FIELD: designs of antiseismic buildings. SUBSTANCE: outer and inner walls of the building are made of sectional bearing members in the form of partition, connecting and girdle blocks and interconnected in a vertical plane by short reinforcing bars grouted in vertical channels of connecting and girdle blocks. EFFECT: higher seismic resistance and reduced consumption of reinforcing materials. 12 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| METHOD OF REINFORCING WALLS OF CONSTRUCTIONS | 1991 |
|
RU2005865C1 |
| SEISMOISOLATING SUPPORT | 1992 |
|
RU2012718C1 |
| WALL PANEL | 1992 |
|
RU2045634C1 |
| THREE-LAYER CONSTRUCTION PANEL | 1994 |
|
RU2072412C1 |
| PILE FOUNDATION | 0 |
|
SU996639A1 |
| WALL OF MULTISTOREY EARTHQUAKE-PROOF BUILDING | 0 |
|
SU1167289A1 |
| EARTHQUAKE-PROOF MULTISTORY BUILDING | 0 |
|
SU1705530A1 |
| WALL PANEL | 1992 |
|
RU2035558C1 |
| BUTT JOINT OF WALL PANEL | 0 |
|
SU1760036A1 |
| EXTERIOR WALL PANEL | 1994 |
|
RU2076183C1 |
