FIELD: artificial motor and rail road structures, particularly granular-filled water-pass structures through waterways and tunnel underpasses.
SUBSTANCE: granular-fill structure includes floor panel rested upon supports and retaining walls fixedly jointed with floor panel and provided with cantilevers facing structure passing orifice and connected to retaining walls from below. Cantilevers are supported by foundation bearers and offset relative retaining wall plane.
EFFECT: increased structure reliability and service life, reduced material consumption.
5 cl, 4 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| BRIDGE | 2004 |
|
RU2261303C1 |
| FOUNDATION OF RECONSTRUCTED BUILDING | 2010 |
|
RU2431718C1 |
| WATER PASSING STRUCTURE | 2000 |
|
RU2181812C1 |
| SECTIONAL REINFORCED CONCRETE BUTTRESS WALL | 1998 |
|
RU2135695C1 |
| ABUTMENT OF BRIDGE | 1998 |
|
RU2136807C1 |
| PRE-CAST REINFORCED CONCRETE RETAINING WALL | 1994 |
|
RU2070252C1 |
| CONJUNCTION OF BRIDGE AND EMBANKMENT | 1999 |
|
RU2136809C1 |
| FILL-IN STRUCTURE UNDER EMBANKMENT | 1997 |
|
RU2131956C1 |
| METHOD OF DECREASING OF ACTIVE PRESSURE OF THE SOIL ON VERTICAL AND INCLINED SURFACES OF ELEMENTS OF ARTIFICIAL FORMATIONS AND MONOLITHIC GEOMASSIVE CONSTRUCTION, MANUFACTURED WITH THE APPLICATION OF THE METHOD | 2017 |
|
RU2651854C1 |
| SEPARATE GRADE CROSSING OF MOSCOW RING HIGHWAY AND YAROSLAVSKOYE SHOSSE | 1998 |
|
RU2139384C1 |
