Independent column photovoltaic support with excellent anti-seismic performance

The independent column photovoltaic bracket addresses earthquake resistance issues by integrating protective layers, high-strength springs, and damping rods to absorb seismic forces, ensuring structural stability and preventing damage.

CN119109383APending Publication Date: 2024-12-10GUANGXI UNIV
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Patent Information

Application Number
CN202411302603.7
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-09-18
Publication Date
2024-12-10

AI Technical Summary

Technical Problem

Existing independent column photovoltaic supports lack sufficient earthquake resistance due to structural limitations, particularly in the connectors and nodes, leading to instability and potential damage during seismic events.

Method used

An independent column photovoltaic bracket with enhanced seismic performance, featuring a foundation with concrete and rubber protective layers, a load-bearing column with high-strength springs and rubber sleeves, a central ball hinge seat with elastic components, and a shock-absorbing damping rod system, connected by steel cables to improve stability and absorb seismic forces.

Benefits of technology

The bracket effectively reduces vibration transmission through multiple layers of shock absorption, enhancing structural stability and preventing damage during earthquakes by utilizing coordinated shock-absorbing mechanisms.

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Abstract

The invention discloses an independent column photovoltaic support with excellent anti-seismic performance. The independent column photovoltaic support comprises a foundation, a bearing column, a central spherical hinge seat, a photovoltaic supporting plate, a damping rod and a steel cable. The foundation comprises a concrete protection layer, a rubber protection layer and an anchoring ring so as to stabilize the whole structure; the bearing column comprises a supporting column, an axis column, a high-strength spring, a rubber protection sleeve and an axial lantern ring and is used for weakening vibration of the shock absorption damping rod. The central spherical hinge seat comprises a base, a spring, an elastic rubber ring, a middle seat, a sliding lining, a top cover, a spherical hinge, a supporting joint and a screw, and is used for vibration reduction of the photovoltaic supporting plate; the photovoltaic supporting plate comprises a supporting flat plate, a short screw, a long screw, a spherical hinge top, a small spherical hinge, a spherical hinge bottom, a small screw and a hanging lug and is used for supporting and damping a photovoltaic plate. The damping rod comprises a concave rod, a convex rod, a rubber protective sleeve, an outer spring and an inner spring and is used for stabilizing and damping the photovoltaic support plate; the fixing steel cables are connected with the foundation and the photovoltaic supporting plates so as to stabilize the whole structure.
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Description

Technical Field

[0001] The invention relates to the technical field of solar photovoltaics, and in particular to an independent column photovoltaic support with excellent earthquake resistance. Background Art

[0002] Independent column photovoltaic support is a common support structure in solar power generation projects. It is supported by an independent column and fixed at a suitable angle according to the sunshine conditions in different regions to maximize the absorption of solar radiation. The advantages of this support system are quick construction, easy maintenance, safety and reliability, high durability, and it is suitable for framed and frameless components. The simple structure and easy installation of the independent column photovoltaic support system make it a cost-effective solution for smaller photovoltaic power station systems.

[0003] At present, most independent column photovoltaic brackets have deficiencies in earthquake resistance due to their own structural limitations. Independent column photovoltaic brackets mainly rely on a single row of columns for support, and this structure is easily affected when facing strong earthquakes. The connectors and nodes in the bracket are often the weak links of the structure. When there is a lack of multi-directional support and insufficient ability to disperse seismic forces, it is easy to be damaged and destroyed during an earthquake, resulting in a decrease in the overall stability of the bracket.

[0004] To this end, we provide an independent column photovoltaic bracket with excellent seismic performance, which improves the seismic performance of the independent column photovoltaic bracket, improves its stability during use, and is easy to install. It has practical significance and good application prospects. Summary of the invention

[0005] In view of the deficiencies existing in the above-mentioned background technology, the present invention proposes an independent column photovoltaic bracket with excellent seismic resistance, which has the advantages of stable structure, good shock absorption effect and easy installation.

