[특허]Systems and methods for installing pile structures in permafrost

Systems and methods for installing pile structures in permafrost 원문보기

IPC분류정보
국가/구분	United States(US) Patent 등록
국제특허분류(IPC7판)	E02D-007/00 E02D-005/52 E02D-005/24
출원번호	US-0372196 (2016-12-07)
등록번호	US-9957684 (2018-05-01)
발명자 / 주소	Suver, Paul Fenwick, Matthew E.
출원인 / 주소	American Piledriving Equipment, Inc.
대리인 / 주소	Schacht, Michael R.
인용정보	피인용 횟수 : 0 인용 특허 : 110

초록 ▼

A pile system for permafrost comprising a pilot hole, at least one pile, and frozen slurry. The pilot hole is formed to a pilot hole depth. The at least one pile is arranged at least partly within the pilot hole and extends to a pile string depth. The frozen slurry is within the pilot hole and is at

대표청구항 ▼

1. A method of forming a pile system for permafrost comprising the steps of: rotating a mandrel to form a pilot hole to a pilot hole depth, where friction created by engagement with the mandrel and the permafrost melts liquids in the permafrost, thereby creating a flowable slurry at least partly within the pilot hole;removing the mandrel from the pilot hole;while the slurry is at least partly flowable, arranging at least one pile at least partly within the pilot hole to a pile string depth; andallowing slurry to freeze within the pilot hole at least partly around the at least one pile. 2. The method as recited in claim 1, in which the at least one pile comprises a lead pile. 3. The method as recited in claim 1, in which the at least one pile comprises an extension pile. 4. The method as recited in claim 1, in which the step of arranging the at least one pile at least partly within the pilot hole comprises the steps of: providing a plurality of piles; andforming a pile string comprising a plurality of piles. 5. The method as recited in claim 4, in which the step of providing a plurality of piles comprises the step of providing a lead pile and at least one extension pile. 6. The method as recited in claim 4, in which the step of forming the pile string further comprises the steps of: arranging the lead pile at least partly within the pilot hole;connecting a first extension pile to the lead pile to form at least part of the pile string; anddisplacing the at least part of the pile string formed by the lead pile and the first extension pile such that the first extension pile is arranged at least partly within the pilot hole. 7. The method as recited in claim 6, in which the step of forming the pile string further comprises the steps of: connecting a second extension pile to the first extension pile to form at least part of the pile string; anddisplacing the at least part of the pile string formed by the lead pile and the first and second extension piles such that the second extension pile is arranged at least partly within the pilot hole. 8. The method as recited in claim 1, in which the pile string depth extends beyond the pilot hole depth. 9. The method as recited in claim 1, further comprising the step of predetermining the pile string depth based on at least one of: ground characteristics at a desired location at which the pilot hole is to be formed; anda load to be supported by the pile string after the slurry has been allowed to freeze. 10. A method of forming a pile system for permafrost comprising the steps of: providing a mandrel;providing a lead pile;providing at least one extension pile;operating a drive system to rotate the mandrel to form a pilot hole to a pilot hole depth, where friction created by engagement with the mandrel and the permafrost melts liquids in the permafrost, thereby creating a flowable slurry at least partly within the pilot hole;removing the mandrel from the pilot hole;while the slurry is at least partly flowable, operating the drive system to rotate the lead pile such that the lead pile is arranged at least partly within the pilot hole;connecting the at least one extension pile to the lead pile to form at least part of a pile string;while the slurry is at least partly flowable, operating the drive system to rotate the at least one extension pile such that the lead pile is arranged within the pile hole and the at least one extension pile is arranged at least partly within the pilot hole; andallowing slurry to freeze within the pilot hole at least partly around the lead pile and the at least one extension pile. 11. The method as recited in claim 10, in which the step of arranging the lead pile and the at least one extension pile at least partly within the pilot hole comprises the steps of: providing a plurality of extension piles; andforming the pile string by connecting one of the plurality of extension piles to the lead pile and one of the plurality of extension pile to the extension pile connected to the lead pile. 12. The method as recited in claim 11, further comprising the step of rotating at least a portion of the pile string such that the pile string extends to a pile string depth. 13. The method as recited in claim 12, in which the pile string depth extends beyond the pilot hole depth. 14. The method as recited in claim 12, further comprising the step of predetermining the pile string depth based on at least one of: ground characteristics at a desired location at which the pilot hole is to be formed; anda load to be supported by the pile string after the slurry has been allowed to freeze.

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IPC	Description
A	생활필수품
A62	인명구조; 소방(사다리 E06C)
A62B	인명구조용의 기구, 장치 또는 방법(특히 의료용에 사용되는 밸브 A61M 39/00; 특히 물에서 쓰이는 인명구조 장치 또는 방법 B63C 9/00; 잠수장비 B63C 11/00; 특히 항공기에 쓰는 것, 예. 낙하산, 투출좌석 B64D; 특히 광산에서 쓰이는 구조장치 E21F 11/00)
A62B-1/08	.. 윈치 또는 풀리에 제동기구가 있는 것

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Systems and methods for installing pile structures in permafrost 원문보기

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Systems and methods for installing pile structures in permafrost 원문보기

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