FIELD: civil engineering. SUBSTANCE: wall of underground structure 1 comprises rods secured to it and passing through a ground layer. Opposite end of each rod is anchored in the main rock. Relief members 4 are made in the form of a membrane consisting of at least one flat flexible sheet and located above the rods along longitudinal axis. The membrane is disposed within the limits of the ground sliding triangle and is secured by additional anchors 6. EFFECT: lower material content and easier erection. 3 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| METHOD FOR REPAIRING DAMAGED WALL OF UNDERGROUND STRUCTURE | 1992 |
|
RU2045626C1 |
| DEVICE FOR SLOPE CONSOLIDATION | 0 |
|
SU1721181A1 |
| RETAINING WALL | 0 |
|
SU1301904A1 |
| PRODUCTION BUILDING | 0 |
|
SU1726707A1 |
| METHOD OF CONSTRUCTING SLOPING ROOF FROM CORRUGATED SHEETS | 1991 |
|
RU2008412C1 |
| RETAINING STRUCTURE | 0 |
|
SU1807176A1 |
| DEVICE FOR SECURING FLEXIBLE WEBS | 0 |
|
SU1544943A1 |
| UNIT OF JOINING SPAN-PIECE WITH COLUMN | 1996 |
|
RU2107132C1 |
| ENCLOSURE OF GUARDED ROOM FOR KEEPING OF VALUES | 1997 |
|
RU2111319C1 |
| METHOD OF SEALING PROFILED ROOFING MATERIAL SHEET JOINTS | 1991 |
|
RU2008413C1 |
