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 |
SIDE BULKHEAD | 2012 |
|
RU2507103C1 |
SIDE BULKHEAD | 2011 |
|
RU2472665C2 |
SHIP HULL OUTER PANEL CONDITION MONITORING METHOD | 2019 |
|
RU2741671C1 |
Authors
Dates
2010-02-27—Published
2009-04-09—Filed