应用于光伏支架中的管桩立柱结构

By adopting a pipe pile column structure in the photovoltaic support, and using the column diagonal bracing and two pipe piles to form a stable top beam, the problems of poor stress stability and high material consumption of the column structure are solved, achieving efficient space utilization and wind load resistance, and improving the efficiency of agricultural and fishery operations.

CN224520975UActive Publication Date: 2026-07-17

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Filing Date
2025-07-02
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

The existing photovoltaic support column structure has poor stress stability when facing external loads such as wind, consumes a lot of materials, and makes insufficient use of space.

Method used

The structure adopts a pipe pile column structure, including pipe pile components and column components. The column diagonal bracing is fixed to two pipe piles to form a stable top beam. The two pipe piles bear the force in the width direction of the photovoltaic array. The column and diagonal bracing form a triangular support to enhance the wind load resistance.

Benefits of technology

It improves the stress stability of the column structure, saves materials, enables large-span designs, provides ample space, and enhances the efficiency of agricultural and fishery operations.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN224520975U_ABST
    Figure CN224520975U_ABST
Patent Text Reader

Abstract

本实用新型公开了应用于光伏支架中的管桩立柱结构,属于光伏支架技术领域,该结构包括相互间隔竖直设置的管桩一和管桩二,顶梁架设于两管桩顶部,立柱固设于顶梁中间段,两组立柱斜撑分别设于立柱两侧并与顶梁和立柱固定连接,立柱顶端用于安装桁架;其中,桁架沿东西方向设置,管桩沿南北方向设置,立柱斜撑倾斜角度为30°‑60°,优选45°,管桩顶端通过由底座、竖板和支撑板焊接构成的连接件与顶梁连接。该结构通过三角形立柱及斜撑设计,增强了对光伏阵列宽度方向风力等外力的抵抗能力,两根管桩的设置使受力更稳定,同时节省材料,且立柱少、支架高度高,为农业及渔业提供了更大空间,提高了工作效率。
Need to check novelty before this filing date? Find Prior Art

Claims

1. A pipe pile post structure for use in a photovoltaic racking, characterized by, include: Pipe pile assembly, including pipe pile one and pipe pile two, wherein pipe pile one and pipe pile two are vertically arranged on the foundation at intervals between each other; The column assembly includes a top beam, a column, and column bracing. The top beam is mounted on top of the first and second pipe piles. The column is fixed to the middle section of the top beam. The column bracing includes two sets, which are respectively located on both sides of the column. One end of the column bracing is fixedly connected to the column, and the other end is fixedly connected to the top beam. The top of the column is used to install the truss in the photovoltaic support.

2. A pipe pile post structure for use in a photovoltaic racking system as defined in claim 1, wherein: The truss is arranged in the east-west direction, and the first and second pipe piles are arranged in the north-south direction.

3. A pipe pile post structure for use in a photovoltaic racking system as defined in claim 1, wherein: Both the first and second pipe piles have connectors welded to their top ends. Each connector is composed of a base, a vertical plate, and a support plate. The base is welded to the top end of either the first or the second pipe pile. The vertical plate is welded to the base along the east-west direction. The support plate is located on the side of the vertical plate away from the top beam along the north-south direction. The two adjacent sides of the support plate are welded to the vertical plate and the base, respectively. The side of the vertical plate closest to the top beam is welded to the end of the top beam.

4. A pipe pile post structure for use in a photovoltaic racking system as defined in claim 1, wherein: One end of the column brace is welded and fixed to the column, and the other end of the column brace is welded and fixed to the top beam.

5. A pipe pile post structure for use in a photovoltaic racking system as defined in claim 1, wherein: The inclination angle of the column brace is between 30° and 60°.

6. A pipe pile post structure for use in a photovoltaic racking system as defined in claim 1, wherein: The inclination angle of the column brace is 45°.