[0006] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: an independent column photovoltaic bracket with excellent seismic resistance, comprising a foundation, a load-bearing column, a central ball hinge seat, a photovoltaic support plate, a shock-absorbing damping rod, and a steel cable, characterized in that: the load-bearing column is fixedly buried in the foundation, the central ball hinge seat is connected to the load-bearing column, the photovoltaic support plate is connected to the central ball hinge seat, the four corners of the photovoltaic support plate are connected to the load-bearing column through the shock-absorbing damping rod, one end of the fixed steel cable is connected to the foundation, and the other end is connected to the photovoltaic support plate.

[0007] As a preferred technical solution of the present invention, the foundation includes a concrete protective layer, a rubber protective layer, and an anchor ring. The rubber protective layer is wrapped around the underground part of the load-bearing column, a concrete protective layer is poured on the outside, and the anchor ring is inserted into the concrete protective layer.

[0008] As a preferred technical solution of the present invention, the load-bearing column includes a support column, an axial column, a high-strength spring, a rubber protective sleeve, and an axial ring. The axial column is fixed to the upper part of the support column, and the support column is inserted into the axial ring. High-strength springs are fixed on the upper and lower parts of the axial ring, and the outer side of the high-strength spring is wrapped with a rubber protective sleeve.

[0009] As a preferred technical solution of the present invention, the central ball joint seat includes a base, a spring, an elastic rubber ring, a middle seat, a sliding lining, a top cover, a ball joint, a support joint, and a screw. The bottom of the base is connected to the central column, and the top of the base is connected to the spring and the elastic rubber ring. The spring and the elastic rubber ring are connected to the middle seat and are wrapped with a rubber protective cover on the outside. The middle seat is connected to the top cover by screws, and a sliding lining is inside to wrap the ball joint, and the ball joint is connected to the support joint.

[0010] As a preferred technical solution of the present invention, the photovoltaic support panel includes a supporting plate, short screws, long screws, a ball joint top, a small ball joint, a ball joint bottom, small screws, and hanging ears. The supporting plate is connected to the supporting joint through short screws and long screws. Grooves are left at the top corners around the supporting plate. The ball joint top, the small ball joint and the ball joint bottom are connected to the supporting plate through small screws, and hanging ears are installed next to the grooves.

[0011] As a preferred technical solution of the present invention, the shock-absorbing damping rod includes a concave rod, a convex rod, a rubber protective cover, an outer spring, and an inner spring. The inner spring connects the concave rod and the convex rod, and an outer spring is installed outside the concave rod and the convex rod. The outer spring is wrapped with a rubber protective cover.

[0012] As a preferred technical solution of the present invention, one end of the steel cable is connected to an anchor ring on the foundation, and the other end is connected to the hanging ears next to the top corners of the photovoltaic support panel.

[0013] As a preferred technical solution of the present invention, the above-mentioned spring components including the high-strength spring in the load-bearing column, the spring in the central ball joint seat, the outer spring and the inner spring in the shock-absorbing damping rod, etc., their physical properties such as elastic force and strength should be determined by calculation according to the size of the load in actual working conditions.

[0014] Compared with the prior art, the beneficial effects of the present invention are as follows.

[0015] By adopting the above technical solution, the vibration transmitted from the ground to the load-bearing columns is reduced through the coordinated use of the concrete protective layer and the embedded rubber protective layer, thereby achieving the first level of shock absorption.

[0016] By adopting the above technical solution and using two high-strength springs in combination, the axial collar can perform shock absorption and force release within the range of the central column, thereby reducing the vibration transmitted to the shock-absorbing damping rod and achieving the second level of shock absorption.

[0017] By adopting the above technical solution, the spring and elastic rubber ring inside the central ball joint are used in combination to reduce the vibration transmitted from the load-bearing column to the photovoltaic support panel, thereby achieving the third level of shock absorption.

