Photovoltaic tracking support structure

CN224790594UActive Publication Date: 2026-09-22ZIJIN LONGJING CLEAN ENERGY CO LTD +1
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Patent Information

Application Number
CN202521942955.9
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-09-10
Publication Date
2026-09-22
Estimated Expiration
2035-09-10

AI Technical Summary

Technical Problem

[0003]但是,现有的跟踪支架结构稳定性差,不能够抵抗回填尾矿渣、回填土等复杂场地中的不均匀沉降

Benefits of technology

[0022]本实用新型提供的光伏跟踪支架结构包括联合基础、多根立柱、多个桁架斜梁和多条檩条。联合基础包括底板,底板由连续的钢筋混凝土形成,是一个整体结构,具有较大的刚度和平面尺寸,进而能够有效抵抗不均匀沉降对光伏跟踪支架结构造成的影响,即抗倾覆、抗滑移能力强,且混凝土的联合基础自重较大,可有效抵抗由上部结构传递的风荷载、雪荷载,通用性强。立柱竖直设置于底板上,桁架斜梁转动设置于立柱的顶部,桁架斜梁能够转动调节角度,立柱用于将桁架斜梁架高,使光伏板充分接受太阳辐照;桁架斜梁结构强度高,支撑光伏板,稳定性好,立柱与桁架斜梁配合支撑稳定性好;桁架斜梁转动连接,能够通过监测太阳方位,调整光伏跟踪支架结构的朝向,进而调整光伏板的朝向,从而达到同条件下太阳辐照最大化利用,提高发电量。檩条沿底板的长度方向延伸并依次与每个桁架斜梁连接,多条檩条沿桁架斜梁的长度方向间隔设置,光伏板能够铺设于檩条上,檩条对光伏板支撑稳定性强,且檩条跨度适用性强,施工便捷、效率高。

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Abstract

The utility model belongs to photovoltaic support technical field discloses a kind of photovoltaic tracking support structure. Photovoltaic tracking support structure includes joint foundation, multiple columns, multiple truss inclined beams and multiple purline. Joint foundation includes bottom plate, and bottom plate is formed by continuous reinforced concrete. Column is vertically set on bottom plate, and multiple columns are spaced distribution along the length direction of bottom plate. Truss inclined beam is one-to-one corresponding with column, and truss inclined beam is rotationally set on the top of column, and truss inclined beam can be rotated and adjusted angle in the plane perpendicular to the length direction of bottom plate. Purline is located at the side of truss inclined beam deviating from column, extends along the length direction of bottom plate and is sequentially connected with each truss inclined beam, and multiple purlines are spaced set along the length direction of truss inclined beam, and photovoltaic panel can be laid on purline. The photovoltaic tracking support structure is resistant to overturning, and has strong anti-slippage ability, strong versatility, convenient construction and high efficiency.
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Description

Technical Field

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

[0002] Photovoltaic support structures are mainly used to support and install photovoltaic modules and are a key structure in photovoltaic power generation systems. Photovoltaic support structures are mainly divided into three types: fixed support structures, tracking support structures, and flexible support structures. Among them, tracking support structures actively adjust the orientation of the support structure by monitoring the sun's position, thereby maximizing the utilization of solar irradiance under the same conditions. They have high power generation capacity and strong power generation stability, and are suitable for plains, relatively flat mountainous areas, and other terrains.

[0003] However, the existing tracking support structure has poor stability and cannot resist uneven settlement in complex sites such as backfilled tailings and backfill soil.

[0004] Therefore, there is an urgent need to propose a photovoltaic tracking bracket structure to solve the above problems. Utility Model Content

[0005] The purpose of this utility model is to provide a photovoltaic tracking bracket structure that has strong anti-overturning and anti-slip capabilities, strong versatility, and convenient and efficient construction.

[0006] To achieve this objective, the present invention adopts the following technical solution:

[0007] The photovoltaic tracking bracket structure includes:

[0008] A combined foundation, the combined foundation including a base slab formed of continuous reinforced concrete;

[0009] Multiple columns are vertically installed on the base plate, and the multiple columns are spaced apart along the length of the base plate.

