Pl.Fundatii PT Layout - · PDF file# Zona seismica de calcul "C" # Perioada de colt Tc=0.7sec....

1.60

1.60

201.

2020

20 1.20 20

30 3.25 30 3.35 30

60 2.925 60 3.075 6015 15 175 125 15 15

15 15

45 3.75 45

15

30

15

1515

10 10

603.

0060

4.20

60

1515

1515

1515

302.

325

30

725

3.60

4.80

725

1515

15

10

725 875 1.925 80 80 1.925 875 725

8.65

725 3.60 3.60 725

2.17

52.

625

725

875

1.92

580

803.

125

875

725

2052

567

52.

325

6060

3.52

567

552

520

9.85

452.

515

6057

560

3.00

601.

575

602.

025

6060 2.925 60 3.05 60

20 525 675 2.325 60 60 2.325 675 525 20

15 15

1025 3.95 25

60125

175

30 3.25 30

125

303.

3030

4.50

30

30 3.25 30 3.325 30

175

60 2.925 60 3.05 52

F2-1.60x1.60 S2-40x40

F2-1.60x1.60

-3.15

F2-1.60x1.60 F2-1.60x1.60

-3.15-3.15-3.15

-2.35

-2.6

5

A

-1.9

5

-2.65

VAR.

-0.25

-2.65-2

.65

-2.35

-2.6

5-2

.65

-1.75

-2.35

-2.65

-1.25

-2.6

5

-2.40

-2.6

5

-2.6

5

1

-2.6

5

2

-1.75-1.75

-1.9

5

-1.9

5

3

-2.6

5

B

-0.25

-1.25

-0.25

-2.65

C

-2.6

5

-1.2

5

-2.65

1

-1.25 -1.25

F1-1.60x1.60S1-40x40

F1-1.60x1.60S1-40x40

F1-1.60x1.60S1-40x40

F2-1.60x1.60S2-40x40 S2-40x40F2-1.60x1.60

-3.15 -3.15 4

1

4

1

1

1

2

5

4

4

3

2

2

5

1

3

S3-40x40 S3-40x40

S4-30x30

S3-40x40

# Zona seismica de calcul "C"# Perioada de colt Tc=0.7sec.# ag=0.24g(conform P100-1/2006)

Acest document intra sub incidenta legii 8/1996 privind dreptul de autorP R O I E C T A R E S I E X E C U T I ECONSTRUCTII CIVILE, INDUSTRIALE, AGRICOLE SI HIDROTEHNICERETELE APA, CANALIZARE, GAZE, DRUMURI, PODURITARGOVISTE, CALEA DOMNEASCA, NR. 292, JUD. DAMBOVITAJ15/444/2003; CUI RO15500632; TEL:0245/220066; 0245/640570FAX:0245/220790; www.redisconstruct.ro; [email protected]

sef proiectproiectat

desenatverificat

ing.Ovidiu DAVID

ing. Mihai LAZAR

ing. Ovidiu DAVID

Data2008

arh. Adrian COSTESCU scara1:50

Denumire proiect: Locuinta D+P+MBeneficiar: PREDUT MARIUS

com. Razvad , sat Valea Voievozilor , pct. "Valea Sararestilor"jud. Dambovita

nr.plansaR-01-VV35

nr. pr. 35/2008

PLAN FUNDATIIFaza:P.T.+C.S.+D.E.

zid protectie 125

1 C.B. + 2 B.izol. verticala

25

Agr. Ø6/60/60L=0.35

zid protectie 125

1 C.B. + 2 B.izol. verticala

25

Agr. Ø6/60/60L=0.35

C16/20

C12/15

C16/20

C12/15

25

Agr. Ø6/60/60L=0.35

30

30

60

540

102.

0010

30

60

4575

60

60

540

102.

0010

540

2.05

10

30

60

540

10

40

40

-0.05

1.60

-1.25

20 40 40 40 2020 1.20 20

2040

4040

2020

1.20

201.

60

CTN=-0.75

-1.75

40 40 40

1040

5050

10

40

40-0.05

1.60

20 40 40 40 2020 1.20 20

2040

4040

2020

1.20

201.

60

-2.25

40 40 40

1040

4010

2.00

10

-2.65

-3.15

10

DETALIUL1:20

10

1111

-0.05

centura 4ø12

B100 cu #ø6/20balast

umpluturahidroizolatie

1C+2B

1DETALIUL1:20

14

15

16

9

17

dop bitum

12

CTAdop bitum

13 13

14

1

2

15

9

210

16

nisiptrotuar

17

3

4ø10

PC

52ø1

0/20

2525

2.15

2.15

PC

52

L=2.

40

L=2.

40ø1

0/20

B200-Bc15-C12/15

17

etr.ø8/20

centura 4ø12

-0.05

2ø10/20

hidroizolatie1C+2B

ø10/30

ø10/3016

4ø10

-2.65

OB37

etr.ø8/201.

1025

25

2020

OB37

5ø12

L=1.10

DETALIUL1:20

etr.ø8/20

nisiptrotuar

etr.ø10/20 2ø10/20

OB37

etr.ø12/20

L=1.

60

etr.ø10/20

etr.ø12/20

OB37

55

55

35

35

35

OB37

ø10/

20

55

35

B100-Bc7.5-C6/7.5

L=1.25

beton egalizare

55

L=1.25 B100-Bc7.5-C6/7.5beton egalizare

4ø10

5ø12

-2.10

-2.65

ø10/30

7575

25

PC52L=1.75

18

19

13

15

9

10

12

13 13

2

14

16

17

centura 4ø12


umplutura -0.05

2ø10/20

hidroizolatie1C+2B

ø10/30

DETALIUL1:20

etr.ø8/20

B100-Bc7.5-C6/7.5beton egalizare

4ø10

5ø12

-2.15

-2.65

7575

25

PC52L=1.75

C12/15

etr.ø8/2025

25

20 20

OB37

1.10

L=1.

60ø1

0/20

PC

52

35

25

25

25

PC

52

25-1.25

etr.ø8/2025

25

20 20

OB37L=1.10

etr.ø12/20

OB37

55

55

35

35

35

35

L=1.10

PC

52ø1

0/20

2525

2.15

2.15

PC

52

L=2.

40

L=2.

40ø1

0/20

OB37

etr.ø10/20

etr.ø12/20

OB37

55

55

35

35

80

80

35

35

L=1.25

L=1.25

18

35

35

19

ø10/20

13

5

ø10/30

7575

25

PC52L=1.75

etr.ø8/2025

35

L=1.25

L=1.25 B100-Bc7.5-C6/7.5

80

80

10

beton egalizare

10

1.10ø12/10

5ø12

-2.15

19

L=1.25

OB37

L=1.30

25

etr.ø10/20

PC52

L=1.25

20 20

OB37L=1.10

C12/15

CTA

19


umplutura

10

17

centura 4ø12

etr.ø8/20

C12/15

13 13

14

15

9

1216

4DETALIUL1:20

11

2020

20

20

ø14/251.10

1.10

PC52ø14/25

L=3.10

L=3.1

0

4

7

4

8

3 333

4 43 333

10etr.ø10/10 1035

35 35

OB37

3535 35

3535

17

17

-2.65

PC

52

OB37

17

17

OB37

etr.2ø8/10/15L=1.60

1010

1010

L=1.25

5 6

8ø18

L=2.

70P

C52

4ø20

L=2.

90P

C52

3

4

8ø18

60

PC

521.

50

60

4ø20

1.70

PC

52

L=2.

10

L=2.

30 3

4

60

PC

521.

50

60

4ø20

1.70

PC

52

8ø18

L=2.

10

L=2.

30

S1 - 40 x 40

etr.ø10/20

B100-Bc7.5-C6/7.5beton egalizare

43 strat separare

balast

umplutura

B100 cu #ø6/20PC52

A - A

PC52

AA

B75-Bc5-C4/5egalizare

4ø20

8ø18

F1 - 1.60 x 1.603buc.

1

2

2

80

80

80

80

10 10

1.10ø12/10 L=1.30 PC52

2020

20

20

ø14/251.10

1.10

PC52ø14/25

L=3.10

L=3.1

0

710etr.ø10/10 10

35

35 35

OB37

35

L=1.60

35 35

3535

17

17 17

17

OB37

etr.2ø8/10/15

1010

1010

L=1.25

65

8

55 56

56

6555 56

B B

F2 - 1.60 x 1.606buc.

