FIELD: construction.
SUBSTANCE: method of arranging pile foundations, in which a hollow pile with a shank of a detachable tip inserted therein is immersed by the method of crushing into the soil to the design mark, its internal cavity is filled with plastic concrete grout. The top pile cap is fixed in the grillage, and then pressure is created in the pile cavity. Prior to the setting of the plastic concrete grout, a piston is inserted into the inner pile cavity, vertical compressive load transferring the pressure to the upper surface of the concrete grout is applied to it, the amount of the vertical compressive load being greater than the force of immersing the pile by the method of crushing.
EFFECT: reducing the cost, material consumption and time of foundation construction, reducing negative impacts on the soil of the foundation and structure of the building.
6 clk, 2 dwg
Title | Year | Author | Number |
---|---|---|---|
METHOD FOR RESTORING BUILDINGS WITH A VENTILATED UNDERGROUND AFTER THAWING OF THE FOUNDATION SOILS | 2021 |
|
RU2771359C1 |
MANUFACTURING METHOD OF ASSEMBLY ATTACHING PILE TO AVAILABLE FOUNDATION AT ITS BEING REINFORCED (VERSIONS) | 2008 |
|
RU2385384C1 |
METHOD OF MANUFACTURING DRILL-DRIVEN PILE | 2016 |
|
RU2640059C1 |
PILE FOUNDATION AND A METHOD TO ERECT IT | 1991 |
|
RU2026922C1 |
METHOD FOR REINFORCEMENT OF BUILDING FOUNDATION | 2007 |
|
RU2352722C1 |
COMBINED (PILE-SLAB, PILE-BELT, PILE-COLUMNAR) FOUNDATION ERECTION METHOD | 2015 |
|
RU2667163C2 |
METHOD FOR PRODUCTION OF BORE PILE | 2015 |
|
RU2596170C1 |
METHOD OF PILE PRODUCTION BY IMPRESSION | 2013 |
|
RU2554368C2 |
PILE BEARING CAPACITY DETERMINATION METHOD | 2015 |
|
RU2629508C2 |
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
2017-05-23—Published
2015-12-30—Filed