Steel support for flat single-axis photovoltaic panels
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-06-27
- Publication Date
- 2026-08-11
AI Technical Summary
平单轴形式的光伏支架大多采用单立柱形式,单立柱形式在支架高度较大时,需要较大的钢立柱和基础来承载上部光伏组件传下的荷载,导致材料成本和施工成本的增加
本实用新型与现有技术相比,结构形式稳定,节约钢材用量。适用于支架顶高度大于3m的平单轴光伏板安装使用。
Smart Images

Figure CN224626596U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to a steel bracket for a flat single-axis photovoltaic panel, belonging to the technical field of photovoltaic panel brackets. Background Technology
[0002] As my country officially enters a new era of low-carbon development, photovoltaic power generation has become an important force in future energy development. In order to better conserve resources and improve land utilization, photovoltaic project supports have taken on various forms. Single-axis photovoltaic supports mostly use a single-column design. When the support height is large, a large steel column and foundation are required to support the load transmitted from the upper photovoltaic modules, leading to increased material and construction costs. Summary of the Invention
[0003] To address the aforementioned problems, this utility model discloses a steel bracket for a flat single-axis photovoltaic panel, the specific technical solution of which is as follows: A steel bracket for a flat single-axis photovoltaic panel includes several bracket units. A flat single axis is horizontally arranged below the photovoltaic panel. The two ends of the flat single axis are arranged at the top of the bracket units. The bracket units support the flat single axis, and the photovoltaic panel can rotate around the flat single axis. The support unit includes two oppositely arranged inclined steel columns (1), the tops of the two inclined steel columns (1) are close together and connected by column top connectors (4), and column foot connectors (5) are provided at the bottom of the inclined steel columns (1), and the column foot connectors (5) are fixed on the ground foundation (6). A support rod assembly (3) is provided between the two inclined steel columns (1), and the support rod assembly (3) fixes the included angle between the two inclined steel columns (1).
[0004] Furthermore, the inclined steel column (1) includes several sections, and adjacent sections are connected by steel column connectors (2).
[0005] Furthermore, the inclined steel column (1) includes two sections connected by a steel column connector (2).
[0006] Furthermore, the cross-section of the inclined steel column (1) is rectangular, square, or circular.
[0007] Furthermore, the cross-sectional shape of the steel column connector (2) is consistent with the cross-sectional shape of the inclined steel column (1). Two adjacent inclined steel columns (1) are inserted into the steel column connector (2) from both ends. The steel column connector (2) and the inserted inclined steel column (1) are provided with several elongated holes. The elongated holes of the steel column connector (2) and the inclined steel column (1) are aligned and tightened by fastening bolts (7) from one side of the steel column connector (2) to the other side.
[0008] Furthermore, the column top connector (4) includes a horizontally arranged top plate (43), and two parallel connecting plates a (41) extending downward are provided on the lower surface of the top plate (43). Each connecting plate a (41) has two horizontal connecting holes a. The top of the inclined steel column (1) is provided with a connecting hole A. The tops of the two inclined steel columns (1) are symmetrically inserted into the channel between the two connecting plates a (41) from both sides. The connecting hole A at the top of each inclined steel column (1) is aligned with the connecting hole a of the two connecting plates a (41). The column is connected and fixed by connecting bolts passing through the connecting hole a and the connecting hole A.
[0009] Furthermore, a gap is left between the outer side of the connecting plate a (41) and the corresponding edge of the top plate (43). Each connecting plate a (41) has three equally spaced stiffening plates a (42) on its outer side. The two connecting holes a on each connecting plate a (41) are located in the two gaps formed by the three stiffening plates a (42).
[0010] Furthermore, the support rod assembly (3) includes two parallel horizontal support rods and an inclined rod. One horizontal support rod is located above the steel column connector (2), and the other horizontal support rod is located below the steel column connector (2). The upper end of the inclined rod is connected to one end of the horizontal support rod above the steel column connector (2), and the lower end of the inclined rod is connected to one end of the horizontal support rod below the steel column connector (2). The inclined rod spans and connects the two inclined steel columns (1).
