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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