S2 - 40 x 40

PC52

PC524ø20

8ø18strat separare

balast

umplutura

B100 cu #ø6/20

B75-Bc5-C4/5egalizare

B - B

ø10/

20

2525

2.15

2.15

PC

52

L=2.

40

L=2.

40

etr.ø12/20

ø10/

20

OB37

55

55

35

35

35

35

L=1.25

L=1.25

4ø10

5ø12

-0.05

2ø10/20

hidroizolatie1C+2B

ø10/30 18

19

13

MA

RCA

Ø

BUCATI LUNGIMI IN METRIPE Ø PENTRU TOATE BARELE

OB37 PC52Ø 6 Ø 8 Ø10 Ø10 Ø12 Ø14 Ø18 Ø20

1 12 216 1.30 280.802 14 90 3.10 279.003 18 72 2.10 151.24 20 36 2.30 82.85 18 48 2.70 129.66 20 24 2.90 69.67 10 183 1.60 292.808 8 366 1.25 457.59 8 219 1.10 240.910 12 253 1.25 316.311 10 70 1.60 11212 10 174 1.75 304.513 10 348 2.40 835.214 12 4 50 20015 10 1 480 48016 10 4 59 23617 12 5 59 29518 6 200 0.35 7019 10 253 1.25 316.3

LUNGIMI TOTALE PE Ø 70.00 699.0 293 2284.0 1093.0 279.0 281 153GREUTATI PE M.L. 0.222 0.395 0.617 0.617 0.888 1.208 1.990 2.470

GREUTATI TOTALE PE Ø 16.00 277.0 181.0 1410.0 971.0 338.0 560.0 378TOTAL KILOGRAME 474.0 3657.0

INTR

-UN

ELEM

ENT

IN T

OA

TEEL

EM.

A U

NEI

BARE

MATERIALE: BETON B75-C4/5B100-C6/7.5B200-C12/15B250-C16/20

OTEL OB37 , PC 52

Placa de la cota -0.05 se armeazacu plasa sudata ø6/20



desenatverificat

ing.Ovidiu DAVID

ing. Mihai LAZAR

ing. Ovidiu DAVID

Data2008

arh. Adrian COSTESCU



nr.plansaR-02-VV35

nr. pr. 35/2008

DETALII FUNDATII

scara1:20 Faza:

P.T.+C.S.+D.E.

1.20

9060

1.25

101.

251.

05

+2.65

-0.05 75

1.20

1.20

75

60

+6.30

1.20

1.20

75

+5.25

+4.00+3.90

1.20

75

Etr.ø

10/1

0Et

r.ø8/

10Et

r.ø10

/15

Etr.ø

8/15

Etr.ø

10/1

0Et

r.ø8/

10Et

r.ø10

/10

Etr.ø

8/10

Etr.ø

10/1

0Et

r.ø8/

10Et

r.ø10

/10

Etr.ø

8/10

2.60

8ø14

PC52

10

3 buc.Stalp3- 40 x 40

3 buc.

1 buc.

Stalp1- 40 x 40

Stalp4- 30 x 30

6

3.95

3.95

PC52

8ø14

3

L=4.

05

48ø18

L=4.

05

9

PC52

L=2.

70PC

52

53.

65L=

3.75

L=3.

753.

65

3.30

L=3.

30

Stalp2- 40 x 403 buc.

4ø20

4ø20

PC52

8ø18

PC52

PC52

4ø20

5.90

L=3.

90

5.45

L=3.

45

1

PC52

4ø20

8ø18

8ø18

7

8

4.05

2

4.05

PC52L=

4.15

L=4.

15

PC52

40

4040

40

30

40

40

40

40

30

30

30

6 55

S2 - 40X403 buc.

6

OB37

666

6

6

6

35

8

35

10

8

4

S1 - 40X403 buc.

5

12

2 2 12

12

2 2 12

101035

35

etr.ø10/10/15

35

L=2.00OB37

11

88

35 3513

13

13138 35

8

35

OB37L=1.40

etr.2ø8/10/15

12

7

87 8 8

1035

35

etr.ø10/10/15

35

L=2.00OB37

4 4 34

43 4 4 3

4

OB37

35

7

3

10

11

87

S3 - 40X403 buc.

8

8

1035

35

etr.ø10/10/15

35

L=2.00OB37

11

88

35 3513

13

13138 35

8

35

L=1.40etr.2ø8/10/15

88

35 3513

13

13138 35

8

35

L=1.40etr.2ø8/10/15

12

5

12

S4 - 30X301 buc.

