Soil displacement piles
US-2017218590-A1 · Aug 3, 2017 · US
US10174475B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-10174475-B2 |
| Application number | US-201515519043-A |
| Country | US |
| Kind code | B2 |
| Filing date | Oct 21, 2015 |
| Priority date | Oct 21, 2014 |
| Publication date | Jan 8, 2019 |
| Grant date | Jan 8, 2019 |
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Official abstract text for this publication.
This rotary press-in steel pipe pile includes: a steel pipe; a first blade which is formed in a substantially helical shape on the steel pipe so as to be positioned close to the distal end the steel pipe and in which a first sectorial gap having a central angle is formed in a circumferential direction thereof; and a second blade which is formed in a substantially helical shape on the steel pipe so as to be positioned close to the rear end of the steel pipe with respect to the first blade and in which a second sectorial gap having a central angle is formed in a circumferential direction thereof. The first sectorial gap of the first blade and the second sectorial gap of the second blade are disposed at positions that do not overlap in a circumferential direction, and the central angle of the second sectorial gap is set to be smaller than the central angle of the first sectorial gap.
Opening claim text (preview).
The invention claimed is: 1. A rotary press-in steel pipe pile, comprising: A steel pipe; A first blade which is formed in a substantially helical shape on the steel pipe so as to be positioned close to a distal end of the steel pipe and in which a first sectorial gap having a central angle is formed between an upper end portion and a lower end portion of the first blade when viewed from a distal end side of the steel pipe pile in an axial direction thereof; and A second blade which is formed in a substantially helical shape on the steel pipe so as to be positioned close to a rear end of the steel pipe with respect to the first blade and in which a second sectorial gap having a central angle is formed between an upper end portion and a lower end portion of the second blade when viewed from the distal end side of the steel pipe pile in an axial direction thereof, wherein The first sectorial gap of the first blade and the second sectorial gap of the second blade are disposed at positions that do not overlap in a circumferential direction, and the central angle of the second sectorial gap is set to be smaller than the central angle of the first sectorial gap. 2. The rotary press-in steel pipe pile according to claim 1 , wherein the first sectorial gap and the second sectorial gap are formed at positions substantially spaced in the circumferential direction across the steel pipe. 3. The rotary press-in steel pipe pile according to claim 1 , wherein an outer diameter of the second blade is formed to be larger than an outer diameter of the first blade. 4. The rotary press-in steel pipe pile according to claim 1 , wherein an opening having a smaller diameter than a distal end opening of the steel pipe is formed in the first blade, and the opening is formed to communicate with the first sectorial gap. 5. The rotary press-in steel pipe pile according to claim 1 , wherein a ring-shaped or disk-shaped blocking member that restricts introduce of soil is mounted inside of the steel pipe. 6. The rotary press-in steel pipe pile according to claim 2 , wherein an outer diameter of the second blade is formed to be larger than an outer diameter of the first blade. 7. The rotary press-in steel pipe pile according to claim 2 , wherein an opening having a smaller diameter than a distal end opening of the steel pipe is formed in the first blade, and the opening is formed to communicate with the first sectorial gap. 8. The rotary press-in steel pipe pile according to claim 3 , wherein an opening having a smaller diameter than a distal end opening of the steel pipe is formed in the first blade, and the opening is formed to communicate with the first sectorial gap. 9. The rotary press-in steel pipe pile according to claim 2 , wherein a ring-shaped or disk-shaped blocking member that restricts introduce of soil is mounted inside of the steel pipe. 10. The rotary press-in steel pipe pile according to claim 3 , wherein a ring-shaped or disk-shaped blocking member that restricts introduce of soil is mounted inside of the steel pipe. 11. The rotary press-in steel pipe pile according to claim 4 , wherein a ring-shaped or disk-shaped blocking member that restricts introduce of soil is mounted inside of the steel pipe.
with enlarged footing or enlargements at the bottom of the pile · CPC title
Screw piles {(placing piles by screwing down E02D7/22)} · CPC title
Placing by screwing down {(screw piles per se E02D5/56)} · CPC title
made of steel {or other metals (E02D5/52 takes precedence)} · CPC title
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