A connection structure between a photovoltaic support and a precast pipe pile
By introducing limiting components and limiting holes into the connection structure between the photovoltaic support and the precast pipe piles, and combining the detachable fixed connection of the column and the diagonal brace, the problem of clamp tilting was solved, and the stability and wind resistance of the photovoltaic support were improved.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- CENT SOUTHERN CHINA ELECTRIC POWER DESIGN INST CHINA POWER ENG CONSULTING GROUP CORP
- Filing Date
- 2025-08-14
- Publication Date
- 2026-06-30
AI Technical Summary
In the existing connection structure between photovoltaic support and precast pipe piles, the clamps are prone to tilting on the precast pipe piles, resulting in low stability of the photovoltaic support.
The design employs limiting components and limiting holes. By setting limiting holes on precast pipe piles and installing limiting components within them, combined with the detachable and fixed connections of columns, inclined beams, and inclined braces, the limiting components are restricted from rotating in the vertical plane, preventing the clamps from tilting.
This improved the stability and wind resistance of the photovoltaic support system, and enhanced the connection rigidity and overall structural stability of the photovoltaic support system.
Smart Images
Figure CN224438866U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the technical field of connecting photovoltaic brackets and precast pipe piles, and particularly to a connection structure for photovoltaic brackets and precast pipe piles. Background Technology
[0002] In photovoltaic power generation systems, solar panels serve as the core carriers of energy conversion, and their installation efficiency and operational stability are highly dependent on the supporting photovoltaic support structure.
[0003] Single-row, single-slope support structures are one of the most common structural forms for ground-mounted fixed photovoltaic systems, widely used in integrated projects such as grass-solar hybrid, forest-solar hybrid, and fishery-solar hybrid. Among these, prestressed concrete pipe pile single-column supports have become one of the mainstream technical routes due to their high efficiency and economy. In this structural system, inclined beams are supported by columns and diagonal braces, thereby supporting the solar panels. The connection between the columns and diagonal braces and the precast concrete pipe pile foundation is usually achieved through clamps. Although clamp connections have the advantages of simplicity and efficiency, in practical engineering applications, insufficient circumferential tightening force can easily lead to relative slippage of components, causing the clamps to tilt on the precast concrete pipe piles, resulting in misalignment of the supporting components and thus structural instability.
[0004] Therefore, it is necessary to improve the existing connection structure between photovoltaic brackets and precast pipe piles to prevent the clamps from tilting on the precast pipe piles, thereby improving the stability of the photovoltaic brackets. Utility Model Content
[0005] The purpose of this utility model is to provide a connection structure between a photovoltaic support and a precast pipe pile, so as to solve the problem that the clamps in the existing connection structure between the photovoltaic support and the precast pipe pile are prone to tilting on the precast pipe pile, resulting in low stability of the photovoltaic support.
[0006] To solve the above-mentioned technical problems, this utility model provides a connection structure between a photovoltaic support and a precast pipe pile, including a clamp, an inclined beam, two columns and two diagonal braces, a limiting member, and a precast pipe pile with a limiting hole for limiting the rotation of the limiting member in a vertical plane. The clamp surrounds the precast pipe pile, the limiting member is disposed in the limiting hole and both ends protrude from the outer surface of the precast pipe pile, the columns are arranged along the axial direction of the precast pipe pile, the two columns are respectively disposed on both sides of the precast pipe pile, and the columns are detachably fixedly connected to the clamp, the top of the column is detachably fixedly connected to the inclined beam, and the column is also detachably fixedly connected to the portion of the limiting member protruding from the outer surface of the precast pipe pile, the two diagonal braces are respectively located on both sides of the precast pipe pile, one end of the diagonal brace is detachably fixedly connected to the inclined beam, and the other end is detachably fixedly connected to the portion of the limiting member protruding from the outer surface of the precast pipe pile.
[0007] Optionally, the clamp, the limiting member, the inclined beam, the column, and the inclined brace are located in the same vertical plane.
[0008] Optionally, the limiting hole penetrates the precast pipe pile radially.
[0009] Optionally, the limiting member protrudes from both ends of the outer surface of the precast pipe pile and is symmetrically arranged about the axis of the precast pipe pile.
[0010] Optionally, during the production of the limiting component, a marking line is reserved at a distance of D / 2 from both sides of the axis of symmetry, where D is the outer diameter of the precast pipe pile.
