FIELD: construction, particularly to erect high-capacity reservoirs on compressible ground.
SUBSTANCE: reservoir foundation comprises bearing panel laid on ground bed. The bearing panel has flat annular conical part having thickness increasing towards panel center and central conical part. Spring means are arranged between the annular conical part and central one. Spring means touch reinforced concrete ring. Central conical part is made as a cone facing upwards and composed of several members pivotally connected with each other in tops thereof and resting upon reinforced concrete ring. The members are connected with each other by flexible inserts.
EFFECT: provision of full oil product discharge from reservoir and simplified technology of reservoir foundation erection.
2 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| VERTICAL STEEL TANK BASE | 2006 |
|
RU2321704C2 |
| RESERVOIR FOUNDATION | 2001 |
|
RU2209883C1 |
| OIL PRODUCT STORAGE TANK | 2008 |
|
RU2367745C1 |
| FOUNDATION FOR CYLINDRICAL TANK | 2001 |
|
RU2203361C2 |
| PLATE FOUNDATION UNDER TANK | 2017 |
|
RU2655457C1 |
| METHODS FOR ERECTION OF FOUNDATION AND BOTTOM OF LARGE RESERVOIR AND THEIR DESIGN | 2008 |
|
RU2393300C2 |
| RESERVOIR FOUNDATION ON WEAK BASE | 2010 |
|
RU2439248C1 |
| FOUNDATION | 0 |
|
SU1821533A1 |
| METHOD OF FOUNDATION CONSTRUCTION AND HOW IT IS SET UP | 2015 |
|
RU2645686C2 |
| UPRIGHT STEEL RESERVOIR | 2005 |
|
RU2287048C1 |