[0018] By adopting the above technical solution and using the inner and outer springs of the shock-absorbing damping rod in coordination, the vibration transmitted from the load-bearing column to the photovoltaic support panel is reduced, thereby further improving the shock-absorbing effect.

[0019] By adopting the above technical solution, the foundation and the photovoltaic support panel are connected by steel cables, thereby improving the stability of the overall structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 It is a structural cross-sectional view of the front view of the present invention.

[0021] Figure 2 It is a schematic diagram of the enlarged structure of point A of the present invention.

[0022] Figure 3 It is a schematic diagram of the enlarged structure of point B of the present invention.

[0023] Figure 4 It is a schematic diagram of the enlarged structure of point C of the present invention.

[0024] Figure 5 It is a schematic diagram of the enlarged structure of point D of the present invention.

[0025] Figure 6 This is an enlarged cross-sectional view of the internal structure at position D of the present invention.

[0026] Figure 7 This is a schematic diagram of the enlarged structure of location E of the present invention.

[0027] Figure 8 It is a top view of the axial sleeve ring of the present invention.

[0028] Fig. 9 This is a top view of the supporting plate of the present invention.

[0029] Fig.10 It is a structural schematic diagram of the front view of the invention.

[0030] Explanation of the accompanying drawings: 1. foundation; 2. load-bearing column; 3. central ball joint seat; 4. photovoltaic support plate; 5. shock-absorbing damping rod; 6. steel cable; 11. concrete protective layer; 12. rubber protective layer; 13. anchor ring; 21. support column; 22. axial column; 23. high-strength spring; 24. rubber protective sleeve; 25. axial sleeve; 31. base; 32. spring; 33. elastic rubber ring; 34. middle seat; 35. sliding lining; 36. top cover; 37. ball joint; 38. support section; 39. screw; 41. support plate; 42. short screw; 43. long screw; 44. top of ball joint; 45. small ball joint; 46. bottom of ball joint; 47. small screw; 48. hanging ear; 51. concave rod; 52. convex rod; 53. rubber protective sleeve; 54. outer spring; 55. inner spring. DETAILED DESCRIPTION

[0031] The following is a complete description of the technical solutions used in the present invention in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the following embodiments are special cases of the application of the present invention, not all embodiments, and any other embodiments based on the scope of the subject matter described in the present invention and without creative work by those skilled in the art are within the scope of protection of the present invention.

[0032] See also Figure 1-10 The present invention provides a technical solution: an independent column photovoltaic bracket with excellent seismic performance, including a foundation 1, the foundation 1 includes a concrete protective layer 11, a rubber protective layer 12, and an anchor ring 13, the rubber protective layer 12 is wrapped around the underground part of the load-bearing column 2, the concrete protective layer 11 is poured on the outside, and the anchor ring 13 is inserted into the concrete protective layer 11.

[0033] The load-bearing column 2 includes a support column 21, an axial column 22, a high-strength spring 23, a rubber protective sleeve 24, and an axial ring 25. The axial column 22 is fixed to the upper part of the support column 21, and the support column 21 is inserted into the axial ring 25. The high-strength spring 23 is fixed on the upper and lower parts of the axial ring 25, and the outer side of the high-strength spring 23 is wrapped with a rubber protective sleeve 24.

[0034] The central ball joint seat 3 includes a base 31, a spring 32, an elastic rubber ring 33, a middle seat 34, a sliding lining 35, a top cover 36, a ball joint 37, a support joint 38, and a screw 39. The base 31 is connected to the shaft column 22 at the bottom, and is connected to the spring 32 and the elastic rubber ring 33 at the top. The spring 32 and the elastic rubber ring 33 are connected to the middle seat 33 and are wrapped with a rubber protective cover on the outside. The middle seat 33 is connected to the top cover 36 by screws 39, and has a sliding lining 35 inside to wrap the ball joint 37, and the ball joint 37 is connected to the support joint 38.

