About Double-row photovoltaic support design specifications
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About Double-row photovoltaic support design specifications video introduction
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6 FAQs about [Double-row photovoltaic support design specifications]
What is double-row flexible photovoltaic support?
Double-row flexible photovoltaic support is a new type of structure that has excellent site adaptability and cost-effectiveness. However, methods for calculating wind loads of such structures are missing in the current standards or codes.
How to design a double-row PV support?
Therefore, when designing double-row PV supports, the upper and lower edges of the lower row panels should be strengthened to ensure the structural safety. Fig. 9. The wind pressure coefficient in zone D for each line under different wind directions. 3.3. Comparison between the wind tunnel test results and various codes
Does double-row photovoltaic panel reduce wind pressure?
The wind pressure distribution characteristics of double-row photovoltaic panel were studied by wind tunnel test. The uneven wind pressure coefficient is introduced to explore the reduction of wind pressure of double-row PV panels. The parameters of double-row photovoltaic panel were analysed by CFD numerical simulation.
What are the requirements for photovoltaic support design?
According to the design requirements of power station, in the photovoltaic support design process, the array structure strength should meet the environmental requirements, such as the wind load 1.05 kN/m2, the snow load 0.89 kN/m2, and the basic parameters were shown in table 1.
What are the characteristics of photovoltaic support?
At present, the photovoltaic support is mostly steel structure in the market, but the aluminum profile has the characteristics of light weight, beautiful appearance, corrosion resistance and other characteristics, which has attracted the attention of the market [1-4].
What rack configurations are used in photovoltaic plants?
The most used rack configurations in photovoltaic plants are the 2 V × 12 configuration (2 vertically modules in each row and 12 modules per row) and the 3 V × 8 configuration (3 vertically consecutive modules in each row and 8 modules per row). Codes and standards have been used for the structural analysis of these rack configurations.