FIELD: building, particularly engineering structures adapted for protection of linear and separate installations, including motor roads and railroads, against rock sliding, rock sloughing and mudflows.
SUBSTANCE: retaining wall includes relaxation device, face and foundation slabs rigidly secured one to another. Foundation slab is anchored in foundation ground. Relaxation device is formed of reinforced concrete slabs arranged in two longitudinal rows and secured to face slab by springs with variable spring force so that reinforced concrete slabs extend at different angles to horizon line. Low row slabs have lesser angle of inclination. Face slab and low slab row are provided with through slots. Foundation plate has cylindrical base and connected to inclined anchor by means of damping device.
EFFECT: reduced building time and operational costs for accumulating cavity cleaning, reduced labor inputs.
2 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| RETAINING WALL | 0 |
|
SU1808043A3 |
| RETAINING WALL OF SAIL TYPE | 0 |
|
SU1830099A3 |
| MULTI-TIER AVALANCHE STRUCTURE WITH PROMENADE TERRACES ON SCARP | 2012 |
|
RU2501911C1 |
| BREAST WALL | 0 |
|
SU1813142A3 |
| BANK PROTECTION, SLOPE PROTECTION AND RETAINER HOLDING FACILITY | 1991 |
|
RU2026451C1 |
| SECTIONAL REINFORCED CONCRETE BUTTRESS WALL | 1998 |
|
RU2135695C1 |
| CREEP RESISTANT CONSTRUCTION | 1991 |
|
RU2034957C1 |
| MULTI-STORIED BUILDING AND METHOD OF ERECTION ON SLOPES OR CLIFFS | 2008 |
|
RU2376428C1 |
| REUSABLE DEBRIS TRAP | 1991 |
|
RU2023108C1 |
| PROTECTIVE STRUCTURE AGAINST DANGEROUS GEOLOGICAL PROCESSES IN PERMANENTLY FROZEN SOILS | 2001 |
|
RU2185474C1 |