[0011] Optionally, the shape of the limiting hole is adapted to the shape of the limiting member, the radial cross-sectional dimension of the limiting hole is larger than the cross-section of the limiting member, and an adhesive layer is filled between the limiting hole and the limiting member.
[0012] Optionally, the radial cross-section of the limiting hole is 2 mm larger than the cross-section of the limiting member.
[0013] Optionally, the limiting member is a flat steel, and the thickness of the limiting member is 5mm~7mm.
[0014] Optionally, the two diagonal braces are located on both sides of the precast pipe pile, with one end of the diagonal brace connected to the inclined beam and the other end connected to the portion of the limiting member protruding from the outer surface of the precast pipe pile.
[0015] Optionally, the clamp is positioned closer to the top of the precast pipe pile than the limiting member.
[0016] The connection structure between a photovoltaic support and a precast pipe pile provided by this utility model has the following beneficial effects:
[0017] Since the two columns are respectively set on both sides of the precast pipe pile, and the columns are detachably and fixedly connected to the clamps, and the top of the columns is detachably and fixedly connected to the inclined beam, the inclined beam and the precast pipe pile can be connected through the columns. Since the precast pipe pile has a limiting hole for restricting the rotation of the limiting member in the vertical plane, and the limiting member is set in the limiting hole with both ends protruding from the outer surface of the precast pipe pile, the limiting hole of the precast pipe pile can restrict the limiting member from tilting in the vertical plane. Since the columns are detachably and fixedly connected to the clamps and the portion of the limiting member protruding from the outer surface of the precast pipe pile, and the two diagonal braces are detachably and fixedly connected to the portion of the limiting member protruding from the outer surface of the precast pipe pile, the limiting member has the function of restricting the tilt of the columns and the two diagonal braces relative to the precast pipe pile in the vertical plane, that is, it can restrict the tilt of the inclined beam, improve the stability of the photovoltaic support, and thus improve the wind resistance. Attached Figure Description
[0018] Figure 1 This is a front view of the connection structure between the photovoltaic support and the precast pipe pile in an embodiment of this utility model;
[0019] Figure 2 This is an isometric view of the connection structure between the photovoltaic support and the precast pipe pile in an embodiment of this utility model;
[0020] Figure 3 This is a partially enlarged schematic diagram of the connection structure between the photovoltaic support and the precast pipe pile in an embodiment of this utility model;
[0021] Figure 4 This is a partially enlarged schematic diagram from another perspective of the connection structure between the photovoltaic support and the precast pipe pile in this embodiment of the utility model.
[0022] Explanation of reference numerals in the attached figures:
[0023] 100 - Limiting component; 200 - Clamp; 210 - Connecting bolt; 220 - Connecting nut; 230 - Hoop; 300 - Inclined beam; 400 - Column; 500 - Precast pipe pile; 600 - Diagonal brace; 710 - Structural nut; 720 - Structural bolt. Detailed Implementation
[0024] To make the objectives, technical solutions, and advantages of the embodiments of this utility model clearer, the technical solutions of the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this utility model, and not all embodiments. The components of the embodiments of this utility model described and shown in the accompanying drawings can generally be arranged and designed in various different configurations.
[0025] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but merely to illustrate selected embodiments of the invention. All other embodiments obtained by those skilled in the art based on the embodiments of the present invention without inventive effort are within the scope of protection of the present invention.
[0026] It should be noted that similar labels and letters in the following figures indicate similar items. Therefore, once an item is defined in one figure, it does not need to be further defined and explained in subsequent figures.
[0027] In the description of this utility model, it should be noted that 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 product of this utility model is in use. They are only for the convenience of describing this utility model and simplifying the description, 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," "second," and "third," etc., are only used to distinguish descriptions and should not be construed as indicating or implying relative importance.
