Assembly type deformable pile and assembling method thereof
A deformed pile and prefabricated technology, applied in sheet pile wall, construction, infrastructure engineering, etc., can solve the problem of inability to pipe pile variation, and achieve the effect of simplifying the manufacturing mold, improving the bearing capacity, and reducing the manufacturing cost.
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Embodiment 1
[0012] Embodiment 1: with reference to attached figure 1 . 1. An assembled deformable pile, which includes a pipe pile. The pile body of the pipe pile 1 is provided with more than one groove 2, and the pipe pile bearing support ring wing 3 is installed in the groove 2. The inner ring of the supporting ring wing 3 of the pipe pile is a boss ring and matches with the groove 2 on the pile body. The width of the opening of the groove 2 is greater than the bottom of the groove. The upper surface of the pipe pile bearing support ring wing 3 is a plane, and the lower surface is an inclined surface. The supporting ring wing 3 of the pipe pile is a butt joint structure of two halves, and the butt joint surfaces of the two halves are connected by bolts or mechanically.
Embodiment 2
[0013] Embodiment 2: with reference to attached figure 2 . On the basis of Embodiment 1, the bottom of the pipe pile is equipped with a wing-shaped pile tip or an opening or a belt tip 4 .
Embodiment 3
[0014] Embodiment 3: On the basis of Embodiment 1 or 2, an assembly method of a prefabricated deformed pile, (1) When the geological condition of the pile is soft soil or sandy soil, select the pipe according to the friction coefficient of soft soil or sandy soil. The diameter of the pile bearing support ring wings 3 and the number of pipe pile bearing support ring wings 3 required for each pile, and then the pipe pile bearing support ring wings 3 are nested in the grooves of the pile body; (2) when the pile is pressed When the condition is hard soil, select the diameter of the supporting ring wings 3 of the pipe piles and the number of supporting ring wings 3 required for each pile according to the bearing friction coefficient of the hard soil, and then nest the supporting ring wings 3 of the pipe piles in the groove of the pile. The arrangement of the support ring wings 3 of the pipe piles with different diameters gradually decreases from top to bottom according to their dia...
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