FIELD: nuclear power engineering. SUBSTANCE: troughs of drainage system are located under welded joints of sheets of lining of upper bottom. Troughs are attached to walls of storage with faces and to lower surface of sheets with sides. This design prevents work of lower bottom and of troughs as beams. EFFECT: enhanced reliability of storage, reduced usage of metal. 7 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| MONOLITHIC CONCRETE WALL | 0 |
|
SU1763602A1 |
| LIQUEFIED NATURAL GAS STORAGE TANK | 2024 |
|
RU2824699C1 |
| 0 |
|
SU251436A1 | |
| SPATIAL FOUNDATION PLATFORM | 2002 |
|
RU2206665C1 |
| RESERVOIR FOR STORAGE, UTILIZATION OF POLLUTED LIQUID | 1995 |
|
RU2095532C1 |
| METHOD OF ERECTION OF SHELLS ON PNEUMATIC FALSEWORK | 1994 |
|
RU2112120C1 |
| BASIN FOR HOLDING AND RELOADING NUCLEAR FUEL | 0 |
|
SU674558A1 |
| CONCRETE GUTTER CHUTE AND INSET PART FOR IT | 2008 |
|
RU2363803C1 |
| NUCLEAR FUEL COOLING POND | 1991 |
|
SU1827141A3 |
| MANURE ACCUMULATOR | 2008 |
|
RU2386245C1 |