[0028] Furthermore, terms such as "horizontal" and "vertical" do not imply that components must be absolutely horizontal or suspended, but rather that they can be slightly tilted. For example, "horizontal" simply means that its direction is more horizontal than "vertical," not 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] refer to Figure 1 , Figure 2 , Figure 3 , Figure 1 This is a front view of the connection structure between the photovoltaic support and the precast pipe pile in an embodiment of this utility model. Figure 2 This is an isometric view of the connection structure between the photovoltaic support and the precast pipe pile in an embodiment of this utility model. Figure 3 This is a partially enlarged schematic diagram from one perspective of the connection structure between the photovoltaic support and the precast pipe pile in an embodiment of this utility model. Figure 4This is a partially enlarged schematic diagram from another perspective of the connection structure between the photovoltaic support and the precast pipe pile in this embodiment of the present invention. This embodiment provides a connection structure between the photovoltaic support and the precast pipe pile, including a limiting member 100, a clamp 200, an inclined beam 300, two columns 400, and a precast pipe pile 500 with limiting holes for restricting the rotation of the limiting member 100 in the vertical plane. The clamp 200 surrounds the precast pipe pile 500. The limiting member 100 is disposed within the limiting holes and both ends protrude from the outer surface of the precast pipe pile 500. The columns 400 are arranged along the axial direction of the precast pipe pile 500. Two columns 400 are respectively disposed on both sides of the precast pipe pile 500, and the columns 400 are detachably and fixedly connected to the clamp 200. The top of the columns 400 is detachably and fixedly connected to the inclined beam 300. The columns 400 are also detachably and fixedly connected to the portion of the limiting member 100 protruding from the outer surface of the precast pipe pile 500. Two diagonal braces 600 are respectively located on both sides of the precast pipe pile 500. One end of the diagonal brace 600 is detachably and fixedly connected to the inclined beam 300, and the other end is detachably and fixedly connected to the portion of the limiting member 100 protruding from the outer surface of the precast pipe pile 500.
[0031] Since the two columns 400 and the two diagonal braces 600 are respectively arranged on both sides of the precast pipe pile 500, and the columns 400 are detachably and fixedly connected to the clamps 200, and the tops of the columns 400 are detachably and fixedly connected to the inclined beam 300, while the diagonal braces 600 are detachably and fixedly connected to the limiting member 100, and the tops of the diagonal braces 600 are detachably and fixedly connected to the inclined beam 300, the inclined beam 300 and the precast pipe pile 500 can be connected through the columns 400 and the diagonal braces 600; since the precast pipe pile 500 has limiting holes for restricting the rotation of the limiting member 100 in the vertical plane, The limiting member 100 is disposed within the limiting hole and both ends protrude from the outer surface of the precast pipe pile 500. Therefore, the limiting hole of the precast pipe pile 500 can restrict the limiting member 100 from tilting or shifting in the vertical plane. Since the column 400 and the diagonal brace 600 are also detachably fixedly connected to the portion of the limiting member 100 protruding from the outer surface of the precast pipe pile 500, the limiting member 100 has the function of restricting the column 400 and the diagonal brace 600 from tilting relative to the precast pipe pile 500 in the vertical plane. That is, it can restrict the tilt of the inclined beam 300, which can improve the stability of the photovoltaic support and thus improve the wind resistance.
[0032] Preferably, the limiting hole extends radially through the precast pipe pile 500. This improves the strength of the precast pipe pile 500 and enhances the rigidity of the photovoltaic support connection.
[0033] The limiting member 100 protrudes from both ends of the outer surface of the precast pipe pile 500 and is symmetrically arranged about the axis of the precast pipe pile 500.
[0034] Furthermore, the clamp 200, the limiting member 100, the inclined beam 300, the column 400, and the inclined brace 600 are located in the same vertical plane.
[0035] The limiting member 100 is preferably a flat steel, and the shape of the limiting hole is adapted to the shape of the limiting member 100.
[0036] Preferably, the radial cross-sectional dimension of the limiting hole is larger than the cross-sectional dimension of the limiting member 100, and an adhesive layer is filled between the limiting hole and the limiting member 100. This facilitates the installation of the limiting member 100 and improves installation efficiency.
[0037] Furthermore, the radial cross-section of the limiting hole is 2 mm larger than the cross-section of the limiting member 100.
[0038] The thickness of the flat steel is 5mm to 7mm, preferably 6mm.
[0039] Marking lines are reserved on the surface of the flat steel component at a distance of D / 2 from both sides of the axis of symmetry during production. These lines are used for positioning when piercing the precast pipe pile 500. Here, D is the outer diameter of the precast pipe pile 500.
[0040] Specifically, the diagonal brace 600 is detachably connected to the diagonal beam 300 by bolts, and the diagonal brace 600 is detachably connected to the limiting member 100 by bolts.
[0041] Preferably, the diagonal brace 600 can be a C-shaped steel.
[0042] Furthermore, the clamp 200 is positioned closer to the top of the precast pipe pile 500 than the limiting member 100, thus forming a reliable connection between the column 400 and the precast pipe pile 500.
