FIELD: construction. SUBSTANCE: tunnel lining has block rings, each of which is split in longitudinal direction and consists of two components in form of rings. Conjugated surfaces of components have spherical protrusion and depression with radius equalling external radius of block ring. Prior to setting block rings into design position, their spherical protrusions and depressions are joined by longitudinal connections, and after supply of flexible plastic mixture on external surface of block rings and its hardening, the longitudinal connections are disconnected. EFFECT: higher efficiency. 5 cl, 4 dwg
Title | Year | Author | Number |
---|---|---|---|
TUNNELING SHIELD | 0 |
|
SU1550158A1 |
METHOD FOR CONSTRUCTION OF TUNNEL | 1994 |
|
RU2069757C1 |
METHOD OF ERECTING A MONOLITHIC-COMPRESSED ROOF SUPPORT | 0 |
|
SU1075000A1 |
SHIELD FOR SLIPFORM FOR CONSTRUCTING TUNNEL LINING | 0 |
|
SU935622A1 |
TUNNEL LINING | 0 |
|
SU1740678A1 |
TUNNEL LINING | 0 |
|
SU1548449A1 |
TUNNEL SHIELD AND SEALING UNIT | 1996 |
|
RU2098631C1 |
ROOF SUPPORT PLACING MACHINE | 0 |
|
SU1133413A1 |
TUNNELLING SHIELD | 0 |
|
SU912943A1 |
TUNNEL LINING | 0 |
|
SU1604993A1 |
Authors
Dates
1995-08-27—Published
1992-01-10—Filed