Foundation pile
A technology of foundation pile and pile body, applied in the field of foundation pile, can solve the problems of long construction period, low construction efficiency, high labor intensity, etc.
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Embodiment 1
[0037] Such as figure 1 and figure 2 As shown, this embodiment provides a foundation pile, including a pile body 1 and a flange 2, the pile body 1 is composed of a pile body upper part 11 and a pile body lower part 12, and the pile body upper part 11 and the pile body lower part 12 are all vertically arranged, and the upper end of described pile body bottom 12 is connected and fixed with the lower end of described pile body top 11, and described pile body top 11 is a cylinder, and described pile body bottom 12 is a threaded drill (see figure 2 ) or a cone pointing downwards (see figure 1 ), the flange 2 is set horizontally, and is fixedly installed on the upper end of the pile body upper part 11, and preferably, when the pile body lower part 12 is a screw drill, the cross section of the pile body upper part 11 is a circle shape, when the lower part of the pile body is a cone, the whole pile body can be pressed into the ground under the action of external force, and when th...
Embodiment 2
[0046] Such as Figure 4-Figure 7 As shown, the above technical solution also includes an anchor assembly 3 installed on the upper part 11 of the pile body, the anchor assembly 3 has a plurality of anchor rods 31, and a plurality of the anchor rods 31 are used to anchor After the upper part 11 is inserted into the ground, it is anchored in the soil, so that the pile body can be further reinforced by the anchor assembly, making it more stable underneath.
[0047]In the above technical solution, the anchor assembly 3 also includes a connecting block 32, a plurality of the anchor rods 31 are arranged vertically and surround the periphery of the connecting block 32, and the upper end of each of the anchor rods 31 is connected to the connecting block 32. The block 32 is swiveled up and down, and the side wall of the pile body top 11 is provided with anchor hole groups, and the anchor hole group has a plurality of anchor holes 112 distributed horizontally on the side wall of the pil...
Embodiment 3
[0051] Such as Figure 8 As shown, with embodiment 2, the difference is that no elastic member is provided, but the lower end of each of the anchor rods 31 extends into the corresponding anchor hole 112 (in the initial state, each of the anchor rods The lower ends of the lower ends are all aligned with the corresponding anchor holes, and the lower ends of the lower ends extend into the corresponding anchor holes, but do not extend beyond the upper part of the pile body. The connecting block moves downward under the action of external force and makes The lower end of each of the anchor rods protrudes out of the corresponding anchor hole and is inserted into the soil).
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