RU2014141785A - The method of driving a driven pile - Google Patents

The method of driving a driven pile Download PDF

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Publication number
RU2014141785A
RU2014141785A RU2014141785A RU2014141785A RU2014141785A RU 2014141785 A RU2014141785 A RU 2014141785A RU 2014141785 A RU2014141785 A RU 2014141785A RU 2014141785 A RU2014141785 A RU 2014141785A RU 2014141785 A RU2014141785 A RU 2014141785A
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RU
Russia
Prior art keywords
well
soil
pile
ground
along
Prior art date
Application number
RU2014141785A
Other languages
Russian (ru)
Other versions
RU2601630C2 (en
Inventor
Александр Семёнович Ковалёв
Original Assignee
Александр Семёнович Ковалёв
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Application filed by Александр Семёнович Ковалёв filed Critical Александр Семёнович Ковалёв
Priority to RU2014141785/03A priority Critical patent/RU2601630C2/en
Publication of RU2014141785A publication Critical patent/RU2014141785A/en
Application granted granted Critical
Publication of RU2601630C2 publication Critical patent/RU2601630C2/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/24Prefabricated piles
    • E02D5/30Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete

Abstract

1. The method of driving a driven pile along which a well is drilled, fill it with soil material without compaction and pile into it, characterized in that the well is punched to form a compacted soil zone along the side surface and along the bottom of the well, and the pile is driven into an additional areas of compacted soil material around the pile. 2. The method according to claim 1, characterized in that after punching the well, an expanded base is created by filling soil material into the well along the entire depth of the well or only in its lower part at a height of at least two diameters of the well, followed by ramming the ground material and creating a widened base, after whereby the well is filled with soil material without compaction. 3. The method according to claim 1, characterized in that the pile is used with the sharpening of its lower end at an angle of 30-60 °. 4. The method according to claim 2, characterized in that in unstable water-saturated sandy and clay soils, the wells are punched with a casing pipe with an internal piercing core or with a concrete plug made of hard concrete, sandy soil is used as the soil material to fill the well after creating an expanded base, or loose ground material, the filling of which is carried out simultaneously with the extraction of the casing from the well with the application of vibration, if necessary. 5. The method according to claim 1, characterized in that in soft soils after driving piles in the upper part of the well, broadening is made of compacted hard ground material.

Claims (5)

1. The method of driving a driven pile along which a well is drilled, fill it with soil material without compaction and pile into it, characterized in that the well is punched to form a compacted soil zone along the side surface and along the bottom of the well, and the pile is driven into an additional areas of compacted soil material around the pile.
2. The method according to p. 1, characterized in that after punching the well create a broadened base by filling in the well of soil material throughout the depth of the well or only in its lower part at a height of at least two diameters of the well, followed by ramming the ground material and creating a widened base then fill the well with soil material without compaction.
3. The method according to p. 1, characterized in that they use a pile with the sharpening of its lower end at an angle of 30-60 °.
4. The method according to p. 2, characterized in that in unstable water-saturated sandy and clay soils, the wells are punched with a casing pipe with an internal piercing core or with a concrete plug made of hard concrete, using sand as a ground material to fill the well after creating an expanded base soil or loose ground material, the filling of which is carried out simultaneously with the extraction of the casing from the well with the addition of vibration, if necessary.
5. The method according to p. 1, characterized in that in soft soils after driving piles in the upper part of the well, they are broadened from rammed hard ground material.
RU2014141785/03A 2014-10-16 2014-10-16 Method of pile drive device RU2601630C2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
RU2014141785/03A RU2601630C2 (en) 2014-10-16 2014-10-16 Method of pile drive device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
RU2014141785/03A RU2601630C2 (en) 2014-10-16 2014-10-16 Method of pile drive device

Publications (2)

Publication Number Publication Date
RU2014141785A true RU2014141785A (en) 2016-05-10
RU2601630C2 RU2601630C2 (en) 2016-11-10

Family

ID=55959632

Family Applications (1)

Application Number Title Priority Date Filing Date
RU2014141785/03A RU2601630C2 (en) 2014-10-16 2014-10-16 Method of pile drive device

Country Status (1)

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RU (1) RU2601630C2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2640059C1 (en) * 2016-12-28 2017-12-26 Федеральное государственное бюджетное учреждение науки Институт прикладной механики Российской академии наук (ИПРИМ РАН) Method of manufacturing drill-driven pile
RU2640467C1 (en) * 2017-04-10 2018-01-09 Александр Семёнович Ковалёв Method of arranging driven pile
RU2663420C1 (en) * 2017-10-24 2018-08-06 Александр Семёнович Ковалёв Pile in the punched well arrangement method (embodiments)

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU857349A1 (en) * 1979-11-05 1981-08-23 Ордена Трудового Красного Знамени Научно-Исследовательский Институт Оснований И Подземных Сооружений Им. Н.М.Герсеванова Method of erecting piles in subsided or swelling grounds
SU1170044A1 (en) * 1983-08-01 1985-07-30 Всесоюзный центральный научно-исследовательский и проектный институт "Гипронисельпром" Pile
SU1201403A1 (en) * 1984-03-01 1985-12-30 Всесоюзный проектно-технологический институт транспортного строительства Method of erecting a pile in sagging or swelling soil
SU1677180A1 (en) * 1989-03-31 1991-09-15 Институт Горного Дела Со Ан Ссср Method of manufacturing reinforced cast-in-place pile
US7488139B2 (en) * 2005-09-29 2009-02-10 Geopier Foundation Company, Inc. Pyramidal or conical shaped tamper heads and method of use for making rammed aggregate piers
RU62619U1 (en) * 2006-09-18 2007-04-27 ГОУ ВПО "Дальневосточный государственный университет путей сообщения" (ДВГУПС) Pile
RU118649U1 (en) * 2011-12-26 2012-07-27 Иосиф Генрихович Ладыженский Pile

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Publication number Publication date
RU2601630C2 (en) 2016-11-10

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