FIELD: civil engineering. SUBSTANCE: method involves digging a trench at the side of ground sliding triangle. Then flexible sheets 4 are secured on the wall of underground structure 1 at points 3 deviated from the design position. Flexible sheets 4 have anchor devices 5 on the ends, positioned beyond the ground sliding triangle. Sheets 4 are suspended above the trench bottom with a clearance. Then the trench is backfilled with ground 7. Sheet 4 moves under the weight of the backfilled ground through the depth of the clearance thus restoring the design position 9 of wall 2. EFFECT: lower labor consumption and simpler technology of work. 4 dwg
Title | Year | Author | Number |
---|---|---|---|
WALL OF UNDERGROUND STRUCTURE | 1992 |
|
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WALL OF PROTECTED PREMISE | 1999 |
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METHOD OF SEALING PROFILED ROOFING MATERIAL SHEET JOINTS | 1991 |
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METHOD OF CONSTRUCTING SLOPING ROOF FROM CORRUGATED SHEETS | 1991 |
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DEVICE FOR SECURING FLEXIBLE WEBS | 0 |
|
SU1544943A1 |
RETAINING STRUCTURE | 0 |
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METHOD OF UNDERGROUND STRUCTURE ERECTION IN URBAN BUILT-UP AREA | 2002 |
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UNIT OF JOINING SPAN-PIECE WITH COLUMN | 1996 |
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METHOD OF LAYING UNDERGROUND PIPELINES | 0 |
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SU1791654A1 |
DEVICE FOR SLOPE CONSOLIDATION | 0 |
|
SU1721181A1 |
Authors
Dates
1995-10-10—Published
1992-10-30—Filed