FIELD: building, particularly foundations for large reservoirs and similar structures.
SUBSTANCE: foundation includes ring-shaped foundation member located under reservoir walls and base formed as a row of piles driven in ground and connected by ring-shaped end cross having cuts. Reservoir bottom center includes plate with levers located in ring-shaped end cross cuts and connected to ring-shaped foundation member by rods.
EFFECT: reduced reservoir immersion in ground due to elimination of horizontal ground slide and restriction of reservoir bottom center flexure.
2 dwg
Title | Year | Author | Number |
---|---|---|---|
METHOD OF BUILDING FOUNDATION FOR RESERVOIR | 2002 |
|
RU2209884C1 |
DEVICE FOR REINFORCING FOUNDATIONS OF BUILDINGS AND STRUCTURES AND METHOD FOR ERECTING THE DEVICE FOR REINFORCING FOUNDATIONS OF BUILDINGS AND STRUCTURES | 1993 |
|
RU2068916C1 |
VERTICAL CYLINDRICAL TANK FOR STORAGE OF LIQUIDS AND GASES | 2014 |
|
RU2558559C1 |
RESERVOIR FOUNDATION ON WEAK BASE | 2010 |
|
RU2439248C1 |
METHOD TO PREPARE BASE OF CYLINDRICAL RESERVOIRS ON COMPRESSIBLE SOILS | 2009 |
|
RU2475596C2 |
BASE OF CYLINDRICAL RESERVOIR | 2010 |
|
RU2437988C1 |
METHOD TO ERECT RESERVOIR FOUNDATION | 2010 |
|
RU2437987C1 |
CONSTRUCTION METHOD OF PILE-SLAB FOUNDATION OF HIGH-RISE BUILDING | 2013 |
|
RU2549632C1 |
METHOD FOR STRAIGHTENING OF SLANT IN BUILDING ERECTED ON PILE FOUNDATION | 2008 |
|
RU2382146C1 |
PROCESS OF DEVELOPMENT OF FOUNDATION PIT | 2002 |
|
RU2209268C1 |
Authors
Dates
2005-02-27—Published
2003-09-03—Filed