FIELD: construction.
SUBSTANCE: anchor foundation comprises soil press traction roads with thickened (haunches) support sites on soil, and also support sites of a building, anchors in soil. Support sites on soil are tightened with press traction rods to anchors with joining of haunches into a single triaxially compressed structure pressed into soil, so that this compression and pressing into soil is preserved during subsequent partial substitution of traction rods tension in process of construction with pressure from support sites of the building and exclusion of some traction rods from operation by means of their dismantling.
EFFECT: increased bearing and operational reliability, reduced material intensity.
10 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| FOUNDATION WITH FLEXIBLE WASHER | 2009 |
|
RU2401911C1 |
| FOUNDATION FOR BUILDING OR BUILDING STRUCTURE | 2005 |
|
RU2310042C2 |
| SOIL PRESS TENSION BARS | 2008 |
|
RU2363812C1 |
| TRUSS-AND-STRIP FOUNDATION | 2006 |
|
RU2315836C2 |
| WALL OF BUILDING, STRUCTURE | 2008 |
|
RU2401917C2 |
| DAMPER OF UNEVEN SETTLEMENT OF BUILDING, STRUCTURE | 2007 |
|
RU2370597C2 |
| MULTILAYER BUILDING WALL | 2004 |
|
RU2261961C1 |
| REINFORCED CONCRETE CONNECTOR FOR MULTILAYERED WALL | 2005 |
|
RU2300607C1 |
| FENCE OF BUILDING, STRUCTURE | 2008 |
|
RU2403352C2 |
| SHAPE-GENERATING MEMBRANE OF HEAT-INSULATING LAYER OF EXTERNAL WALL | 2004 |
|
RU2349720C2 |