[0011] Furthermore, the column base connector (5) includes a base plate (53) and two connecting plates b (51) vertically arranged on the upper surface of the base plate. The connecting plate b (51) has a connecting hole b. The bottom of the inclined steel column (1) also has a connecting hole B. The bottom of the inclined steel column (1) is inserted into the space between the two connecting plates b (51). The connecting hole B of the inclined steel column (1) is aligned with the connecting hole b of the connecting plate b (51). The bolts are passed through the connecting hole b and the connecting hole B and tightened to connect and fix them. There is a gap between the outer side of the connecting plate b (51) and the edge of the adjacent bottom plate (53). Two stiffening plates b (52) perpendicular to the connecting plate b (51) are provided on the outer side of the connecting plate b (51). The bottom of the stiffening plates b (52) is fixedly connected to the bottom plate (53) and located on both sides of the connecting hole b.
[0012] Furthermore, the ground foundation (6) is a pier formed by filling cement after digging a pit in the ground, and the bottom of the column foot connector (5) is fixed to the surface of the pier or partially poured into the pier.
[0013] The beneficial effects of this utility model are: Compared with existing technologies, this invention features a stable structure and saves on steel consumption. It is suitable for installation of flat single-axis photovoltaic panels with a support top height greater than 3m. Attached Figure Description
[0014] Figure 1 This is a structural schematic diagram of the present invention. Figure 2 This is a schematic diagram of the steel column connector of this utility model. Figure 3 This is a front view of the column top connector of this utility model. Figure 4 yes Figure 3 Section view along direction A in the middle, Figure 5 This is a front view of the column base connector of this utility model. Figure 6 yes Figure 5 Section view along line B in the middle, List of reference numerals in the attached drawings: 1—inclined steel column, 2—steel column connector, 3—support rod assembly, 4—column top connector, 5—column base connector, 6—ground foundation, 7—fastening bolt, 41—connecting plate a, 42—stiffening plate a, 43—top plate, 51—connecting plate b, 52—stiffening plate b, 53—bottom plate. Detailed Implementation
[0015] The present invention will be further illustrated below with reference to the accompanying drawings and specific embodiments. It should be understood that the following specific embodiments are for illustrative purposes only and are not intended to limit the scope of the present invention.
[0016] This steel support frame for flat single-axis photovoltaic panels comprises several support units. A flat single axis is horizontally positioned below the photovoltaic panel, with both ends of the axis located at the top of the support units. The support units support the flat single axis, allowing the photovoltaic panel to rotate around it. The photovoltaic panel rotates according to the position of the sunlight, ensuring it faces the sun.
[0017] Combined with appendix Figure 1-6 As can be seen, the support unit includes two oppositely arranged inclined steel columns 1, with the tops of the two inclined steel columns 1 abutting each other and connected by column top connectors 4. The bottom of the inclined steel columns 1 is provided with column foot connectors 5, which are fixed to the ground foundation 6. The ground foundation is a pier formed by filling a pit with cement after excavation. The bottom of the column foot connector (5) is fixed to the surface of the pier or partially poured into the pier.
[0018] The cross-section of the inclined steel column 1 can be rectangular, square, or circular. A rectangular cross-section is the most commonly chosen option due to its ease of production, transportation, and installation.
[0019] A support rod assembly 3 is installed between the two inclined steel columns 1, fixing the included angle between them. The support rod assembly 3 includes two parallel horizontal support rods and an inclined rod. One horizontal support rod is located above the steel column connector 2, and the other is located below it. The upper end of the inclined rod is connected to one end of the horizontal support rod above the steel column connector 2, and the lower end is connected to one end of the horizontal support rod below the steel column connector 2. The inclined rod spans across the two inclined steel columns 1. The support rod assembly 3 fixes the positional relationship between the two inclined steel columns 1, stabilizing them and making the support unit more stable.
