10.3

75

Hplac

a=20

cm

6.65

3.35

17

11.70

+5.05+5.25

+5.05+5.25

+4.5

5

+5.0

5+5

.25

+5.0

5+5

.25

12/

15

4

12/

15

4

12/

15

3

12/

15

312/15

2

12/15

212/15

1

12/15

1

35 3.125 30 3.125 35 4.025 40

2050

5020

+4.55

+5.05+5.25

3540

6.27

535

3.00

35

+5.05+5.25

2050

Gp 2 - 70X35

Gp 2 - 70X35

A1

20 3.45 3.45 4.40 20

+4.5

5

+5.0

5+5

.25

PLAN ARMARE PLACA COTA +5.25Scara 1:50

30

Gp

1 - 7

0X30

BETON: C20/25OTEL : PC52; OB37

Beton: C20/25Apa-Ciment: 0.45Permeabilitate P8

Dimensiunea maxima a agregatelor:20 mmCalitate ciment: SRI-32.5Reteta betonului: C20/25-T3/T4-SRI-32.5-0/20Dozaj minim ciment: 390 Kg/cbm

Acoperire minima cu beton:25mm

NOTA:

-Dupa turnarea betonului se vor asigura conditiile de intarire conform NE 012-99.-Clasa de expunere conform NE 012-99: 2b - mediu umed sever.-Se aplica o hidroizolatie (MaxSeal Flex) pe interiorul si exteriorul chesonului.-Piesele de trecere se vor monta inainte de turnarea betonului.

Bending forms (not to scale)Bare cotate (nu este la scara)

TotalLengthLung.

[m] [kg]

WeightGreutate

Unit.LengthLung.[m]

MarkMarca

Pcs.Buc.

[mm]

Bars Schedule / Extras Armare

1 138 12 4.90 676.20

2 138 12 7.37 1017.06

3 156 12 7.17 1118.52

4 156 12 3.85 600.60

Total weight / Greutate totala OB37 + PC52 + PC60 [kg] :Total weight / Greutate totala PC60 (kg) :Total weight / Greutate totala PC52 (kg) :Total weight / Greutate totala OB37 (kg) :

SteelQualityCalit.Otel

600.47 OB37

903.15 OB37

993.25 OB37

533.33 OB37

0.00 kg 0.00 kg

3030.20 kg

3030.20 kg

h/l= 409.8 / 583.8 (0.24m2)

A2