12. Two sets of two-dimensional trusses 1 are arranged in parallel at intervals and are fixedly connected by support beams 2.

[0033] Purlins 3, multiple sets of purlins 3 are mounted on the top side of the upper chord 11 of two sets of two-dimensional trusses 1, and are set perpendicular to the two-dimensional trusses 1;

[0034] Diagonal bracing 4, multiple sets of diagonal bracing 4 are installed on the bottom side of the upper chord 11 of the two sets of two-dimensional trusses 1, and are inclined to the two-dimensional trusses 1;

[0035] Coupler 5, one end of multiple sets of coupler 5 is connected to the lower chord 12 of the two-dimensional truss 1, and the other end is connected to the bottom side of the purlin 3, and is inclined to the two-dimensional truss 1 and the purlin 3.

[0036] like Figures 1 to 7 As shown, in an exemplary embodiment of this utility model, two adjacent sets of web members 13, together with the upper chord member 11 and the lower chord member 12, form an isosceles trapezoidal structure.

[0037] like Figures 1 to 7 As shown, in an exemplary embodiment of this utility model, the support beam 2 is configured as an H-shaped structure, including a horizontal beam 21 and two vertical beams 22. The two vertical beams 22 are fixed at both ends of the horizontal beam 21. The two vertical beams 22 are correspondingly arranged with two sets of two-dimensional trusses 1. The upper and lower ends of the vertical beams 22 are respectively used to connect the upper chord 11 and the lower chord 12.

[0038] like Figures 1 to 7 As shown, in an exemplary embodiment of this utility model, the upper chord 11 and the lower chord 12 have the same structure, both consisting of two sets of parallel C-shaped steels spaced apart, with the web member 13 and the vertical beam 22 sandwiched between the two C-shaped steels.

[0039] like Figures 1 to 7 As shown, in an exemplary embodiment of this utility model, two adjacent diagonal braces 4 are configured as a ∠-shaped structure.

[0040] like Figures 1 to 7As shown, in an exemplary embodiment of this utility model, the horizontal beam 21 and the vertical beam 22, the vertical beam 22 and the upper chord 11, the vertical beam 22 and the lower chord 12, the upper chord 11 and the web member 13, the lower chord 12 and the web member 13, the purlin 3 and the upper chord 11, the diagonal brace 4 and the upper chord 11, the coupling brace 5 and the lower chord 12, and the coupling brace 5 and the purlin 3 are all fixedly connected by bolts.

[0041] Therefore, this utility model has the following advantages:

[0042] This space frame structure can achieve large spans, with lengths and spans easily exceeding twice that of ordinary C-shaped steel designs. It is used for building photovoltaic systems in agricultural and fishery areas, requiring fewer columns and having higher support structures, thus maximizing space utilization and benefiting agricultural and fishery income while improving work efficiency.

[0043] The key feature of this space frame structure is its use of cold-formed C-shaped steel and hot-formed steel. The entire structure requires no welding; all parts are connected by bolts. This reduces the construction period, lowers production costs, and avoids the problems associated with welding, which relies on skilled workers.

[0044] This space frame structure is mainly composed of two-dimensional trusses, combined with diagonal braces, corner braces, and purlins, to achieve the stability of a three-dimensional truss (i.e., space frame).

[0045] In this space frame structure, both the upper and lower chords of the two-dimensional truss are composed of two C-shaped steel sections. This eliminates the need for precision in the steel sections themselves and their compatibility with the web members, thus reducing the requirements for machining accuracy. Furthermore, the two C-shaped steel sections are spread apart by the web members, allowing the infinite material to achieve a wider effect. The greater the truss width, the higher its strength.

[0046] The above embodiments are merely illustrative of the principles and effects of this utility model and are not intended to limit the scope of this utility model. Any person skilled in the art can modify or alter the above embodiments without departing from the spirit and scope of this utility model. Therefore, all equivalent modifications or alterations made by those skilled in the art without departing from the spirit and technical concept disclosed in this utility model should still be covered by the claims of this utility model.

Claims

1. A grid structure used in photovoltaic mounting systems, characterized in that, include: A two-dimensional truss is composed of an upper chord, a lower chord, and multiple sets of web members. The upper chord and the lower chord are arranged in parallel with intervals, and the multiple sets of web members are connected between the upper chord and the lower chord. Two sets of two-dimensional trusses are arranged in parallel with intervals and are fixedly connected by support beams. Purlins, multiple sets of purlins are mounted on the top side of the upper chord of the two sets of two-dimensional trusses and are set perpendicular to the two-dimensional trusses; Diagonal bracing, multiple sets of the diagonal bracing are erected on the bottom side of the upper chord of the two sets of two-dimensional trusses, and are inclined to the two-dimensional trusses; The coupling brace consists of multiple sets of coupling braces, one end of which is connected to the lower chord of the two-dimensional truss, and the other end of which is connected to the bottom side of the purlin, and is inclined to the two-dimensional truss and the purlin.

2. The grid structure applied in photovoltaic support according to claim 1, characterized in that: The two adjacent sets of web members, together with the upper chord and the lower chord, form an isosceles trapezoidal structure.

3. The grid structure applied in photovoltaic support according to claim 1, characterized in that: The supporting beam is configured as an H-shaped structure, including one horizontal beam and two vertical beams. The two vertical beams are fixed at both ends of the horizontal beam. The two vertical beams are correspondingly arranged with the two sets of two-dimensional trusses. The upper and lower ends of the vertical beams are used to connect the upper chord and the lower chord, respectively.

4. The grid structure applied in photovoltaic support according to claim 3, characterized in that: The upper chord and the lower chord have the same structure, both consisting of two sets of parallel C-shaped steels spaced apart. The web members and the vertical beams are both sandwiched between the two C-shaped steels.

5. The grid structure applied in photovoltaic support according to claim 1, characterized in that: The two adjacent diagonal braces form a ∠-shaped structure.

6. The grid structure applied in photovoltaic brackets according to claim 3, characterized in that: The horizontal beam and the vertical beam, the vertical beam and the upper chord, the vertical beam and the lower chord, the upper chord and the web member, the lower chord and the web member, the purlin and the upper chord, the diagonal brace and the upper chord, the coupling brace and the lower chord, and the coupling brace and the purlin are all fixedly connected by bolts.