Plan Fundati Hala Metalica [PDF]

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PLAN FUNDATII Scara 1:50

A

B

15700 14400

Grinda fundare GF11 30x60 cm

2700

300

100

1

Montant M1 TP100x100x5 mm

9000

2700

-1.45

Fundatie F1 1300x1300mm

Fundatie F2 1300x1300mm

Fundatie F2 1300x1300mm

2350

Fundatie F1 1300x1300mm

1300

Stalp S2 HEA220

Fundatie F2 1300x1300mm

4000

2700

Stalp S2 HEA220

11000

Grinda fundare GFA 30x50 cm

Plase sudate 2*SPPB I8/150/150mm

Grinda fundare GFB 30x50 cm

-1.45

2700

4000

-1.45

Fundatie F2 1300x1300mm

9

1300

-0.25

1300

9

10

1300

Stalp S2 HEA220

11

1300

800

-1.45

Stalp S1 HEA220

4000

Fundatie F3 800x1000mm

300

1

Fundatie F3 800x1000mm

1300

2350

4000

3850

1000

-1.45

500

1300

Montant M1 TP100x100x5 mm -1.45

10

100

300

11

250

Grinda fundare GF11 30x60 cm

Stalp S1 HEA220

3400

1000

1

3850

1

1300

650

250

650

-1.45

-1.45

3400

1000

3850

1000 Plase sudate 2*SPPB I8/150/150mm

300

600

1

10

32

1.03

32.96

2

10

178

1.23

218.94

3

10

32

2.79

89.28

4

10

48

2.79

5

8

600

0.90

400

1300

Φ8

Φ10

133.92 540.00

540.00

Total lungimi pe diametre (m)

540.00

1015.10

Greutate pe metru liniar (kg/m)

0.395

0.617

Greutate pe diametre (kg)

213.30

626.32

839.62

Placa de pardoseala se va arma cu doua plase sudate I8/150/150 mm. Plasele sudate se vor suprapune pe ambele directii cate 20 cm. Cantitatea aproximativa plasa sudata necesara: 1450mp*5.37 kg/mp = 7786.5 kg

Fundatie F2 1300x1300mm

7

1300

-0.25

-1.45

A unei bare

TOTAL GREUTATE (kg)

7000

Fundatie F2 1300x1300mm

1300

Diametru

4000

3850

Grinda fundare GFA 30x50 cm

2700

4000

Stalp S2 HEA220

7

Stalp S2 HEA220

600 1300

Marca

-1.45

2700

300

8

Lungimi in ml

Numarul de bare

-1.45

Grinda fundare GFB 30x50 cm

400

EXTRAS DE ARMATURA FUNDATII F3 SI F4

1300 -1.45

2

-1.45

Grinda fundare GF8 30x60 cm

Fundatie F2 1300x1300mm

2

1000

Grinda fundare GF8 30x60 cm

2

Fundatie F4 1000x1000mm

2

Fundatie F4 1000x1000mm

1300

8

Fundatie F2 1300x1300mm

350 300 350

Stalp S2 HEA220

4000

2700

2700

4000

Stalp S2 HEA220

-1.45

200 -0.85

8I10, BST500S

4000

2 7I10, BST500S

-1.45 100

2700

3I14, BST500S 2 2x2I10, BST500S

Fundatie F2 1300x1300mm

Fundatie F2 1300x1300mm

300

300

1300

200 600

Stalp S2 HEA220

3400

1000

3850

1000

-0.85

300

600

400

1300

2x2I10, 2 BST500S 8I10, BST500S 7I10, 2 BST500S 15

100

4000

2700

2700

113

3I14, BST500S

-1.45 4000

23

113

4

1300

3850

15

4000

2700

Grinda fundare GFB 30x50 cm

Fundatie F2 1300x1300mm

-1.45

600

(vezi armare grinzi fundare) 3I14, BST500S

2I10, 2 BST500S

-1.45

2

-1.45

Sectiunea 2-2 scara 1:20

-0.05

600

400

Grinda fundare GF4 30x60 cm

Placa pardoseala beton C16/20 armat cu 2 plase sudate SPPB I8/150/150mm Folie PVC Strat piatra sparta 0-63 mm compactata - 20 cm Strat balast - 20 cm Pamant compactat

