About Photovoltaic power generation pipe pile end plate
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6 FAQs about [Photovoltaic power generation pipe pile end plate]
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.
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.
Can helical plates be used to simulate steel pipe piles?
The numerical simulation method employed in this study was proposed by J.Z., who holds the patent for Blade Pile Group Pty Ltd. For the sake of convenience in future research and comparison, this study only examined steel pipe piles without helical plates and helical pipe piles with a single helical plate.
What are steel pipe screw piles?
Among them, steel pipe screw piles are widely used in photovoltaic support foundation projects in various countries and Western China ( Zarrabi and Eslami, 2016, Chen et al., 2018) because they have simple and fast construction, less noise and vibration and can be reused ( Livneh and El Naggar, 2008, Aydin et al., 2011, Mohajerani et al., 2016 ).
What are helical pipe piles used for?
Furthermore, Vignesh and Mayakrishnan have highlighted the diverse applications of helical pipe piles, which include serving as uplift resistance in tunnel support systems, foundations for transmission towers, excavation support, and both land and offshore structures.
What is the Frost jacking of the photovoltaic pile?
Considering the thawing settlement of the pile body, within the 25-year service period of the photovoltaic power project, the frost jacking of the pile is approximately 144.68 mm. anti-frost jacking measures are recommended to reduce the impact of frost heaving.
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