FIELD: industrial building and civil building foundations built on non-uniform soil settlement. SUBSTANCE: foundation has anchor bolts. Through nozzles are formed in foundation body. Nozzles are widened to foundation base and arranged symmetric to foundation axes x and y and in center thereof. Each nozzle is filled with particulate material, particularly with utilizable slag. Double-action pulsating jack is introduced in upper orifice of each nozzle. Jack support plate mating with upper nozzle orifice section is supported by particulate material. From below jacks rest by pistons against removable distribution bars. Ends of each distribution bar rest against removable ends of H-shaped frame. H- shaped frame center rests from below against jack bar connecting column arms. EFFECT: possibility of full design foundation position rebuilding after unbalanced immersion and tilt; decreased material consumption. 2 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| METHOD FOR FOUNDATION MOVEMENT CONTROL WITH THE USE OF JET ENGINES | 2006 |
|
RU2319812C2 |
| METHOD TO CONTROL DISPLACEMENT, SETTING AND HEELING OF STRUCTURE BY PILED FOUNDATIONS, BEING MACROREGULATORS | 2008 |
|
RU2416696C2 |
| CONNECTION UNIT FOR TWO-LEG ECCENTRICALLY LOADED COLUMN WITH FOUNDATION AND METHOD FOR RESTORING DESIGN LEVEL OF FOUNDATION AND BUILDING FRAME | 2002 |
|
RU2236508C2 |
| DREDGE PUMP | 2002 |
|
RU2228408C2 |
| PROCEDURE CONTROLLING LIST AND SINKING OF SOLID MASS STRUCTURE | 2001 |
|
RU2211288C2 |
| METHOD TO CONTROL STRESSED STATE OF DOUBLE-SPAN BUILDING FRAME WITH THE USE OF FOUNDATIONS WITH JET ENGINES | 2005 |
|
RU2319811C2 |
| PORTAL CRANE STRUCTURE | 2002 |
|
RU2235673C2 |
| DOUBLE-SPAN BUILDING FRAME | 2005 |
|
RU2319817C2 |
| CRANE RUNWAY STRUCTURE | 2001 |
|
RU2227117C2 |
| CONTROL METHOD FOR SETTLED FOUNDATION SETTLEMENT | 2002 |
|
RU2230157C2 |