[0035] The photovoltaic support panel 4 includes a support plate 41, a short screw 42, a long screw 43, a ball joint top 44, a small ball joint 45, a ball joint bottom 46, a small screw 47, and a hanging ear 48. The support plate 41 is connected to the support joint 38 by the short screw 42 and the long screw 43. Slots are left at the top corners of the support plate 41. The ball joint top 44, the small ball joint 45 and the ball joint bottom 46 are connected to the support plate 41 by small screws 47, and a hanging ear 48 is installed next to the slot.

[0036] The shock-absorbing damping rod 5 includes a concave rod 51, a convex rod 52, a rubber protective sleeve 53, an outer spring 54, and an inner spring 55. The inner spring 55 connects the concave rod 51 and the convex rod 52. The outer spring 54 is installed outside the concave rod 51 and the convex rod 52. The outer spring 54 is wrapped with a rubber protective sleeve 53.

[0037] One end of the steel cable 6 is connected to the anchor ring 13 on the foundation 1 , and the other end is connected to the hanging ears 48 around the top corners of the photovoltaic support panel 4 .

[0038] The following is a detailed description of the working principle of this independent column photovoltaic bracket with excellent seismic performance.

[0039] like Figure 1-10 As shown, during use, when vibration occurs, the concrete protective layer 11 first receives the vibration from the foundation, and then the vibration is transmitted to the rubber protective layer 12, and then transmitted to the load-bearing column 2 by the rubber protective layer 12. In this process, the concrete protective layer 11 and the rubber protective layer 12 absorb the vibration to achieve the first level of shock absorption.

[0040] The vibration of the foundation is transmitted to the load-bearing column 2. Under the combination of the two high-strength springs 23, the axial collar 25 shakes irregularly to release force and reduce shock, so that the vibration transmitted to the central ball joint seat 3 and the shock-absorbing damping rod 5 is weakened, realizing the second level of shock absorption. The rubber protective sleeve 24 protects the high-strength spring 23 and enables it to work normally.

[0041] The vibration of the load-bearing column 2 is transmitted to the central ball joint seat 3. The spring 32, elastic rubber ring 33 and sliding lining 35 inside the central ball joint seat 3 will further absorb the vibration, reduce the vibration transmitted to the photovoltaic support panel 4, and realize the third level of shock absorption.

[0042] The vibration of the load-bearing column 2 is transmitted to the shock-absorbing damping rod 5, and the shock-absorbing damping rod 5 is extended and retracted through the action of the inner spring 55 and the outer spring 54, thereby further absorbing the vibration and improving the shock-absorbing effect.

[0043] The photovoltaic support plate 4 adopts a "M-shaped" design to reduce its own weight and save materials. The photovoltaic support plate 4 is connected to the central ball joint seat 3 through the ball joint 37, and is connected to the shock-absorbing damping rod 5 through the small ball joint 45, so that the connection part can produce a small rotation, effectively preventing the connection part from being damaged by force, and the friction between the ball joint 37 and the small ball joint 45 can also reduce vibration.

[0044] One end of the steel cable 6 is connected to the anchor ring 13 on the foundation 1, and the other end is connected to the hanging ears 48 around the top corners of the photovoltaic support panel 4. The tension provided by the steel cable 6 can improve the stability of the overall structure when it is subjected to vibration.

[0045] It should be noted that, in this document, unless otherwise specified, the terms "installation", "connection", etc. should be understood in a broader sense. For example, "connection" can refer to both fixedly connected parts and detachably connected parts. According to the above drawings, ordinary technicians in this field can understand the specific meanings of the above terms according to specific circumstances. In addition, the term "includes" or any other variant thereof is intended to cover non-exclusive inclusion, so that a process, method, article or device that includes a series of elements includes not only those elements, but also other elements that are not explicitly listed, or also includes elements inherent to such process, method, article or device.

