Shaft anchor pile
A technology of anchor pile and shaft type, which is applied in the direction of sheet pile wall, building, foundation structure engineering, etc., can solve the problems that the connection part of shaft type anchor pile and shaft pile is easily damaged and construction delays, etc., and achieves a firm structure and improved Cutting ability and economical improvement effect
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Embodiment 1
[0037] Figure 1 to Figure 4 Embodiment 1 of the axial anchor pile in this invention is embodied. The axial anchor pile in this embodiment is composed of the following parts: the axial anchor pile 10 composed of the axial anchor pile main body 11 and a plurality of shafts 12, 13, 14 connected to the outer peripheral surface of the above-mentioned axial anchor pile main body 11 the first axial anchor pile 20 located at the upper part of the above-mentioned axial anchor pile 10, the lower end of which is connected to the upper end of the axial anchor pile main body 11; The second shaft anchor pile 30 to be connected.
[0038] Actually, the number of axial anchors is determined by the depth of the entire anchor, but in the illustrated example, only the first axial anchor 20 and the second axial anchor 30 are shown for convenience. The shaft anchor main body 11 , the first shaft anchor 20 and the second shaft anchor 30 are all tubular. Among the above-mentioned shafts 12, 13, 1...
Embodiment 2
[0078] Figure 5Embodiment 2 of the axial anchor pile in this invention is embodied. In this embodiment, the outer peripheral portion of the shafts 12, 13, 14 of the shaft anchor pile 10 has a plurality of shearing parts 12a, 13a, 14a, and each shaft 12, 13, 14 can make the shafts 12, 13, 14 13, 14 are subjected to soil resistance to a minimum. In addition, cutting knives 12b, 13b, 14b are installed on each of the shearing parts 12a, 13a, 14a, which can improve the ground cutting ability, and promote the axial anchor pile 10, the first axial anchor pile 20 and the second axial anchor pile 30 to be more stable. penetrated smoothly. At the same time, a small hydraulic rotating device can be used to save equipment costs.
[0079] After comparing the shafts using the prior art with the shafts 12, 13, 14 of the first embodiment above, it can be seen that the shafts using the prior art and the shafts 12, 13, 14 in the first embodiment are all in the form of a single spiral plate ...
Embodiment 3
[0085] Figure 6 Embodiment 3 of the axial anchor pile in this invention. The above-mentioned axial anchor pile in this embodiment is composed of the following parts: it is welded on the lower part of the bolt part 15 at the upper end of the above-mentioned axial anchor pile 10, and can simultaneously determine the position of the lower end of the first joint 40 and the welding position of the lower end of the first joint 40 Positioning and welding ring 16; welded on the lower part of the bolt portion 21 at the upper end of the first shaft anchor pile 20, the positioning and welding ring 23 that can simultaneously determine the position of the lower end of the second connector 50 and the welding position of the lower end of the second connector 50; be welded At the lower part of the bolt part 31 at the upper end of the second shaft anchor pile 30, the positioning and welding ring 33 that can determine the position of the lower end of the third joint 60 and the welding position...
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