FIELD: construction engineering. SUBSTANCE: according to method, prior to erection of foundation shell, ground base for it is compacted for high load-bearing capacity. Ram used for compaction should have its inner space of same configuration and dimensions as inner space of reinforced concrete shell. Ram is driven in ground by impact method to produce compacted ground base corresponding in shape and size to shell space in the form of cone. Shell together with column fastening unit is installed on aforesaid compacted ground base. EFFECT: high efficiency. 3 dwg
Title | Year | Author | Number |
---|---|---|---|
METHOD OF ERECTING BUILDING FOUNDATION IN HEAVING SOIL | 0 |
|
SU1599481A1 |
0 |
|
SU1565966A1 | |
METHOD FOR ERECTING SHALLOW AND SURFACE FOUNDATIONS IN THAWED GROUND LOCATED ABOVE UNDERLYING PERMAFROST OR ROCK GROUNDS | 2003 |
|
RU2249082C1 |
PILE-SLAB FOUNDATION AND METHOD OF ITS CONSTRUCTION | 2000 |
|
RU2163281C1 |
METHOD FOR CONSTRUCTION OF FOUNDATION | 0 |
|
SU1815308A1 |
METHOD OF ERECTION OF BUILDING FOUNDATION | 0 |
|
SU1742423A1 |
0 |
|
SU1781386A1 | |
METHOD FOR ERECTION OF FOUNDATION | 0 |
|
SU1760018A1 |
METHOD OF MAKING FOUNDATION PIT | 0 |
|
SU1559049A1 |
METHOD OF CONSTRUCTING INTERMITTENT BAND FOUNDATIONS | 0 |
|
SU1032114A1 |
Authors
Dates
1998-01-10—Published
1996-04-03—Filed