17 5 175

25

9 9

9 999

9

9

1010 10101010

1010

25

25 25

1010

17517 5

1010

OB37L=0.90

etr.ø8/10/15

14

L=1.20OB37

etr.ø10/10/15

13



desenatverificat

ing.Ovidiu DAVID

ing. Mihai LAZAR

ing. Ovidiu DAVID

Data2008




nr. pr. 35/2008Faza:P.T.+C.S.+D.E.

PLAN ARMARESTALPI

1:50

MA

RC

A

Ø


OB37 PC52PC52Ø 8 Ø10 Ø14 Ø18 Ø20

1 20 12 4.05 48.62 18 24 4.05 97.23 20 12 3.90 46.84 18 24 3.45 82.85 20 12 3.75 45.06 18 24 3.75 90.07 20 12 4.15 49.88 18 24 4.15 99.69 14 8 3.30 26.4

10 14 8 2.70 21.611 10 425 2.00 850.012 8 850 1.40 1190.013 10 53 1.20 63.614 8 53 0.90 47.7

LUNGIMI TOTALE PE Ø 1238.00 914.0 48.0 370.0 191.0GREUTATI PE M.L. 0.395 0.617 1.210 1.998 2.45

GREUTATI TOTALE PE Ø 490.00 564.0 59.0 740.0 468.0TOTAL KILOGRAME 1054.0 1267.01267.0

INTR

‐UN

ELEM

ENT

IN T

OAT

EEL

EM.

A U

NEI

BA

RE

ARMARE STALPI nr.plansaR-03-VV35

scara1:501:20

MATERIALE : BETON C12/15 OTEL OB37 PC52

30 3.325 30

80

85

3092

525

3.32

525

1.90

30

3.925

7.25

20 3.60 125

1.32

53.

602.

175

15

30 3.325 30

85

2595

25

80

713

20

3092

525

3.32

525

1.90

30

3.925

7.25

13 27

20 3.60 125

1.32

53.

602.

175

15

40

2595

257

1320

13 2740

20

1.40

1.10

-0.05

-1.275

2 3

A

B

10

10

2.30

Ø10

/10

L=2.

50

4PC

52

C -

30x2

0

Ø10/10

10

gol scara subsol

2 3

A

BC

- 30

x20

C - 30x20

C -

30x2

0C

- 30

x20

C -

30x2

0C

- 30

x20

gol scara subsol

1010

Ø10/10

10

Ø8/

10

10

5.00

2

L=5.

20

PC52

Ø10/10PC523.90L=4.10

1

10

1

10 L=1.30

1L=

1.30

Ø10

/10

3

1010 L=1.30

10

GT1- 25x40

GT1 - 25x40

TOTAL KILOGRAME

MA

RC

A

Ø


OB37 PC52Ø 6 Ø 8 Ø 8 Ø10 Ø12

1 10 118 1.30 153.42 8 34 4.10 139.43 10 34 2.50 85.04 8 34 5.20 176.85 8 70.0LUNGIMI TOTALE PE Ø 70.0 317.0 239.0

GREUTATI PE M.L. 0.222 0.395 0.395 0.617 0.888GREUTATI TOTALE PE Ø 28.00 126.0 148.0

INTR

‐UN

ELEM

ENT

IN T

OAT

EEL

EM.

A U

NEI

BA

RE

Repartitie

28.0 274.0

CB- 25x30

GL4

- 25x

40

PLAN COFRAJ SIARMARE PLACAPESTE DEMISOL

1:50



desenatverificat

ing.Ovidiu DAVID

ing. Mihai LAZAR

ing. Ovidiu DAVID

Data2008






PLAN COFRAJ SIARMARE PLACA PESTE

DEMISOL nr.plansaR-04-VV35

scara1:50

13 27

1.15

6.00

1.50

13 2740

13 27

8.65

40

13 27

13 27

40

7.45

13 2740

40

40

125

3.60

4.80

125

90 125 3.60 3.60 1.375

253.

3525

4.55

25

13 1730

1327

1327 40

1327 40

1327

1327

40

1327 40

4013

2740

1327 40 40

253.