[0010] Multiple truss inclined beams, each corresponding to a column, are rotatably mounted on the top of the column, and can rotate to adjust their angle in a plane perpendicular to the length direction of the base plate.

[0011] Multiple purlins are located on the side of the truss inclined beam away from the column, extend along the length of the base plate and are connected to each of the truss inclined beams in sequence, and the multiple purlins are spaced apart along the length of the truss inclined beams, and photovoltaic panels can be laid on the purlins.

[0012] As an optional technical solution for photovoltaic tracking bracket structure, the photovoltaic tracking bracket structure also includes a first hinge bolt, through which the truss inclined beam and the column are connected.

[0013] As an optional technical solution for the photovoltaic tracking bracket structure, the photovoltaic tracking bracket structure also includes an electric push rod, which is fixed to the side wall of the column and its output end is connected to the truss inclined beam.

[0014] As an optional technical solution for the photovoltaic tracking bracket structure, the photovoltaic tracking bracket structure also includes two second hinge bolts. One of the second hinge bolts connects the fixed end of the electric push rod to the column, and the other second hinge bolt connects the output end of the electric push rod to the truss inclined beam.

[0015] As an optional technical solution for photovoltaic tracking bracket structure, the photovoltaic tracking bracket structure also includes a shock absorber, the two ends of which are respectively connected to the truss inclined beam and the column.

[0016] As an optional technical solution for photovoltaic tracking bracket structure, the shock absorber is a bidirectional damping shock absorber.

[0017] As an optional technical solution for the photovoltaic tracking bracket structure, the photovoltaic tracking bracket structure also includes two third hinge bolts, one of which connects the bottom end of the column and the bidirectional damping shock absorber, and the other of which connects the top end of the truss inclined beam and the bidirectional damping shock absorber.

[0018] As an optional technical solution for photovoltaic tracking bracket structure, the photovoltaic tracking bracket structure further includes a first pressure block and a second pressure block, wherein the first pressure block connects the edge of the purlin and the photovoltaic panel, and the second pressure block connects the middle of the purlin and the photovoltaic panel.

[0019] As an optional technical solution for photovoltaic tracking bracket structure, the base plate is provided with pre-embedded bolts, and the column is fixed to the base plate by the pre-embedded bolts.

[0020] As an optional technical solution for photovoltaic tracking bracket structure, each of the columns is fixed to the base plate by multiple pre-embedded bolts.

[0021] The beneficial effects of this utility model are:

[0022] The photovoltaic tracking bracket structure provided by this utility model includes a combined foundation, multiple columns, multiple truss beams, and multiple purlins. The combined foundation includes a base plate, which is formed by continuous reinforced concrete and is a monolithic structure with high rigidity and planar dimensions. This effectively resists the impact of uneven settlement on the photovoltaic tracking bracket structure, i.e., it has strong anti-overturning and anti-slip capabilities. Furthermore, the concrete combined foundation has a large self-weight, which can effectively resist wind and snow loads transmitted from the superstructure, and it has strong versatility. The columns are vertically installed on the base plate, and the truss beams are rotatably installed on top of the columns. The truss beams can be rotated to adjust their angle. The columns are used to elevate the truss beams, allowing the photovoltaic panels to receive sufficient solar radiation. The truss beams have high structural strength, support the photovoltaic panels, and have good stability. The columns and truss beams work together to provide good support stability. The rotatable connection of the truss beams allows for monitoring the sun's position and adjusting the orientation of the photovoltaic tracking bracket structure, thereby adjusting the orientation of the photovoltaic panels to maximize the utilization of solar radiation under the same conditions and increase power generation. The purlins extend along the length of the base plate and connect sequentially to each truss beam. Multiple purlins are spaced apart along the length of the truss beams. Photovoltaic panels can be laid on the purlins. The purlins provide strong support stability for the photovoltaic panels, and the purlins have strong span applicability, making construction convenient and efficient. Attached Figure Description

[0023] Figure 1 This is a schematic diagram of the photovoltaic tracking bracket structure and photovoltaic panel assembly provided in this embodiment of the utility model;

[0024] Figure 2 This is the first assembly drawing of the support column, column, truss beam and photovoltaic panel provided in this embodiment of the utility model;

[0025] Figure 3 This is a second assembly drawing of the support column, upright column, truss inclined beam and photovoltaic panel provided in this embodiment of the utility model;

[0026] Figure 4 This is a schematic diagram of the structure of the joint basis provided in the embodiment of this utility model;

[0027] Figure 5 yes Figure 2 A magnified view of a portion at point A;

[0028] Figure 6 yes Figure 3 A magnified view of the area at point B;

[0029] Figure 7 yes Figure 3 A magnified view of a section at point C.