[0020] The inclined steel column 1 comprises several sections, with adjacent sections connected by steel column connectors 2. As one embodiment, the inclined steel column 1 includes two sections connected by steel column connectors 2. Further, as a specific embodiment of the steel column connector 2, the cross-sectional shape of the steel column connector 2 is consistent with the cross-sectional shape of the inclined steel column 1. Two adjacent inclined steel column sections 1 are inserted into the steel column connector 2 from both ends. Both the steel column connector 2 and the inserted inclined steel column sections have several elongated holes. The elongated holes of the steel column connector 2 and the inclined steel column 1 are aligned and tightened by fastening bolts 7 extending from one side of the steel column connector 2 to the other.
[0021] The following is a specific embodiment of the column top connector 4, which includes a horizontally arranged top plate 43. Two parallel connecting plates a41 extending downward are arranged on the lower surface of the top plate 43. Each connecting plate a41 has two horizontal connecting holes a. The top of the inclined steel column 1 has a connecting hole A. The tops of the two inclined steel columns 1 are symmetrically inserted into the channel between the two connecting plates a41 from both sides. The connecting hole A at the top of each inclined steel column 1 is aligned with the connecting hole a of the two connecting plates a41 respectively. The column is connected and fixed by connecting bolts passing through the connecting hole a and the connecting hole A.
[0022] A gap is left between the outer side of the connecting plate a41 and the corresponding edge of the top plate 43. Each connecting plate a41 has three equally spaced stiffening plates a42 on its outer side. The two connecting holes a on each connecting plate a41 are located in the two gaps formed by the three stiffening plates a42. The function of the stiffening plates a42 is to reinforce and stabilize the connecting plate a41 and prevent it from deforming under stress.
[0023] The following is a specific embodiment of the column base connector 5, which includes a base plate 53 and two connecting plates b51 vertically arranged on the upper surface of the base plate. The connecting plates b51 have connecting holes b, and the bottom of the inclined steel column 1 also has connecting holes B. The bottom of the inclined steel column 1 is inserted into the space between the two connecting plates b51. The connecting holes B of the inclined steel column 1 are aligned with the connecting holes b of the connecting plates b51. The bolts are passed through the connecting holes b and the connecting holes B and tightened to connect and fix them.
[0024] A gap is left between the outer side of the connecting plate b51 and the edge of the adjacent base plate 53. Two stiffening plates b52 perpendicular to the connecting plate b51 are provided on the outer side of the connecting plate b51. The bottom of the stiffening plates b52 is fixedly connected to the base plate 53 and is located on both sides of the connecting hole b. The function of the stiffening plates b52 is to stabilize the connecting plate b51, prevent it from deforming under stress, and keep the spatial structure of the column base connector 5 stable and undeformed.
[0025] Those skilled in the art will understand that, unless otherwise defined, all terms used herein (including technical and scientific terms) have the same meaning as commonly understood by one of ordinary skill in the art to which this application pertains. It should also be understood that terms such as those defined in general dictionaries should be understood to have the same meaning as in the context of the prior art, and should not be interpreted in an idealized or overly formal sense unless defined as herein.
[0026] The term "connection" as used in this application can mean a direct connection between components or an indirect connection between components through other components.
[0027] Based on the above-described preferred embodiments of this utility model, and through the foregoing description, those skilled in the art can make various changes and modifications without departing from the technical concept of this utility model. The technical scope of this utility model is not limited to the contents of the specification, but must be determined according to the scope of the claims.
Claims
1. A steel bracket for a flat single-axis photovoltaic panel, characterized in that, It includes several support units, and a horizontal single shaft is set below the photovoltaic panel. The two ends of the single shaft are set at the top of the support unit, the support unit supports the single shaft, and the photovoltaic panel can rotate around the single shaft. The support unit includes two oppositely arranged inclined steel columns (1), the tops of the two inclined steel columns (1) are close together and connected by column top connectors (4), and column foot connectors (5) are provided at the bottom of the inclined steel columns (1), and the column foot connectors (5) are fixed on the ground foundation (6). A support rod assembly (3) is provided between the two inclined steel columns (1), and the support rod assembly (3) fixes the included angle between the two inclined steel columns (1).