3525

1.92

525

2.37

525

90 25 3.35 25 3.35 25

90 25 3.35 25 3.35 25

+1.21

+2.65

GL1

- 25x

40A

B

C

1 2 3

GL1

- 25x

40

GT2 - 25x40 GT2 - 25x40

GT2 - 25x40 GT2 - 25x40

GT2- 25x40 GT2- 25x40

GT1- 25x40

GL1

- 25x

40

GL1

- 25x

40

GL4

- 25x

40G

L2- 2

5x40

GL3

- 25x

40



desenatverificat

ing.Ovidiu DAVID

ing. Mihai LAZAR

ing. Ovidiu DAVID

Data2008





scara1:50

PLAN COFRAJ PLACAPESTE PARTER nr.plansa

R-05-VV35


PLAN COFRAJ PLACAPESTE PARTER

1:50

1.15

253.

3525

1.92

525

2.37

525

85 85

1.15

8560

60

1.15

6.00

1.50

253.

3525

4.55

25

8585

8.65

7.45

125

3.60

4.80

125

90 125 3.60 3.60 1.375

85 25 85

85

85 85

85

85 25 85

90 25 3.35 25 3.35 25

85

85 85 25 85

85 25 8585

85

85

90 25 3.35 25 3.35 25

2590

6.00

1.25

25

Ø10

/10

L=1.

60

9

1010

1112

rep.Ø8/10sus si jos

13

1.95

1.95

1.95

1.95

7

L=2.20

L=2.20Ø12/10

6

L=2.20

82.

25L=

2.45

L=1.

30

Ø8/

108.

60L=

8.80

10

10

1

10

10

10

Ø10

/10

PC52

A10

Ø10

/10

L=1.

301

10

10

Ø10

/10

10

10

10

Ø10

/10

Ø10

/10

10

10

L=1.

00

B

C

1 2

L=1.

00

3

Ø10/10

Ø10/10 1

1010

1

10

10

L=1.

30Ø

10/1

0

10

10

PC52

10

3

L=8.50

Ø10/10

PC52

PC52

4.70

10 L=1.30 10

10

Ø10/10

Ø10/10

Ø8/10

L=2.15 2 Ø10/10

1010 10L=1.30

1

8.30

10

10

PC52

10

10

Ø8/10 5

L=7.60

PC5210

L=2.15 2

10L=1.301

10

Ø10/10

L=4.90

Ø8/107.40

4

1010

4 Ø10/10

10 10L=1.301

10 10

PC52

10

L=8.50

Ø10/10

8.30

10

10

PC52

10

Ø8/10 5

PC5210

L=2.15 24

1

1010

3

Ø10/10

PC52

PC5210 L=1.30 10

10

L=2.15 2

L=7.60Ø8/107.40

10 10L=1.301

10

Ø10/10

10 10L=1.301

10

10

10

10

10

Ø8/

103.

80PC

52L=

4.00

Ø8/

10PC

522.

85L=

3.05

Ø12/10

Ø12/10

MA

RC

A

Ø


OB37 PC52Ø6 Ø8 Ø8 Ø10 Ø12

1 10 200 1.30 2602 10 58 2.15 124.73 8 22 7.60 167.24 12 60 2.20 132.005 8 36 8.50 306.006 8 20 4.90 98.007 10 34 2.45 83.38 10 34 1.60 54.49 8 34 8.80 299.2

10 10 67 1.00 6711 8 34 4.00 136.0012 8 34 3.05 103.7013 8 170

LUNGIMI TOTALE PE Ø 170.0 1111.0 590.0 132.0GREUTATI PE M.L. 0.222 0.395 0.395 0.617 0.888

GREUTATI TOTALE PE Ø 68.00 439.0 365.0 118.0TOTAL KILOGRAME

INTR

‐UN

ELEM

ENT

IN T

OAT

EEL

EM.

