Railway
constructions
constructions
Tramway sleeper B03-DP 07P
61 Uherský Ostroh
Technical conditions of delivery
Declaration of Conformity
Trademark | Dimensions (cm) | Concrete Class | Volume (m3) | Weight (kg) | |||
---|---|---|---|---|---|---|---|
L | B | H | H_1 | ||||
APP 85-19 | 241,5 | 24 | 22,5 | 17,5 | C 45/55- XF1 | 0,0970 | 252 |
Usage:
Together with flexible tie plate-free fixation of S49 rail, type Pandrol FE, slant 1:20 intended for build-up in tram-lines.
Sleeper design parameters for speed up 120 km/hr:
– positive bending moment in the cross section under the rail Mdr = + 12 kNm
– negative bending moment in the cross section in the middle of the sleeper Mdcn = – 10 kNm
Sleeper design parameters for speed up 80 km/hr:
– positive bending moment in the cross section under the rail Mdr = + 10 kNm
– negative bending moment in the cross section in the middle of the sleeper Mdcn = – 8 kNm