FIELD: construction.
SUBSTANCE: shipborne floor of vessel comprises side planking reinforced with framing, and elastic layer. Gasket is installed between elastic layer and side planking. Optimal rigidity of gasket K and thickness of gasket h are determined using the following formulas: K = 10.4 * K3 * W * [σ] / ([f] * a2), h>[f] / (K3 * [εgasket]), where K3 is assurance factor; W is resistance torque of elastic layer beam-strip; a is spacing; [σ] is permissible tensions in material of elastic layer; [f] is permissible normative sagging of planking panel; [εgasket] is permissible relative deformations in gasket material.
EFFECT: improved bearing capacity of elastic layer and panels of vessel floor planking.
4 dwg
| Title | Year | Author | Number | 
|---|---|---|---|
| BOARD COVERING | 2011 | 
									
  | 
                RU2463197C1 | 
| SIDE PLATTING ASSEMBLY | 2017 | 
									
  | 
                RU2672147C1 | 
| ONBOARD COVERING | 2018 | 
									
  | 
                RU2690784C1 | 
| SIDE BULKHEAD | 2011 | 
									
  | 
                RU2472666C2 | 
| BOARD COVERING | 2018 | 
									
  | 
                RU2716890C1 | 
| SIDE OVERLAP | 2016 | 
									
  | 
                RU2621405C1 | 
| SIDE BULKHEAD | 2012 | 
									
  | 
                RU2486096C1 | 
| SHIP HULL | 2023 | 
									
  | 
                RU2826533C1 | 
| SIDE BULKHEAD | 2012 | 
									
  | 
                RU2507103C1 | 
| SIDE BULKHEAD | 2011 | 
									
  | 
                RU2472665C2 | 
Authors
Dates
2010-02-27—Published
2009-04-09—Filed