A U

NEI

BA

RE

repartitie



desenatverificat

ing.Ovidiu DAVID

ing. Mihai LAZAR

ing. Ovidiu DAVID

Data2008





scara1:50

nr.plansaR-06-VV35

PLAN ARMARE PLACAPESTE PARTER


PLAN ARMARE PLACAPESTE PARTER

1:50

25

2713

40

25

25

25

2713

40

25

2713

40

25

2713

40

25

2713

40

25

2713

40

25

2713

40

2713

40

2713

40

25

25

2713

4027

1340

25

2713

40

25

2713

40

GT2-Sectiunea 3-3sc 1:20

5


1018 18

1819

GL3-Sectiunea 1-1sc 1:20

18

18 18

9

3535

1010

3535

10

20

20

20

etr.Ø8/10/20L=1.30OB37

20

etr.Ø8/10/20L=1.30OB37

10

20

35

20

20 2021

20

20

10

3535

10

20

20

etr.Ø8/10/20L=1.30OB37


35

10

20

20

5

etr.Ø8/10/20L=1.30OB37



14

9 9

9

10

3535

10

20

20

etr.Ø8/10/20L=1.30OB37


15

8 8 8

14

13

14

13


13

12 12

1414 14

10

3535

10

20

20

etr.Ø8/10/20L=1.30OB37

10

3535

10

20

20

etr.Ø8/10/20L=1.30OB37

15

15

10 10

13 13 13



11 11

10

11

10

3535

10

20

20

etr.Ø8/10/20L=1.30OB37

1513 13 13


9 9

10

3535

10

20

20

etr.Ø8/10/20L=1.30OB37

15

1414 14

10

3535

10

20

20

etr.Ø8/10/20L=1.30OB37

15

12

10

3535

10

20

20

etr.Ø8/10/20L=1.30OB37

5

6 6

1


6

5 5 5

4 4 4

5

7

7

7

3 3 3

5 5

1 1

1 1 1

10

3535

10

20

20

etr.Ø8/10/20L=1.30OB37

216

10

3535

10

20

20

etr.Ø8/10/20L=1.30OB37

16


17

16 16 16

16

40 1.10 925 1.10 40

3.125

40 1.10 925 1.10 40

30 30

40 3.125 40 4.325 40

30

401.501.3251.5040

30

40 1.10 925 1.10 40 401.109251.1040

30 30 30 30

40 3.125 40 3.125 40

30 2.20 40

301.82540

40 1.10 925 1.10 40

35

etrØ8/10 etrØ8/10etrØ8/20

35

13.90 PC52

3Ø16

1

GT1-25x403buc.

35 35

3.90 PC523Ø16

L=4.60

L=4.601

1

1.95 PC52

5.10 PC52L=6.10

3Ø12 3.00 PC52L=2.30

GL1-25x402buc.

3Ø16

35

etrØ8/20etrØ8/10 etrØ8/10

L=1.60

3Ø163Ø12

PC521.50 PC52

PC52

3Ø16

L=1.85

35


3Ø1612

3.90 PC523Ø1635 35

30L=4.90

35

3035

L=3.00

L=1.95

811

13

9

14

10

1

1

2

2

3

3

4

4

5

5

3.85 PC52

6

6

3.85 PC52L=4.55

L=4.55

3535

3Ø16

3Ø16

etrØ8/10

3535

GL3-25x401buc.

18

18

1

1

2.50 PC52

2.50 PC52L=3.20

3Ø16L=3.20

3535

3535

etrØ8/10

3Ø1620

20

1

1

35


35

3.90 PC523Ø16

L=1.603Ø123Ø12

L=1.60 35

L=1.851.50 PC52

1

L=1.85 3Ø16

PC5235

etrØ8/10 etrØ8/10etrØ8/20 etrØ8/10etrØ8/10 etrØ8/20

PC521.50 PC52

2

3

GT2-25x403buc.

2

63Ø16 3Ø16

2.60 PC52L=2.60

3.90 PC523Ø1635 35

30L=4.90

53.90 PC52

3Ø16 35L=4.9035

30

3

2

2

31

63

5

4

1 1

3

335 35

3.90 PC523Ø16

GL2-25x401buc.

L=4.6016

16

1

1

L=4.60

GL4-25x403buc.

1713

30

25

1020

40 2.50 40

3.30L = 3.60

3.30L = 3.60

2Ø14

22

22

23

232222

23

20

22

1010

20

25 25

etr.Ø8/10L=1.10OB37

20

201010

15 15

etr.Ø6/10L=0.90OB3724 25

22

3.30

15

15

15

L = 3.60 15

15

2Ø14PC52

2Ø16 15PC52

CENTURA BUIANDRUG25X30

sc.1:20

MATERIALE : BETON C12/15OTEL OB37

PC52

nr.plansaR-07-VV35

PLAN ARMARE GRINZI



desenatverificat

ing.Ovidiu DAVID

ing. Mihai LAZAR

ing. Ovidiu DAVID

Data2008





scara1:50

DENUMIRE

MA

RCA

Ø


OB37 PC52Ø 6 Ø 8 Ø12 Ø14 Ø16

GT1 1 16 6 18 4.60 82.802 8 27 81 1.30 105.3

GT2

3 16 6 18 1.85 33.34 16 3 9 2.60 23.45 16 6 18 4.90 88.26 12 6 18 1.60 28.807 8 54 162 1.30 210.6

GL1

8 16 3 6 1.85 11.19 16 3 6 3.00 1810 16 3 6 2.30 13.811 12 3 6 1.60 9.6012 12 3 6 1.95 11.7013 16 3 6 4.90 29.414 16 3 6 6.10 36.615 8 64 128 1.30 116.4

GL2 16 16 6 6 4.60 27.617 8 27 27 1.30 35.1

GL3 18 16 6 6 4.55 27.319 8 22 22 1.30 28.6

GL4 20 16 6 3.2021 8 19 1.30

C B

22 14 4 4 3.60 14.423 16 2 2 3.60 7.224 8 33 33 1.10 36.325 8 33 33 0.90 29.7

GREUTATI PE M.L. 50.1 14.40GREUTATI TOTALE PE Ø 0.222 0.395 0.888 1.210 1.579LUNGIMI TOTALE PE Ø 45.0 18.0

TOTAL KILOGRAME

INTR

-UN

ELEM

ENT

IN T

OA

TEEL

EM.

A U

NEI

BARE

1857

57.6074.10

456.30

721.0

687.0

272.0272.0 784.0

27

25

-1.275

1010

875

65 27 65

20

13

2.17

515

7 x 27 = 1,89

251.

9030

8520

85

13

13

16

13

5 x 27 = 1,35 142.13530

13

1010

10

30 1.325

3.60 125

13

- 0.05

- 2.15

- 1.275

- 1.275

1.30

13

-2.15

-2.75

5 x 27 = 1,35

40

15

713

25

-0.05

2.25

175

71314

1.22

5

202.

175

15

251.

9030

13

+2.65

+1.21

8 x 27 =2,16

13

13125 125

13

6 x 27 =1,6213

-0.05

5 25

2585

2025

1.30

1.14

+2.65

1.705

13

20 10 +1.21

13

20 3.60 125

125175

85

13

+1.21

-0.05

7 x 27 = 1,8930 1.705

2,26

7 x

18 =

1,2

6

45

15

45

15

14

var. (max 1.00) 25

713

+1.21

8 X 27 = 2,16

+2.65

8 x

18 =

1,4

4

50

15

50

15

1.257

1325 1.14

2.61

•

•

•

•

•

••

•

•

• •

• ••

•

8

••

60 Ø12/10 sus

6

7

60 L = 1.35 •

••

SCARA SUBSOLscara 1:20

25x40

Ø8/20sus si jos

2

2

40x4040x40

30x30

G

S

S

S32

B

25x40

11

C30 x 20

•• ••

L = 2.25

1

1.85 Ø 12/10

L =

2.60

2415 30

sus 60

sus 1.35

1.50 Ø 12/10

sus 60

3

rep sus si josØ8/20 L = 1.00• •

• ••

•

•

•

•

•

•

•• • •

• ••

•

42

5•

2.15 Ø 12/10

L = 3.95

4 Ø 12L = 1.00

C25 x 20

• •

1 - 1

•

•

••

• •

•

•

•

•

•••••

•• •••

••••

••

••

••

jos 2.15 Ø 12/10

Lmax 5.60

sus 2.20 Ø 12/10

Lmax 5.50

rep sus si josØ8/20

1.60 var1.80 var

5

2Ø8/10

1.501.75

60 L = 1.35

jos 60 Ø12/10

jossus

C30x20

6

C25 x 20

SECTIUNE 2 - 2scara 1:20

OB 37Marca Ø Lung.Buc.Ø 8 Ø 12

PC 52

LUNGIMI /Ø

TOTAL KGMASA /ØMASA /ml

1899 5.60

5.501.351.00

2.60

12121212

4.00

121212

1.00

23.4020.25

36.0024.3049.5050.40

35.55

8

499936

2.25

3.95

36.000.39515.0015.00

207.400.888185.00

185.00

12345678

EXTRAS DE ARMATURA

1 - 1

25x20

•

1.10 L = 2.10

Ø8/20sus si jos

SCARA PARTER1:20

C

perete subsol

2

S

1

2

1

OB 37 PC 52

TOTAL KGMASA /ØMASA /mlLUNGIMI /Ø

EXTRAS DE ARMATURALung.