1200

2

2

Fundatie F4 1000x1000mm

2

-1.45

350 300 350

Grinda fundare GF4 30x60 cm 1000

Fundatie F2 1300x1300mm

1300

4

Stalp S2 HEA220

Fundatie F4 1000x1000mm

1 8I10,BST500S, L=1.03 m 73

-1.45

Grinda fundare GFA 30x50 cm

2700

4000

Stalp S2 HEA220

5

1300

7000

1300

Plase sudate 2*SPPB I8/150/150mm

-1.45

15

800

-0.25

5

-1.55

500

15

3 8I10,BST500S, L=2.79 m

15

Stalp S2 HEA220

113

Fundatie F2 1300x1300mm

2I10, BST500S

113

2

-1.45

1200

-1.45

23

6 600

1300

40600

Grinda fundare GF6 30x60 cm

-0.05

600

2

3I14, BST500S (vezi armare grinzi fundare)

2700

4000

Placa pardoseala beton C16/20 armat cu 2 plase sudate SPPB I8/150/150mm Folie PVC Strat piatra sparta 0-63 mm compactata - 20 cm Strat balast - 20 cm Pamant compactat

Stalp S2 HEA220

2

-1.45

2

-1.45

350 300 350

1000

Grinda fundare GF6 30x60 cm

Fundatie F4 1000x1000mm

2

Fundatie F4 1000x1000mm

Fundatie F2 1300x1300mm

1300

6

40600

Stalp S2 HEA220

Sectiunea 1-1 scara 1:20

4000

2700

2700

4000

Stalp S2 HEA220

-1.55

350

300

15

4 8I10,BST500S, L=2.79 m

350

-1.45

4000

2700

Grinda fundare GFB 30x50 cm

Fundatie F2 1300x1300mm

Fundatie F2 1300x1300mm

-1.45

2

-1.45

650

3850

-1.45

1000

3400

1300 3850

300

250 1000

100

500

Montant M1 TP100x100x5 mm

300

800

500

800

-1.45

1

1300

1

Stalp S1 HEA220

-1.45

Grinda fundare GF1 30x60 cm

300

250

300

1

Montant M1 TP100x100x5 mm

100

1300

1

-1.45

Fundatie F1 1300x1300mm

Fundatie F3 800x1000mm 1

Fundatie F3 800x1000mm

1300

14400

650

15700

A

Materiale folosite Beton -C20/25 (fundatii) -C8/10 (egalizare) -C16/20 (placa pardoseala) Otel beton-BST500S,OB37 (armatura) Otel-S235 (suprastructura) Stratul de acoperire cu beton 3.50 cm

4000

2350

2350

4000

Stalp S2 HEA220

Fundatie F1 1300x1300mm

15

Clasa de importanta: III Categoria de importanta: C 1300

-0.25

1300

2

11000

Grinda fundare GFA 30x50 cm

2700

4000

Stalp S2 HEA220

NOTE: -Toate cotele se vor masura fata de cota +/-0,00 ce reprezinta cota pardoselii finite a parterului. -Presiunea conventionala considerata la dimensionarea fundatiilor este de 130kPa. -Fundatia se va incastra minim 20cm in terenul bun de fundare. -Adancimea de inghet in zona amplasamentului este conform STAS 6054/1977-80cm. -Se vor respecta toate masurile prevazute in normativul P7/2000 pentru teren macroporic,sensibil la umezire. Zona seismica:Tc=0.7s, ag=0.20g. !!! Se va trece la executia lucrarilor numai dupa obtinerea avizelor, acordurilor si autorizatiei de construire legale.

Stalp S2 HEA220

Plase sudate 2*SPPB I8/150/150mm

20

20 20 capra I8/1.00/1.00 m 5 L=0.90m 600 bucati

3

1300 -1.45

2 8I10,BST500S, L=1.23 m 93

15

Fundatie F2 1300x1300mm

1300

3

Fundatie F2 1300x1300mm

15

Stalp S2 HEA220

15

1000

B

Stalp S1 HEA220

1

R01.PLAN FUNDATII Scara 1:50