FIELD: civil engineering. SUBSTANCE: in plane plate 1 is round. The plane has hole 2 with lengthwise axis displaced about geometric center of the plane towards rib 3 of wedge- type base 4. Rock body 5 is laid under the base by a value of eccentricity depending on wedge opening angle, distance to its rib, foundation geometry dimensions, and elastic properties of the base. EFFECT: high stability of the structure. 7 dwg, 2 tbl
Title | Year | Author | Number |
---|---|---|---|
METHOD TO BALANCE BUILDINGS AND STRUCTURES | 2011 |
|
RU2468150C1 |
FACILITY TO CORRECT POSITION OF BUILDING, STRUCTURE | 2002 |
|
RU2209272C1 |
METHOD OF PROVIDING OPERATING RELIABILITY OF STRUCTURE ONTO SEASONALLY FROST HEAVING SOIL BED | 2014 |
|
RU2601079C2 |
BUILDING STRAIGHTENING METHOD | 2004 |
|
RU2275474C2 |
METHOD TO ELIMINATE STRUCTURE INCLINATION WITH THE USE OF REACTIVE BUTTRESSES | 2005 |
|
RU2299952C2 |
0 |
|
SU1783078A1 | |
DEVICE FOR SHORING FOUNDATION SUPPORTING PART IN RAISING UNIDIRECTIONAL MOMENTARY LOAD | 1999 |
|
RU2167240C2 |
METHOD OF LEVELLING BUILDING FOUNDATION | 0 |
|
SU1760022A1 |
GEAR TO CORRECT POSITION OF BUILDING OR STRUCTURE | 2002 |
|
RU2195532C1 |
HEATED LOW-RISE BUILDING WITH FLOOR BY WARMED PEDIMENTAL CEILING SCAFFOLDING ON HEAVING GROUND BASE | 2006 |
|
RU2337211C2 |
Authors
Dates
1995-09-10—Published
1992-12-21—Filed