Prefabricated pile with locking end plate and connection method thereof
A connection method and locking end technology, applied in the direction of sheet pile walls, buildings, foundation structure engineering, etc., can solve problems such as long time, achieve simple operation, easy implementation, and improve the effect of vertical pullout resistance
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Embodiment 1
[0040] Such as figure 1 As shown, a prefabricated pile with a locking end plate includes a strip-shaped pile body 10, a steel reinforcement cage 11 is arranged inside the pile body 10, and the two ends of the reinforcement cage 11 are thickened to form a pier head 111, so The pile body 10 described includes alternately arranged large section piles 12 and small section piles 13, the cross section shapes of the large section piles 12 and the small section piles 13 can be circular, square or other shapes, and the large section piles 12 and the small section piles The cross-sectional shapes of the piles 13 may be the same or different.
[0041] A locking end plate 20 is respectively fixed at the two ends of the pile body 10. The end of the pile body 10 can be a large-section pile 12 or a small-section pile 13. The shape of the locking end plate 20 is consistent with that of the pile body 10 ends. same shape as Figure 6 As shown, the locking end plate 20 is circular. As shown in...
Embodiment 2
[0053] The structure and connection method of this embodiment are basically the same as that of Embodiment 1, the difference is that, as figure 2 As shown, the locking groove structure 30 includes a groove 31 provided on the outer wall of the locking end plate 20 . That is, the locking end plate 20 is directly connected to the pile body 10 .
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