FIELD: construction.
SUBSTANCE: dome comprising ribs (ribs and joints) or volume blocks includes elements - belts, and/or panels, and/or walls - made of smooth sections and corrugated sections with permanent or variable pitch and/or height of corrugations or only from corrugated sections with variable height and/or pitch of corrugations. Only some elements may be corrugated, not all ones. As a version - a dome with tandem arrangement of rows of ribs or volume units. Thickness of smooth and/or corrugated elements may vary along their length. A dome is provided with an arrangement of a prefabricated, monolithic or prefabricated-monolithic shell above the ribs or volume units.
EFFECT: reduced material intensity of the structure, increased resistance to external power impacts.
13 cl, 15 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| METAL ARCH WITH VARIABLE STIFFNESS OF WALL | 2009 |
|
RU2386759C1 |
| BEAM WITH WALL CORRUGATED WITH ASYMMETRIC PROFILE | 2012 |
|
RU2492301C1 |
| COMPLETE DELIVERED BUILDING | 2014 |
|
RU2567797C1 |
| RIB OF ALTERNATING STIFFNESS | 2013 |
|
RU2519301C1 |
| BEAM OF COMPOSITE STRUCTURE WITH CORRUGATED ELEMENTS | 2009 |
|
RU2409728C1 |
| METAL COLUMN WITH COMBINED WALL | 2009 |
|
RU2386760C1 |
| BEAM WITH CONTINUALLY RETAINED WALL | 2013 |
|
RU2544922C1 |
| METHOD TO REINFORCE SUPPORT SECTIONS OF BEAMS | 2011 |
|
RU2468167C1 |
| METHOD OF PRODUCING VARIABLE-CORRUGATION ELEMENTS | 2010 |
|
RU2451570C9 |
| THREE-LAYER SHOCK-DAMPING SHELL | 0 |
|
SU998687A1 |
