FIELD: construction.
SUBSTANCE: invention relates to construction, in particular to foundation construction, as well as to the construction of foundation pads for buildings and structures. Reinforced sand foundation pad includes reinforcing layers. Reinforcing layers are arranged with variable pitch reinforcement Δh determined by the formula: Δh=(n-1)*100+200, where n is the number of the reinforcing layer.
EFFECT: technical result consists in providing a simplified design while maintaining a high bearing capacity of the base, reducing material consumption.
1 cl, 1 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| MULTI-TIER SYSTEM OF SAND CUSHIONS WITH CLOSED REINFORCEMENT | 2017 |
|
RU2667169C1 |
| REINFORCED SAND BED WITH CURVED BOTTOM | 2012 |
|
RU2522268C2 |
| REINFORCED SAND PILE | 2011 |
|
RU2476643C1 |
| REINFORCED SAND PILE FOR FOUNDATIONS ON WATER-SATURATED CLAY BASES | 2023 |
|
RU2825378C1 |
| METHOD FOR PREPARATION OF BASE OF STRUCTURE ON WEAK GROUNDS | 2020 |
|
RU2731234C1 |
| FOUNDATION | 1992 |
|
RU2008400C1 |
| METHOD FOR PREPARING THE BASE OF A CYLINDRICAL TANK ON SOFT SOILS | 2022 |
|
RU2783072C1 |
| METHOD TO ARRANGE BASE OF STRUCTURAL FOUNDATIONS | 2012 |
|
RU2496944C1 |
| METHOD OF SECURING WEAK SOIL AT THE BASE OF A FOUNDATION SLAB | 2023 |
|
RU2807344C1 |
| METHOD FOR CYLINDRICAL RESERVOIR BASE PREPARATION ON SOFT NON-UNIFORMLY COMPRESSIBLE GROUND | 2006 |
|
RU2308574C1 |