[0030] In the picture:

[0031] 10. Photovoltaic panels;

[0032] 100. Combined foundation; 110. Base plate; 120. Support column; 200. Column; 300. Truss inclined beam; 400. Purlin; 410. Fastening bolt; 500. Electric actuator; 600. Shock absorber; 710. First hinge bolt; 720. Second hinge bolt; 730. Third hinge bolt; 740. Embedded bolt; 810. First pressure block; 820. Second pressure block. Detailed Implementation

[0033] The present invention will now be described in further detail with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the present invention and not intended to limit it. Furthermore, it should be noted that, for ease of description, the accompanying drawings show only the parts relevant to the present invention, not the entire structure.

[0034] In the description of this utility model, unless otherwise explicitly specified and limited, the terms "connected," "linked," and "fixed" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; 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; they can refer to the internal communication of two components or the interaction between 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.

[0035] In this invention, unless otherwise explicitly specified and limited, "above" or "below" the second feature can include direct contact between the first and second features, or contact between the first and second features through another feature between them. Furthermore, "above," "over," and "on top" of the second feature includes the first feature directly above or diagonally above the second feature, or simply indicates that the first feature is at a higher horizontal level than the second feature. "Below," "below," and "under" the second feature includes the first feature directly below or diagonally below the second feature, or simply indicates that the first feature is at a lower horizontal level than the second feature.

[0036] In the description of this embodiment, the terms "upper," "lower," "right," etc., refer to the orientation or positional relationship shown in the accompanying drawings. They are used only for ease of description and simplification of operation, and do not indicate or imply that the device or element 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. In addition, the terms "first" and "second" are only used for distinction in description and have no special meaning.

[0037] This embodiment provides a photovoltaic tracking bracket structure, which has strong anti-overturning and anti-slip capabilities, strong versatility, and convenient and efficient construction.

[0038] Specifically, such as Figures 1 to 7 As shown, the photovoltaic tracking support structure includes a combined foundation 100, multiple columns 200, multiple truss beams 300, and multiple purlins 400. The combined foundation 100 includes a base plate 110, which is formed of continuous reinforced concrete. The columns 200 are vertically mounted on the base plate 110, and the multiple columns 200 are spaced apart along the length of the base plate 110. The truss beams 300 correspond one-to-one with the columns 200, and the truss beams 300 are rotatably mounted on top of the columns 200. The truss beams 300 can rotate and adjust their angle in a plane perpendicular to the length of the base plate 110. The purlin 400 is located on the side of the truss inclined beam 300 away from the column 200, extends along the length of the base plate 110 and is connected to each truss inclined beam 300 in sequence. Multiple purlins 400 are spaced apart along the length of the truss inclined beam 300, and the photovoltaic panel 10 can be laid on the purlin 400.

[0039] Based on the above design, the base plate 110 is formed by continuous reinforced concrete and is an integral structure with large rigidity and planar dimensions. This allows it to effectively resist the impact of uneven settlement on the photovoltaic tracking support structure, i.e., it has strong anti-overturning and anti-slip capabilities. In addition, the concrete combined foundation 100 has a large self-weight, which can effectively resist wind loads and snow loads transmitted from the superstructure, and has strong versatility. The column 200 is vertically mounted on the base plate 110, and the truss inclined beam 300 is rotatably mounted on top of the column 200. The truss inclined beam 300 can be rotated to adjust its angle. The column 200 is used to elevate the truss inclined beam 300 so that the photovoltaic panel 10 can fully receive solar radiation. The truss inclined beam 300 has high structural strength, supports the photovoltaic panel 10, and has good stability. The column 200 and the truss inclined beam 300 work together to provide good stability. The truss inclined beam 300 is rotatably connected and can adjust the orientation of the photovoltaic tracking bracket structure by monitoring the sun's position, thereby adjusting the orientation of the photovoltaic panel 10, so as to maximize the utilization of solar radiation under the same conditions and increase power generation. The purlins 400 extend along the length of the base plate 110 and are connected to each truss inclined beam 300 in sequence. Multiple purlins 400 are spaced apart along the length of the truss inclined beam 300. The photovoltaic panel 10 can be laid on the purlins 400. The purlins 400 provide strong support stability for the photovoltaic panel 10, and the purlins 400 have strong span applicability, making construction convenient and efficient.

