- 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 culvert DZR 200/110 coupled
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 19/19 | 148 | 240 | 165 | C 35/45-XF4 | 2,420 | 6050 |
Usage:
The elements DZR 3 serve for forming of culverts for water diversion or single and doubled low frequented underpasses with upper bed height min. 1.0 m up to 7.0 m.
In contrast to the elements DZR 2 the front faces of the frames are configured for double-sided monolith forming. When term of monolith forming is kept, these elements can be used directly under a gravel bed 0.55 – 1 m thick.
The elements DZR 160/180 coupled and DZR 200/110 coupled serve for forming of culverts for water diversion. In contrast to the uncoupled elements the front faces of the frames are configured for double-sided monolith forming.
They are designed for continuous load with upper bed height 0.55 up to 7.0 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.
They are designed for 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.