Equipment for Rational Securing of Cargo on Railway ... - Vinnova
Equipment for Rational Securing of Cargo on Railway ... - Vinnova
Equipment for Rational Securing of Cargo on Railway ... - Vinnova
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MariTerm AB 2004-01-30 jvgRASLA<br />
6.4 Doors<br />
6.4.1 UIC<br />
Covered wag<strong>on</strong>s<br />
Sliding doors must be able to withstand:<br />
- a transverse <str<strong>on</strong>g>for</str<strong>on</strong>g>ce <str<strong>on</strong>g>of</str<strong>on</strong>g> 8 kN (800 kg) due to pressure from the load acting in the centre<br />
<str<strong>on</strong>g>of</str<strong>on</strong>g> the door over a square <str<strong>on</strong>g>of</str<strong>on</strong>g> 1 m side.<br />
- a transverse <str<strong>on</strong>g>for</str<strong>on</strong>g>ce <str<strong>on</strong>g>of</str<strong>on</strong>g> 5 kN (500 kg) <strong>on</strong> each support point <str<strong>on</strong>g>of</str<strong>on</strong>g> the door.<br />
No damage or residual de<str<strong>on</strong>g>for</str<strong>on</strong>g>mati<strong>on</strong> is acceptable.<br />
An approximated calculati<strong>on</strong> to give the maximum <str<strong>on</strong>g>for</str<strong>on</strong>g>ce that can be supported by the door <str<strong>on</strong>g>of</str<strong>on</strong>g><br />
a typical wag<strong>on</strong> (Gbs 611) is shown below. The calculati<strong>on</strong>s do not take any benefits from<br />
other possible distributi<strong>on</strong>s <str<strong>on</strong>g>of</str<strong>on</strong>g> the <str<strong>on</strong>g>for</str<strong>on</strong>g>ce into c<strong>on</strong>siderati<strong>on</strong>.<br />
Input data<br />
Payload (P):<br />
26 t<strong>on</strong><br />
Usable loading length (L): 12.7 m<br />
Door width (W):<br />
2.5 m<br />
Test <str<strong>on</strong>g>for</str<strong>on</strong>g>ce (F):<br />
8 kN<br />
g: 9.81 m/s 2<br />
F<br />
8<br />
The <str<strong>on</strong>g>for</str<strong>on</strong>g>ce expressed in parts <str<strong>on</strong>g>of</str<strong>on</strong>g> the payload: =<br />
= 0. 16<br />
W<br />
2.5<br />
g × P × 9.81×<br />
26×<br />
L<br />
12.7<br />
The calculati<strong>on</strong> gives thus a maximum allowable <str<strong>on</strong>g>for</str<strong>on</strong>g>ce <strong>on</strong> the wag<strong>on</strong> door <str<strong>on</strong>g>of</str<strong>on</strong>g> 0.16 times the<br />
maximum payload <str<strong>on</strong>g>of</str<strong>on</strong>g> the wag<strong>on</strong> (in relati<strong>on</strong> to the length <str<strong>on</strong>g>of</str<strong>on</strong>g> the door compared to the loading<br />
length). As the test <str<strong>on</strong>g>for</str<strong>on</strong>g>ce is applied at half the height <str<strong>on</strong>g>of</str<strong>on</strong>g> the side the <str<strong>on</strong>g>for</str<strong>on</strong>g>ce can be c<strong>on</strong>sidered to<br />
be evenly distributed over the entire side, if the moment is calculated from the wag<strong>on</strong> floor.<br />
Double-leaf doors must be able to withstand<br />
- a transverse <str<strong>on</strong>g>for</str<strong>on</strong>g>ce <str<strong>on</strong>g>of</str<strong>on</strong>g> 8 kN (800 kg) due to pressure from the load acting in the centre<br />
<str<strong>on</strong>g>of</str<strong>on</strong>g> each door leaf over a square <str<strong>on</strong>g>of</str<strong>on</strong>g> 1 m side.<br />
- a transverse <str<strong>on</strong>g>for</str<strong>on</strong>g>ce <str<strong>on</strong>g>of</str<strong>on</strong>g> 5 kN (500 kg) <strong>on</strong> each articulated point <str<strong>on</strong>g>of</str<strong>on</strong>g> the door.<br />
A residual de<str<strong>on</strong>g>for</str<strong>on</strong>g>mati<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> maximum 2 mm is acceptable <str<strong>on</strong>g>of</str<strong>on</strong>g> the door itself but no damage or<br />
residual de<str<strong>on</strong>g>for</str<strong>on</strong>g>mati<strong>on</strong> is acceptable in the locking, running or guide mechanisms.<br />
High-sided open wag<strong>on</strong>s<br />
The side doors must withstand a <str<strong>on</strong>g>for</str<strong>on</strong>g>ce <str<strong>on</strong>g>of</str<strong>on</strong>g> 20 kN (2000 kg) applied at a height <str<strong>on</strong>g>of</str<strong>on</strong>g> 1 m above<br />
floor level in the centre <str<strong>on</strong>g>of</str<strong>on</strong>g> the doorway.<br />
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