FIELD: construction of underground structures. SUBSTANCE: lining includes concrete layer annular in cross-section with reinforcement in form of nets. Concrete layer is separated in cross-section over its periphery into equal upper, lower and side parts. Reinforcement in lower and upper parts is multitier with bars spaced within their eight diameters, and in side parts, reinforcement is single-row its edges are brought into space between nets of multirow reinforcement at distance not in excess of 30 diameters of reinforcement bars. EFFECT: higher reliability of structure due to reduced level of value of crack opening in zones of reinforced concrete linings of tunnels not resistant to cracks. 1 dwg
Title | Year | Author | Number |
---|---|---|---|
BURIED PENSTOCK | 0 |
|
SU1813836A1 |
REACTOR COMPARTMENT OF ATOMIC POWER STATION | 1990 |
|
RU2031456C1 |
REINFORCED CONCRETE LINING FOR WALLS OF UNDERGROUND STRUCTURE | 0 |
|
SU926303A1 |
HYDRAULIC ENGINEERING STRUCTURE | 0 |
|
SU1673684A1 |
SPIRAL CHAMBER OF A HYDRAULIC MACHINE | 0 |
|
SU1825839A1 |
LINING OF PRESSURE-FREE HYDRAULIC TUNNEL | 0 |
|
SU1145076A1 |
DOME-SHAPED PRESSURE TUNNEL | 0 |
|
SU1740540A1 |
UNDERGROUND STRUCTURE LINING | 0 |
|
SU1395747A1 |
STEEL/FERROCONCRETE UNDERGROUND PIPELINE | 0 |
|
SU1133337A1 |
TUNNEL LINING | 0 |
|
SU898082A1 |
Authors
Dates
1994-06-30—Published
1991-12-06—Filed