FIELD: construction engineering. SUBSTANCE: according to method, installed in rotary device of drilling machine is fixing device. Rigidly secured in fixing device is upper end of tubular pile. Lower end of tubular pile is fastened so as to allow for rotation and vertical displacement of pile. Then, tubular pile is installed vertically with checking angle of deviation from vertical axis. After that, vertical thrust load is applied to pile and rotation of pile is started. Angle of pile sinking is adjusted by horizontal shifting of rotary device of drilling machine, thus ensuring vertical sinking of tubular pile. Application of aforesaid method increases load-bearing capacity of tubular pile. EFFECT: higher efficiency. 1 dwg
Title | Year | Author | Number |
---|---|---|---|
METHOD OF DRIVING TUBULAR PILE INTO PERMAFROST | 1997 |
|
RU2128270C1 |
PILE AND METHOD OF ITS INSTALLATION INTO PERMAFROST SOIL | 2010 |
|
RU2441116C1 |
METHOD FOR INSTALLING PILES IN PERMAFROST GROUND | 1997 |
|
RU2133316C1 |
METHOD OF SINKING TUBULAR PILE INTO PERMAFROST GROUND | 1996 |
|
RU2109881C1 |
METHOD TO INSTALL TUBULAR PILE IN PERMAFROST SOIL AT NEGATIVE AMBIENT TEMPERATURE (VERSIONS) | 2010 |
|
RU2419707C1 |
METHOD FOR INSTALLATION OF SCREW PILE IN PERMAFROST SOILS AND HELICAL SCREW FOR IMPLEMENTATION OF METHOD | 2022 |
|
RU2786081C1 |
METHOD FOR PILE DRIVING IN PERMAFROST GROUND (VARIANTS) | 2005 |
|
RU2295608C2 |
STRUCTURE OF TUBULAR PILE WITH PROTECTIVE COAT AND PROCEDURE OF ITS SINKING INTO PERMAFROST | 2001 |
|
RU2202680C2 |
METHOD OF INSTALLING TUBULAR PILE IN PERMANENTLY FROZEN EARTH | 2007 |
|
RU2349707C1 |
MALE DIE FOR GROUTED PILES ESTABLISHMENT BY PRESSING METHOD OF ESTABLISHMENT GROUTED CONCRETE, REINFORCED CONCRETE AND FIBERCRETE PILES BY PRESSING BY MEANS OF GROUTED PILE ESTABLISHMENT WITH WIDENING, USING TREMIC ACCESSORY, MALE DIE | 2016 |
|
RU2610053C1 |
Authors
Dates
1999-10-20—Published
1997-03-24—Filed