- Additional assortment
- covers made of paving and slabs
- Concrete paver VPSsVL type A
- Panel for temporary roads 300/100/18
- Panel for temporary roads 300/100/21,5
- Panel for temporary roads 300/200/18
- Panel for temporary roads 300/200/21,5
- Reinforcing building block 2,1x1,0x0,18
- Reinforcing building block 2,1x0,5x0,18
- Square highway slab III.
- Road panel 150/100/15
- Road panel 200/100/15
- Road panel 200/100/18
- Road panel 300/100/15
- Road panel 300/100/18
- Road panel 300/100/21,5
- Road panel 300/120/15
- Road panel 300/150/15
- Road panel 300/200/15
- Road panel 300/200/18
- Road panel 300/200/21,5
- Reinforcing building block var. III.
- Reinforcing building block var. III./2
- Reinforcing building block var. V.
- vineyard posts
- covers made of paving and slabs
Additional assortmentRoad panel 200/100/15
31 Doloplazy
Technical conditions of delivery
Declaration of Conformity
| Trademark | Dimensions (cm) | Concrete Class | Volume (m3) | Weight (kg) | ||
|---|---|---|---|---|---|---|
| L | B | H | ||||
| IZD 37/10 | 200 | 100 | 15 | C 25/30-XF1 | 0,2978 | 717 |
Usage:
For temporary site roads, concrete areas, parking places and the like. These panels are intended for disposability.
The panels are applicable for a traffic load by design axle 100 kN and with passage number less than 1.0 x 104.
The minimum thickness of base course arises from the modulus of elasticity of subgrade 20 (30, 45) MPa, at load-bearing capacity of the subgrade characterized by modulus of subgrade reaction k = 60 (90, 120) MN/cu. m and is given in the type document.
„Reinforced Concrete Panels for Temporary Roads“ issued by Study and Standardization Institute in 1991.