Scara Prefabricata_ Rampa 1 Si Rampa 2

Scara Prefabricata_ Rampa 1 Si Rampa 2

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PLAN COFRAJ SCARA PREFABRICATA-RAMPA 1 SCHALUNGSPLAN FERTIGTEIL TREPPE - RAMPE 1HTA 54/33 - A4 - 300 18 1.33 deha 2.5t 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 95 30 30 1:25 4.03 30 30 30 30 30 30 30 1.43

PLAN COFRAJ SCARA PREFABRICATA-RAMPA 2 SCHALUNGSPLAN FERTIGTEIL TREPPE - RAMPE 21:25 30 30 4.51 30 30 30 30 30 30 20 30 10 18 125 deha 2.5t 6 Ps1 deha 2.5t 15 70 1.33 1.479 779 10 2.863 4.51 168 38

15

70

281

1.85

deha 2.5t 167

375

981

4.03

2.749

15 15 30

gauri 50 lcher 50

HTA 54/33 - A4 - 300

VEDERE DE SUS DRAUFSICHT1:25 30 1.33 deha 2.5t 2 20 30 30 30 30 30 30 10 30 20 deha 2.5t 20 20 8 30 30 15 15 1.43 1.33 deha 2.5t 28 10 30 30

18

VEDERE DE SUS DRAUFSICHT30 1:25 30 30 30 30 30 20 30 10 38 125 6

deha 2.5t 20 30 Ps1 16848 6/15

HTA 54/33 - A4 - 300

14

HTA 54/33 - A4 - 300

gauri 50 lcher 50

1.20 30

80 1.20

80

80

1.28 1.20

30

20

20

20

70 981 4.03 3.049 15 70 1.479

deha 2.5t 779 4.51

deha 2.5t

PLAN ARMARE SCARA PREFABRICATA-RAMPA 1 BEWERUNGSPLAN FERTIGTEIL TREPPE - RAMPE 16 78 /15

2.863

90

12 1210 /10

6 5 0 8 /15

6

50

1:25

PLAN ARMARE SCARA PREFABRICATA-RAMPA 2 BEWERUNGSPLAN FERTIGTEIL TREPPE - RAMPE 21:25

14

508 6 7

1210 /10 11

38 6 4 78 /15

6 821

90

4

L =2

90

14c

m50

1210 /10 10

8 7 66 8 .05 8 /15

L =2

58c8

b

m68 /10 7

1210 /10 2

4 28

25

18 40 37 24 14

b

12 1210 L=170cm13 85 sus oben oben sus 7685

1

50

s us

obe

n

4 2 .00 1 8 /15

13 1210 /10

8 6 4

/15

1 4 2

2 1

13

11 1210 L=196cmunten jos 12161s us

8 98 /15 6 58obe n

1.20

18 6

1 1210 /10

10

13

14 38 /10

20

b-b

12

2014 38 /10

10

L =5

37

0

13jos

12

37c

m

unte

10

n

L =2

14

7

30c

s us

m

obe

n

10

8 98 /15

1.20

4 18

33

3 110 L=156cm 3 110 L=156cmunten jos 130

130 sus oben80

8c m =77 ten 0 L jos un 2 1 1 1 352s us obe n

25 33 218 /15 4

10 1210 /10 6 38 4 78 /15

13

1.10

49

unten 50 jos 163

5

10 12

L =1

13

30c

16

m

7 38 /1040

20

a-a

7 38 /10

20

146 jos unten218 /15 4

1 1210 /10

1.10

6 78 /15

6 58 /15

20

14 38 /10 6 58

20

90 1.10

1.10

1.10

10 1210 /10 4 218 /15

13 1210 /10

8 98 /15

9 98 /15

11 1210 /10

1.10

1.10

1 1210 /10

1.10

12 1210 /10

20

14 38 /10

Lungime totala [m] Marca Lung. [m] Buc. Gesamtlnge [m] Position Lnge [m] Stck BST500C 8 10 1 10 7.78 12 93.36 2 10 2.32 12 27.84 3 10 1.56 2 3.12 4 8 2.07 52 107.64 5 10 1.30 12 15.60 6 8 1.17 44 51.48 7 8 2.58 6 15.48 8 8 2.15 9 19.35 9 8 1.25 9 11.25 10 10 5.37 12 64.44 11 10 1.96 12 23.52 12 10 1.70 12 20.40 13 10 2.30 12 27.60 14 8 2.14 6 12.84 218.04 275.88 0.395 0.616

18 6 3 210

4 18 7 38 /10 6 78 /15

4 4 28 6 48

3

45

3.0

0

5 8 /1

obe

n

s us

12

0

0 2 1

L =2

32c

m

40

1.20

6 48 /15

4 218 /15

2 1210 /10

5 1210 /10

2 1210 /10

20

7 38 /10

2

15

deha 2.5t

20

deha 2.5t

20

30

14

30 1.20

80

14

80

14

1.67 1.85

1.95 1.603

1.95

10

20

18

18

a a

Revizia nr. Data Revision no. Date Verificator/Expert: Verifier/Expert:

Descriere Description Referat nr./Data: Report no./Date:

Beton / Beton : C40/50 - S3 - I52.R/0 - 16

PROIECTANT GENERAL / GENERAL DESIGNER: