FIELD: construction.
SUBSTANCE: foundation of a floating massif installed onto a base by a float-on method, being a part of the floating massif, includes a shell that widens towards the bottom. The geometry of the shell provides for gravitational leakage of loose material from it, the reserve of which the shell holds, and its lower outlet hole is closed with a gate retained in the closed condition with the help of links that transfer forces from the gate weight and loose material weight to the massif body.
EFFECT: higher manufacturability of the process, provision of structure stability, higher shift stiffness and strength under action of horizontal shifting loads.
6 cl, 3 ex, 1 tbl, 20 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| FOUNDATION ENVELOPE OF FLOATING BLOCK INSTALLED AT WATER AREA BOTTOM USING FLOAT-ON METHOD | 2011 |
|
RU2473739C1 |
| METHOD FOR COUPLING OF FLOATING CAISSON, HAVING FUNNEL-SHAPED FOUNDATION-SHELLS, WITH BASE | 2011 |
|
RU2484206C1 |
| METHOD OF FITTING FLOATING BODY WITH FUNNEL-LIKE SHELL BEDS IN UNEQUIPPED BOTTOM OF WATER AREA | 2011 |
|
RU2473737C1 |
| FLOATING BUILDING OF WAVE-ACTIVATED POWER PLANT | 2011 |
|
RU2495189C2 |
| METHOD TO MANUFACTURE FLOAT-ON ELEMENTS OF HYDRAULIC ENGINEERING STRUCTURE | 2012 |
|
RU2494191C1 |
| COMPLEX OF MAIN HYDRAULIC ENGINEERING STRUCTURES OF SINGLE-POND TIDAL POWER-PLANT (TPP) | 2012 |
|
RU2494193C1 |
| METHOD OF LOADING AND UNLOADING HEAVY CARGOES FROM FLOATING CRAFTS | 2007 |
|
RU2351526C2 |
| METHOD FOR LAYING GEOTEXTILE DOWN ON WATER AREA BOTTOM | 0 |
|
SU1825848A1 |
| BRIDGE | 0 |
|
SU1763554A1 |
| METHOD AND APPARATUS FOR BOTTOM STRENGTHENING | 0 |
|
SU1102836A1 |
