The concrete precast elements used for bridges are standard- type and field adapted products, manufactured on the basis of IPTANA (Design Institute and Technical Consultancy for Road, Water and Air Transportation) projects. The elements are used for bridges constructions and road passage ways according to the "E" class with A30, V80.
Attic bonded prestressed beam with adherent ropes and I section
| Name |
Length [m] |
Bearing length [m] |
Concrete volume C32/40 [mc] |
Weight [t] |
No. of strands |
Maximum moment of stress [tm] |
|---|---|---|---|---|---|---|
| Proiect IPTANA C 644/l Plan 1/1603...3/1605 | ||||||
| G⊥42-6 | 6,00 | 5,50 | 0,80 | 2,00 | 2+8 TBP12 | 24,0 |
| G⊥42-8 | 8,00 | 7,50 | 1,05 | 2,65 | 2+12 TBP12 | 40,0 |
| G⊥42-10 | 10,00 | 9,50 | 1,30 | 3,30 | 2+16 TBP12 | 42,0 |
| Proiect IPTANA C 644/l Plan 4/1606...6/1608 | ||||||
| G⊥52-10 | 10,00 | 9,50 | 1,50 | 3,75 | 2+14 TBP12 | 50,0 |
| G⊥52-12 | 12,00 | 11,50 | 1,80 | 4,50 | 2+18 TBP12 | 58,0 |
Attic bonded prestressed beam with adherent ropes and over concreting with joint and I section
| Name |
Length [m] |
Bearing length [m] |
Concrete volume C32/40 [mc] |
Weight [t] |
No. of strands |
Maximum moment of stress [tm] |
|---|---|---|---|---|---|---|
| Proiect IPTANA C 644/l Plan 1/1609...9/1611 | ||||||
| GI 72-14 | 14,00 | 13,50 | 5,42 | 13,50 | 8+19 TBP12 | 161,0 |
| GI 72-16 | 16,00 | 15,50 | 6,20 | 15,50 | 13+19 TBP12 | 186,3 |
| Proiect IPTANA C 644/l Plan 10/1606...12/1614 | ||||||
| GI 80-16 | 16,00 | 15,50 | 6,54 | 16,40 | 11+19 TBP12 | 198,7 |
| GI 80-18 | 18,00 | 17,50 | 7,33 | 18,40 | 14+20 TBP12 | 220,3 |
Grinzi de pod din beton precomprimat cu corzi aderente si sectiunea I joanctive cu placă de suprabetonare
| Name |
Length [m] |
Bearing length [m] |
Concrete volume C32/40 [mc] |
Weight [t] |
No of strands |
Maximum moment of stress [tm] |
|---|---|---|---|---|---|---|
| Proiect IPTANA C 6833/84 Plan 27/1700...29/1702 | ||||||
| G 15-93 | 15,00 | 14,30 | 4,60 | 12,00 | 2+18 TBP12 | 165,3 |
| 2+16 TBP12 | 148 | |||||
| Proiect IPTANA C 6833/84 Plan 16/1689...18/1691 | ||||||
| G 18-93 | 18,00 | 17,30 | 5,50 | 14,40 | 2+26 TBP12 | 225,0 |
| 2+22 TBP12 | 196,4 | |||||
| Proiect IPTANA C 6833/84 Plan 23/1706...35/1708 | ||||||
| G 21-93 | 21,00 | 20,30 | 6,40 | 16,80 | 2+36 TBP12 | 272,3 |
| 2+32 TBP12 | 247,3 | |||||
| Proiect IPTANA C 6833/84 Plan 38/1711...40/1713 | ||||||
| G 24-93 | 24,00 | 23,30 | 7,30 | 19,20 | 2+40 TBP12 | 281,5 |
The concrete precast elements for road bridges are standard- type products manufactured on the basis of IPTANA projects.
"A" type wing
| Type |
Length [cm] |
Height [cm] |
Width [cm] |
Concrete volume C20/25 [mc] |
Weight [t] |
|---|---|---|---|---|---|
| A0 | 190 | 200 | 110 | 0,95 | 2,40 |
| A1 | 250 | 240 | 130 | 1,38 | 3,45 |
| A2 | 310 | 280 | 145 | 1,79 | 3,63 |
| A3 | 370 | 320 | 155 | 2,10 | 5,25 |
"L" type elevation
| Type |
Length [cm] |
Height [cm] |
Width [cm] |
Concrete volume C20/25 [mc] |
Weight [t] |
|---|---|---|---|---|---|
| L0 | 160 | 200 | 150 | 1,54 | 3,80 |
| L1 | 160 | 240 | 150 | 1,73 | 4,35 |
| L2 | 160 | 280 | 150 | 1,93 | 4,83 |
| L3 | 160 | 320 | 150 | 2,13 | 5,30 |
"D" type slab concrete
| Type |
Length [cm] |
Height [cm] |
Width [cm] |
Concrete volume C25/30 [mc] |
Weight [t] |
|---|---|---|---|---|---|
| D3 | 390 | 40 | 79 | 1,22 | 3,05 |
| D4 | 490 | 40 | 79 | 1,53 | 3,83 |
| D5 | 590 | 40 | 79 | 1,84 | 5,25 |
"D" type marginal slab
| Type |
Length [cm] |
Height [cm] |
Width [cm] |
Concrete volume C25/30 [mc] |
Concrete volume C20/25 [mc] |
Weight [t] |
|---|---|---|---|---|---|---|
| D3 | 390 | 40+40 | 79 | 1,23 | 0,34 | 3,90 |
| D4 | 490 | 40+40 | 79 | 1,55 | 0,43 | 4,95 |
| D5 | 590 | 40+40 | 79 | 1,86 | 0,52 | 5,95 |
"T" type Tympanum
| Type | Length |
Height [cm] |
Width [cm] |
Concrete volume C20/25 [mc] |
Weight [t] |
|---|---|---|---|---|---|
| T2 | 240 | 33 | 53 | 0,29 | 0,73 |
"C" frame type
| Type |
Length [cm] |
Height [cm] |
Width [cm] |
Concrete volume C20/25 [mc] |
Weight [t] |
|---|---|---|---|---|---|
| C2 | 160 | 275 | 240 | 3,24 | 8,10 |
"P" frame type
| Type |
Length [cm] |
Height [cm] |
Width [cm] |
Concrete volume C20/25 [mc] |
Weight [t] |
|---|---|---|---|---|---|
| P2 | 120 | 160 | 234 | 1,21 | 2,91 |
"CP 2" terminal cell
| Type |
Length [cm] |
Height [cm] |
Width [cm] |
Concrete volume C20/25 [mc] |
Weight [t] |
|---|---|---|---|---|---|
| CP2 | 245 | 191,5 | 395 | 2,11 | 5,0 |
Handling:
The handling of the products is done by hanging, inside the mounting holes or inside the terminal lug. It's also done mechanically using a lifting device corresponding to the maximum load demand and to the span.
Transportation:
The products transportation is done either by train or by cars. The products shall be protected against overturning and sliding through anchor to the means of transportation.
Storing:
It is done in adequate places, on brackets, avoiding the contamination with substances that may destroy the concrete during usage. The brackets shall be placed at adequate distances according to the length of the product.