[0040] In this embodiment, multiple columns 200 are evenly distributed on both sides of the base plate 110 in the width direction, and correspondingly, multiple inclined beam supports are also located on both sides of the base plate 110 in the width direction, that is, two rows of photovoltaic panels 10 are set.

[0041] Of course, in other implementations, multiple rows of columns 200 can be spaced along the width of the base plate 110, and correspondingly multiple rows of truss beams 300 can be installed, thereby creating multiple rows of photovoltaic panels 10.

[0042] Optionally, continue as follows Figure 7 As shown, the base plate 110 is provided with pre-embedded bolts 740, and the column 200 is fixed to the base plate 110 by the pre-embedded bolts 740. This ensures that the construction of the combined foundation 100 is not affected during the production and transportation cycles of the column 200 and the truss inclined beam 300. In remote areas and overseas projects, this can effectively ensure that the construction period is not limited by materials.

[0043] Furthermore, each column 200 is fixed to the base plate 110 by multiple pre-embedded bolts 740.

[0044] In this embodiment, a plurality of support columns 120 are provided on the base plate 110, and each support column 120 corresponds to a column 200. Pre-embedded bolts 740 are located on the top of the support column 120. That is, each support column 120 is provided with a plurality of pre-embedded bolts 740, and the support column 120 and the column 200 are connected by a plurality of corresponding pre-embedded bolts 740.

[0045] It should be noted that the support column 120 and the base plate 110 are integrally formed of reinforced concrete.

[0046] Optionally, continue as follows Figures 1 to 3 As shown, the photovoltaic tracking bracket structure also includes a first pressure block 810 and a second pressure block 820. The first pressure block 810 connects the purlin 400 and the edge of the photovoltaic panel 10, and the second pressure block 820 connects the purlin 400 and the middle of the photovoltaic panel 10. The first pressure block 810 fixes the four sides of the photovoltaic panel 10, and the second pressure block 820 fixes other parts of the photovoltaic panel 10, thereby improving the stability of the photovoltaic panel 10.

[0047] Optionally, continue as follows Figure 6 As shown, the photovoltaic tracking bracket structure also includes fastening bolts 410, and the purlins 400 are fixed to the truss inclined beams 300 by the fastening bolts 410.

[0048] Optionally, continue as follows Figure 5 As shown, the photovoltaic tracking bracket structure also includes a first hinge bolt 710. The truss inclined beam 300 and the column 200 are connected by the first hinge bolt 710, realizing the rotational connection of the truss inclined beam 300. The connection is simple and the structure has high strength.

[0049] Optionally, the photovoltaic tracking bracket structure also includes an electric push rod 500, which is fixed to the side wall of the column 200 and its output end is connected to the truss inclined beam 300. The tilt angle of the photovoltaic panel 10 can be adjusted by controlling the length of the electric push rod 500, which is convenient to adjust. The electric push rod 500 is set between the column 200 and the truss inclined beam 300 to form the support system of the photovoltaic tracking bracket structure, thereby improving the stability of the photovoltaic tracking bracket structure.

[0050] Furthermore, the photovoltaic tracking bracket structure also includes two second hinge bolts 720. One second hinge bolt 720 connects the fixed end of the electric push rod 500 and the column 200, and the other second hinge bolt 720 connects the output end of the electric push rod 500 and the truss inclined beam 300. The electric push rod 500 is set between the column 200 and the truss inclined beam 300 by the second hinge bolts 720, which makes the installation simple and the rotation adjustment effect good.