[0046] The above description is only a preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto. Any modification or substitution made by any ordinary technician familiar with the technical field within the technical scope disclosed by the present invention and based on the technical solution and spiritual principles of the present invention shall be covered within the protection scope of the present invention.

Claims

1. An independent column photovoltaic support with excellent earthquake resistance, comprising a foundation (1), a load-bearing column (2), a central ball joint seat (3), a photovoltaic support plate (4), a shock-absorbing damping rod (5), and a steel cable (6), characterized in that: The load-bearing column (2) is fixedly embedded in the foundation (1), the central ball joint seat (3) is connected to the load-bearing column (2), the photovoltaic support plate (4) is connected to the central ball joint seat (3), the four corners of the photovoltaic support plate (4) are connected to the load-bearing column (2) via shock-absorbing damping rods (5), and one end of the fixing steel cable (6) is connected to the foundation (1), and the other end is connected to the photovoltaic support plate (4).

2. The independent column photovoltaic support with excellent earthquake resistance as claimed in claim 1, characterized in that: The foundation (1) comprises a concrete protective layer (11), a rubber protective layer (12), and an anchor ring (13); the rubber protective layer (12) is wrapped around the underground part of the load-bearing column (2), the concrete protective layer (11) is poured on the outside, and the anchor ring (13) is inserted into the concrete protective layer (11).

3. The independent column photovoltaic support with excellent earthquake resistance as claimed in claim 1, characterized in that: The load-bearing column (2) comprises a support column (21), an axial column (22), a high-strength spring (23), a rubber protective sleeve (24), and an axial sleeve (25). The axial column (22) is fixed to the upper part of the support column (21), the support column (21) is inserted into the axial sleeve (25), the upper part and the lower part of the axial sleeve (25) are respectively fixed with a high-strength spring (23), and the outer side of the high-strength spring (23) is wrapped with a rubber protective sleeve (24).

4. The independent column photovoltaic support with excellent earthquake resistance as claimed in claim 1, characterized in that: The central ball joint seat (3) comprises a base (31), a spring (32), an elastic rubber ring (33), a middle seat (34), a sliding lining (35), a top cover (36), a ball joint (37), a support joint (38), and a screw (39). The base (31) is connected to the shaft column (22) at the bottom, and is connected to the spring (32) and the elastic rubber ring (33) at the top. The spring (32) and the elastic rubber ring (33) are connected to the middle seat (33) and are wrapped with a rubber protective sleeve on the outside. The middle seat (33) is connected to the top cover (36) via a screw (39), and has a sliding lining (35) inside that wraps the ball joint (37). The ball joint (37) is connected to the support joint (38).

5. The independent column photovoltaic support with excellent earthquake resistance as claimed in claim 1, characterized in that: The photovoltaic support plate (4) comprises a support plate (41), a short screw (42), a long screw (43), a ball joint top (44), a small ball joint (45), a ball joint bottom (46), a small screw (47), and a hanging ear (48). The support plate (41) is connected to the support joint (38) via the short screw (42) and the long screw (43). Grooves are left at the top corners of the support plate (41). The ball joint top (44), the small ball joint (45), and the ball joint bottom (46) are connected to the support plate (41) via the small screw (47). A hanging ear (48) is installed next to the groove.

6. The independent column photovoltaic support with excellent earthquake resistance as claimed in claim 1, characterized in that: The shock-absorbing damping rod (5) comprises a concave rod (51), a convex rod (52), a rubber protective sleeve (53), an outer spring (54), and an inner spring (55); the inner spring (55) connects the concave rod (51) and the convex rod (52); the outer spring (54) is installed outside the concave rod (51) and the convex rod (52); and the outer spring (54) is wrapped with the rubber protective sleeve (53) outside.

7. The independent column photovoltaic support with excellent earthquake resistance as claimed in claim 1, characterized in that: One end of the steel cable (6) is connected to an anchor ring (13) on the foundation (1), and the other end is connected to a hanging lug (48) next to the top corners of the photovoltaic support panel (4).

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