FIELD: construction.
SUBSTANCE: invention relates to the construction, namely to the construction of shallow foundations in difficult engineering-geological conditions. Method for erection of non-penetratable foundation includes installation of the foundation frame on the foundation soil and its fixation in the design position by means of ground anchors. Foundation soil is preventively pressurized by means of pressure of the injected concrete into space, bounded by the coating, which is adjacent to the bottom surface of the foundation frame, surface of the foundation soil, and flanging oriented downward to the foundation soil to the desired depth and installed along the contour of the foundation frame.
EFFECT: reducing the uneven precipitations of foundation - foundation soil system during construction and operation of the building or edifice, improving the stability, reducing the materials consumption and labour intensity.
2 cl, 2 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| FOUNDATION UNDER COLUMN GRID | 2013 |
|
RU2552741C2 |
| REINFORCED CONCRETE SLAB TO ERECT NON-SUBMERGED FOUNDATIONS | 2013 |
|
RU2540738C1 |
| HEATED LOW-RISE BUILDING WITH FLOOR BY WARMED PEDIMENTAL CEILING SCAFFOLDING ON HEAVING GROUND BASE | 2006 |
|
RU2337211C2 |
| PILE FOUNDATION BUILT ON HEAVING FOUNDATION SOIL | 2004 |
|
RU2260094C1 |
| DEVICE FOR PROTECTING THE BASE OF THE FOUNDATION FROM FREEZING | 2022 |
|
RU2781801C1 |
| METHOD TO ERECT FOUNDATION | 2010 |
|
RU2420628C1 |
| METHOD OF PROVIDING OPERATING RELIABILITY OF STRUCTURE ONTO SEASONALLY FROST HEAVING SOIL BED | 2014 |
|
RU2601079C2 |
| METHOD OF ERECTING FOUNDATION | 2016 |
|
RU2626479C1 |
| METHOD OF STRENGTHENING FOUNDATION AT RECONSTRUCTION | 2016 |
|
RU2633619C1 |
| ANTI-HEAVING FOUNDATION OF BUILDING WITH BASEMENT | 2010 |
|
RU2440464C1 |