[0051] Optionally, the photovoltaic tracking bracket structure also includes a shock absorber 600, with the two ends of the shock absorber 600 connected to the truss inclined beam 300 and the column 200, respectively. The shock absorber 600 is used to prevent wind vibration caused by extreme wind weather from damaging the photovoltaic tracking bracket structure and the photovoltaic panel 10.

[0052] Furthermore, the shock absorber 600 is a bidirectional damping shock absorber 600, which provides bidirectional damping and has a good damping effect.

[0053] In this embodiment, the photovoltaic tracking bracket structure also includes two third hinge bolts 730, one of which connects the bottom end of the column 200 and the bidirectional damping shock absorber 600, and the other third hinge bolt 730 connects the top end of the truss inclined beam 300 and the bidirectional damping shock absorber 600.

[0054] Obviously, the above embodiments of this utility model are merely examples for clearly illustrating the present utility model, and are not intended to limit the implementation of the present utility model. Those skilled in the art can make various obvious changes, readjustments, and substitutions without departing from the protection scope of this utility model. It is neither necessary nor possible to exhaustively describe all embodiments here. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of this utility model should be included within the protection scope of the claims of this utility model.

Claims

1. A photovoltaic tracking bracket structure, characterized in that, include: A combined foundation (100) includes a base plate (110), which is an integral structure formed of continuous reinforced concrete; Multiple columns (200) are vertically arranged on the base plate (110), and the multiple columns (200) are spaced apart along the length direction of the base plate (110); Multiple truss inclined beams (300) are provided, each corresponding to one of the columns (200). The truss inclined beams (300) are rotatably mounted on the top of the columns (200) by means of first hinge bolts (710). The truss inclined beams (300) can be rotated and adjusted in a plane perpendicular to the length direction of the base plate (110). Multiple purlins (400) are located on the side of the truss inclined beam (300) away from the column (200), extend along the length direction of the base plate (110) and are connected to each of the truss inclined beams (300) in sequence. The multiple purlins (400) are spaced apart along the length direction of the truss inclined beams (300), and the photovoltaic panel (10) can be laid on the purlins (400).

2. The photovoltaic tracking bracket structure according to claim 1, characterized in that, The photovoltaic tracking bracket structure also includes an electric push rod (500), which is fixed to the side wall of the column (200) and its output end is connected to the truss inclined beam (300).

3. The photovoltaic tracking bracket structure according to claim 2, characterized in that, The photovoltaic tracking bracket structure also includes two second hinge bolts (720). One second hinge bolt (720) connects the fixed end of the electric push rod (500) and the column (200), and the other second hinge bolt (720) connects the output end of the electric push rod (500) and the truss inclined beam (300).

4. The photovoltaic tracking bracket structure according to claim 1, characterized in that, The photovoltaic tracking bracket structure also includes a shock absorber (600), the two ends of which are connected to the truss inclined beam (300) and the column (200), respectively.

5. The photovoltaic tracking bracket structure according to claim 4, characterized in that, The shock absorber (600) is a bidirectional damping shock absorber (600).

6. The photovoltaic tracking bracket structure according to claim 5, characterized in that, The photovoltaic tracking bracket structure also includes two third hinge bolts (730), one of which connects the bottom end of the column (200) and the bidirectional damping shock absorber (600), and the other of which connects the top end of the truss inclined beam (300) and the bidirectional damping shock absorber (600).

7. The photovoltaic tracking bracket structure according to claim 1, characterized in that, The photovoltaic tracking bracket structure also includes a first pressure block (810) and a second pressure block (820). The first pressure block (810) connects the edge of the purlin (400) and the photovoltaic panel (10), and the second pressure block (820) connects the middle of the purlin (400) and the photovoltaic panel (10).

8. The photovoltaic tracking bracket structure according to claim 1, characterized in that, The base plate (110) is provided with pre-embedded bolts (740), and the column (200) is fixed to the base plate (110) by the pre-embedded bolts (740).

9. The photovoltaic tracking bracket structure according to claim 8, characterized in that, Each of the columns (200) is fixed to the base plate (110) by a plurality of pre-embedded bolts (740).