FIELD: construction.
SUBSTANCE: method to erect foundation includes placement of a foundation onto a ground base. Stressed elements equipped with ground anchors, the lower end of which is fixed in the ground base, are pulled through the foundation. At the same time the ground base between the foundation and the underlying ground base is preventively pressed by tightening of stressed elements, and the force in the stressed elements is fixed.
EFFECT: improved seismic stability, reduced labour expenditures and material intensity, reduced unbalance in settling of the foundation-ground base system in process of building or structure erection and operation.
2 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| PRESTRESSED SHALLOW FOUNDATION | 2010 |
|
RU2464381C2 |
| DESIGN AND METHOD FOR ERECTION OF NON-PENETRATABLE FOUNDATION | 2013 |
|
RU2552571C2 |
| FRAME OF BUILDING ERECTED NEAR EXISTING BUILDINGS | 2009 |
|
RU2420629C2 |
| FOUNDATION UNDER COLUMN GRID | 2013 |
|
RU2552741C2 |
| METHOD FOR STRAIGHTENING OF SLANT IN BUILDING ERECTED ON PILE FOUNDATION | 2008 |
|
RU2382146C1 |
| REINFORCED CONCRETE SLAB TO ERECT NON-SUBMERGED FOUNDATIONS | 2013 |
|
RU2540738C1 |
| METHOD OF UNDERGROUND STRUCTURE ERECTION IN URBAN BUILT-UP AREA | 2002 |
|
RU2245428C2 |
| METHOD OF UNDERGROUND STRUCTURE ERECTION IN URBAN BUILT-UP AREA | 2002 |
|
RU2245966C2 |
| METHOD TO INCREASE BEARING CAPACITY OF BORED PILE | 2012 |
|
RU2509842C2 |
| METHOD TO MAINTAIN INITIAL STRESSED-DEFORMED CONDITION OF SOIL IN ZONE OF EXISTING BUILDING FOUNDATION | 2010 |
|
RU2422592C1 |
