FIELD: construction industry, pile foundations. SUBSTANCE: invention refers to driving pile into ground predominantly near existing foundation. It consists in driving hollow boring casing with tip in its lower part and helical arrangement on outer surface into ground up to design mark. Salient feature of process lies in that boring casing that has constant section of helical arrangement over length of boring casing equal to 0.02-0.1 outer diameter of boring casing is driven thanks to its simultaneous rotation and impressing into ground under action of outside axial force or thanks to its rotation with sinking under its own weight. Then metal cage is placed in space of boring casing and the latter is filled with concrete. Boring casing is screwed out of ground before concrete hardens or is retained in ground. EFFECT: raised bearing capacity of pile thanks to its position stability in ground, potential for arrangement of pile foundation in soft and flooded grounds. 1 cl, 5 dwg
Title | Year | Author | Number |
---|---|---|---|
PROCESS OF ERECTION OF PILE IN GROUND | 2001 |
|
RU2208089C2 |
TECHNIQUE TO ERECT ANTIFILTRATION ENGINEERING-PROTECTIVE STRUCTURE | 2001 |
|
RU2211283C1 |
PROCESS OF ERECTION OF GUARDING ANTIFILTRATION ENGINEERINGPRTECTIVE STRUCTURE | 2001 |
|
RU2206663C1 |
PILE | 2001 |
|
RU2204653C2 |
BORED PILE AND METHOD FOR PILE ERECTION IN KARST OR SOFT GROUND | 2004 |
|
RU2270294C1 |
METHOD FOR CONSTRUCTING BORED PILE IN SOIL | 2023 |
|
RU2804651C1 |
METHOD FOR CONCRETE PILE SHOE FORMING | 2004 |
|
RU2276227C1 |
METHOD OF AUGER PILES INSTALLATION | 2015 |
|
RU2575190C1 |
METHOD FOR SHEET-PILE ENCLOSURE OR RETAINING WALL FORMING WITH GROUND WATER FLOW CONTROL | 2004 |
|
RU2283921C2 |
BORED PILE DEVICE METHOD | 2019 |
|
RU2717554C1 |
Authors
Dates
2003-07-10—Published
2001-08-28—Filed