2. The steel bracket for a flat single-axis photovoltaic panel according to claim 1, characterized in that, The inclined steel column (1) includes several sections, and adjacent sections are connected by steel column connectors (2).
3. The steel bracket for a flat single-axis photovoltaic panel according to claim 1, characterized in that, The inclined steel column (1) includes two sections connected by a steel column connector (2).
4. The steel bracket for a flat single-axis photovoltaic panel according to claim 1, characterized in that, The cross-section of the inclined steel column (1) is rectangular, square or circular.
5. The steel bracket for a flat single-axis photovoltaic panel according to claim 2, characterized in that, The cross-sectional shape of the steel column connector (2) is consistent with the cross-sectional shape of the inclined steel column (1). Two adjacent inclined steel columns (1) are inserted into the steel column connector (2) from both ends. The steel column connector (2) and the inclined steel column (1) inserted therein are provided with several elongated holes. The elongated holes of the steel column connector (2) and the inclined steel column (1) are aligned and tightened from one side of the steel column connector (2) to the other side by fastening bolts (7).
6. The steel bracket for a flat single-axis photovoltaic panel according to claim 1, characterized in that, The column top connector (4) includes a horizontally arranged top plate (43), and two parallel connecting plates a (41) extending downward are arranged on the lower surface of the top plate (43). Each connecting plate a (41) has two horizontal connecting holes a. The top of the inclined steel column (1) has a connecting hole A. The tops of the two inclined steel columns (1) are symmetrically inserted into the channel between the two connecting plates a (41) from both sides. The connecting hole A at the top of each inclined steel column (1) is aligned with the connecting hole a of the two connecting plates a (41). The column is connected and fixed by connecting bolts passing through the connecting hole a and the connecting hole A.
7. The steel bracket for a flat single-axis photovoltaic panel according to claim 6, characterized in that, There is a gap between the outer side of the connecting plate a (41) and the corresponding edge of the top plate (43). Each connecting plate a (41) has three equally spaced stiffening plates a (42) on its outer side. The two connecting holes a on each connecting plate a (41) are located in the two gaps formed by the three stiffening plates a (42).
8. The steel bracket for a flat single-axis photovoltaic panel according to claim 1, characterized in that, The support rod assembly (3) includes two parallel horizontal support rods and an inclined rod. One horizontal support rod is located above the steel column connector (2), and the other horizontal support rod is located below the steel column connector (2). The upper end of the inclined rod is connected to one end of the horizontal support rod above the steel column connector (2), and the lower end of the inclined rod is connected to one end of the horizontal support rod below the steel column connector (2). The inclined rod spans and connects two inclined steel columns (1).
9. The steel bracket for a flat single-axis photovoltaic panel according to claim 1, characterized in that, The column base connector (5) includes a base plate (53) and two connecting plates b (51) vertically arranged on the upper surface of the base plate. The connecting plate b (51) has a connecting hole b. The bottom of the inclined steel column (1) also has a connecting hole B. The bottom of the inclined steel column (1) is inserted into the space between the two connecting plates b (51). The connecting hole B of the inclined steel column (1) is aligned with the connecting hole b of the connecting plate b (51). The bolts are passed through the connecting hole b and the connecting hole B and tightened to connect and fix them. There is a gap between the outer side of the connecting plate b (51) and the edge of the adjacent bottom plate (53). Two stiffening plates b (52) perpendicular to the connecting plate b (51) are provided on the outer side of the connecting plate b (51). The bottom of the stiffening plates b (52) is fixedly connected to the bottom plate (53) and located on both sides of the connecting hole b.
10. The steel bracket for a flat single-axis photovoltaic panel according to claim 1, characterized in that, The ground foundation (6) is a pier formed by filling cement after digging a pit in the ground. The bottom of the column foot connector (5) is fixed to the surface of the pier or partially poured into the pier.