About Photovoltaic support micro pile foundation calculation
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6 FAQs about [Photovoltaic support micro pile foundation calculation]
What are the different types of photovoltaic support foundations?
The common forms of photovoltaic support foundations include concrete independent foundations, concrete strip foundations, concrete cast-in-place piles, prestressed high-strength concrete (PHC piles), steel piles and steel pipe screw piles. The first three are cast-in situ piles, and the last three are precast piles.
Is a PHC pile foundation a reliable support structure for heliostats?
A comprehensive design program is proposed based on field tests and numerical simulations, considering deformation and bearing capacity. The study confirms the reliability of the PHC pile foundation as a support structure for heliostats, aiming to offer valuable insights for practical applications.
What is a photovoltaic support foundation?
Photovoltaic support foundations are important components of photovoltaic generation systems, which bear the self-weight of support and photovoltaic modules, wind, snow, earthquakes and other loads.
What is the average distance between pile foundations?
The average distance between those pile foundations was more than 5 m, arranged in a semi-circular area with a radius of about 7 m. Located at the center of the circle was the PHC short pile foundation with a diameter of 600 mm, which acted as a reaction system.
Can photovoltaic support steel pipe screw piles survive frost jacking?
To study the frost jacking performance of photovoltaic support steel pipe screw pile foundations in seasonally frozen soil areas at high latitudes and low altitudes and prevent excessive frost jacking displacement, this study determines the best geometric parameters of screw piles through in situ tests and simulation methods.
Which criterion should be satisfied in PHC short pile foundations?
In the figure, ratio in the sand layer site was 0.22, in the double-layer site was 0.19, and in the loess layer site was 0.16. Due to the close attention to the deformation of the PHC short pile foundations by the users, the crack moment of the column is adopted as the bearing criterion. Therefore, Eq. (5) should be satisfied.