[0043] Preferably, the column 400 is a steel column 400. In this embodiment, the column 400 may be a C-shaped steel.
[0044] Preferably, the clamp 200 includes a connecting bolt 210, a connecting nut 220, and two clamps 230 that encircle the precast pipe pile 500. The clamps 230 have structural holes, and the column 400 has mounting holes. The connecting bolt 210 passes through the mounting holes and the structural holes and is threadedly connected to the connecting nut 220. This facilitates the installation of the connection structure between the photovoltaic support and the precast pipe pile, improving the installation efficiency of the connection structure.
[0045] The connection structure between the photovoltaic support and the precast pipe pile also includes a structural nut 710 and a structural bolt 720. The limiting member 100 protrudes from the outer surface of the precast pipe pile 500 and is provided with a connection hole. The column 400 is also provided with a through hole. The structural bolt 720 passes through the connection hole and the through hole and is threadedly connected to the structural nut 710. This facilitates the installation of the connection structure between the photovoltaic support and the precast pipe pile and improves the installation efficiency of the connection structure between the photovoltaic support and the precast pipe pile.
[0046] The precast pipe pile 500 is a PHC pipe pile (prestressed high-strength concrete pipe pile).
[0047] Specifically, the precast pipe pile 500 has a diameter of 300mm, a hollow diameter of 160mm, and a pre-drilled hole for flat steel in the pile body measuring 82mm × 8mm. The flat steel is 6mm thick, 80mm high, and 670mm long. The clamp 200 has a thickness of 5mm, a height of 80mm, and an inner diameter of 300mm.
[0048] The above description is only a description of the preferred embodiment of the present utility model and is not intended to limit the scope of the present utility model in any way. Any changes or modifications made by those skilled in the art based on the above disclosure shall fall within the protection scope of the claims.
Claims
1. A connection structure of a photovoltaic support and a precast pipe pile, comprising a hoop, an inclined beam, two upright columns and two inclined braces, characterized in that, It also includes a limiting member and a precast pipe pile with a limiting hole for limiting the rotation of the limiting member in a vertical plane. The clamp is wrapped around the precast pipe pile. The limiting member is disposed in the limiting hole and both ends protrude from the outer surface of the precast pipe pile. The column is arranged along the axial direction of the precast pipe pile. Two columns are respectively disposed on both sides of the precast pipe pile. The column is detachably fixed to the clamp. The top of the column is detachably fixed to the inclined beam. The column is also detachably fixed to the portion of the limiting member protruding from the outer surface of the precast pipe pile. Two diagonal braces are respectively located on both sides of the precast pipe pile. One end of the diagonal brace is detachably fixed to the inclined beam, and the other end is detachably fixed to the portion of the limiting member protruding from the outer surface of the precast pipe pile.
2. The connection structure between the photovoltaic support and the precast pipe pile as described in claim 1, characterized in that, The clamp, the limiting member, the inclined beam, the column, and the diagonal brace are located in the same vertical plane.
3. The connection structure between the photovoltaic support and the precast pipe pile as described in claim 1, characterized in that, The limiting hole penetrates the precast pipe pile radially.
4. The connection structure between the photovoltaic support and the precast pipe pile as described in claim 1, characterized in that, The limiting members protrude from both ends of the outer surface of the precast pipe pile and are symmetrically arranged about the axis of the precast pipe pile.
5. The connection structure between the photovoltaic support and the precast pipe pile as described in claim 4, characterized in that, During the production of the limiting component, a marking line is reserved at a distance of D / 2 from both sides of the axis of symmetry, where D is the outer diameter of the precast pipe pile.
6. The connection structure between the photovoltaic support and the precast pipe pile as described in claim 1, characterized in that, The shape of the limiting hole is adapted to the shape of the limiting member, the radial cross-sectional dimension of the limiting hole is larger than the cross-sectional dimension of the limiting member, and an adhesive layer is filled between the limiting hole and the limiting member.
7. The connection structure between the photovoltaic support and the precast pipe pile as described in claim 6, characterized in that, The radial cross-section of the limiting hole is 2 mm larger than the cross-section of the limiting member.
8. The connection structure between the photovoltaic support and the precast pipe pile as described in claim 6, characterized in that, The limiting component is a flat steel bar with a thickness of 5mm to 7mm.
9. The connection structure between the photovoltaic support and the precast pipe pile as described in claim 1, characterized in that, The clamp is positioned closer to the top of the precast pipe pile than the limiting member.