- Bridge structures and frame culverts
- bridge elements
- spatial elements for engineering networks
- Reinforced-concrete frame 200/100 A
- Reinforced-concrete frame 200/100 B
- Frame culvert DZR 160/180 non-coupled
- Frame culvert DZR 160/180 coupled
- Frame culvert DZR 2
- Frame culvert DZR 200/110 non-coupled
- Frame culvert DZR 200/110 coupled
- Frame culvert DZR 3
- Frame culvert DZR 4
- Frame underpass DZR 5
- Frame underpass DZR 6
- Frame underpass DZR 7
- Frame underpass DZR 8
Bridge structures and frame culvertsFrame underpass DZR 8
07 Čerčany
Technical conditions of delivery
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TP-02_06 Prostorové prvky pro inženýrské sítě (3-2).pdf
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TP-08_16 Prostorové prvky pro inženýrské sítě (1-3).pdf
Declaration of Performance
| Trademark | Dimensions (cm) | Concrete Class | Volume (m3) | Weight (kg) | ||
|---|---|---|---|---|---|---|
| L | B | H | ||||
| IZM 26/10 | 178 | 445 | 340 | C 35/45-XF4 | 6,3500 | 15900 |
Usage:
The elements DZR 5, 6, 7, 8 serve for forming of mounted frame underpasses for station luggage tunnels, for pedestrian underpasses and for buildings for other purposes, i.e. simple ones only. They are adapted for jointing by monolith forming. In contrast to the element DZR 7 they have another structural length.
They are designed for continuous load given by the gravel bed thickness from 0.55 to 1.0 m and moving load given by the heavy load train ČSD T, the standard load of which is given by a set of axle forces 4 x 312.5 kN and by the uniform load 100 kNm-1.
Note:
Documents for use of the elements are contained in the type document „Elements of Railway Frame Culverts, Vol. 305/280 and 405/280 – Part B“ from 1971“.