unei bareMarca Ø Buc.Ø 8 Ø 12

2.00

2.25

1050

239.35

20.7027.0026.00

11.25

12121212

121212

30.00

0.395

5

5.205.402.302.20

10.50

18.90

8

12

9555

9555

2.10

20.00

512

2.00

12

2.8010.00

5.2014.00

6.00

50.00

50.000.888213.00

213.0020.00

26.00

99

1212

2.80 25.20

19.80

910111213

12345678

2.05

G

G

B

S

C

G

1 2 40x4040x40

30x30

25x20

25x40

25x40S

-0.0

5+2

.65

2.42 Ø12/20

L = 5.50

•

31.85 Ø12/10 L = 2.80

1

2

80

sus

601.35 Ø12/10 2.106

1.05

jos 60

•

•

••

••

•• • •

•

•

•

•

••

•

•

•••

•

• •

•• • • •

••••

•

•

•

••

••

• •

••

•

• •

C25 x 20

1.20 Ø12/10 2.00

65Ø12/20

sus 60

45

rep sus si jos

54

13Ø 8/20

2.05 Ø12/10 L = 2.80 jos 60

60

1.16 Ø12/20

L = 3.85

80 Ø

12/20

2.41 Ø12/20

L = 5.20

9

2 - 2

65

8

14

jos 60

1.55 Ø 12/10 L = 2.30sus 1.20

•

•

•• • ••••••

•

•

•

7

sus 60

13

••

•

•

••

jos 60

10

11

rep sus si jos Ø 8/20

14

50

2.75 Ø12/20

L = 5.40

• ••••• • • •

••

••

•

••

••

••

•

••

••

••

•

••

•

65

• •

C25 x 20

jos 125

1.40 sus Ø 12/10 L= 2.20

1.40 Ø 12/20 L = 2.25sussus 60

12

jos



desenatverificat ing. Mihai LAZAR

ing. Ovidiu DAVID

Data2008






PC52

PLAN ARMARE SCARIdes.Ioana SAFTA

scara1:20

nr.plansaR-08-VV35

1712

11 3.265 185 4.455

1.10

651.

985

+2.65

+3.90

+4.85

+6.30

pana12x16

pana12x16

capriori8x12/60

capriori8x12/60

capriori8x12/60

capriori8x12/60

capriori8x12/60

capriori8x12/60

capriori8x12/60

cosoroaba10x12

cosoroaba10x12

pana12x16

capriori8x12/60

capriori8x12/60

cosoroaba10x12 cosoroaba

10x12



desenatverificat ing. Mihai LAZAR

ing. Ovidiu DAVID

Data2008





ing. Ovidiu DAVID

scara1:50

nr.plansaR-09-VV35

PLAN SARPANTA

PLAN SARPANTA

MATERIALE : Lemn ecarisat

ATENTIE: Toate elementele vor fi ignifugatecu o solutie agrementata

71320

25

1 1

1

20

1

201010

15 15

etr.Ø6/10L=0.90OB372

401.

351.

201.

10

4.30

40 4.325 40 3.125 40

5.35

1.10

651.

985

5.354.30

+6.30

+5.20

+2.65

+4.00

+2.65

+3.90

+6.30

+4.85

40 3.125 14 26 1.85 30 2.175 40

C-25x20 C-25x20

S3-40x40S1-40x40 S2-40x40

S3-40x40S1-40x40

S2-40x40 S4-30x30

C-25x20C-25x20

ATENTIE: Pe coama se executa o grinda 25x40ce are aceleasi caracteristici cu GT2

PC5214Ø14

1 4ø14 , L=49m =>238Kg PC522 etr.ø6/10, L=0.9m ,420buc.=>84Kg OB37



desenatverificat

ing.Ovidiu DAVID

ing. Mihai LAZAR

ing. Ovidiu DAVID

Data2008





scara1:50


PC52PLAN ARMARE

TIMPANE nr.plansaR-10-VV35

15

3512

2.25

12÷1

414

8÷14

615

202.1

7

50

15 25 2.00 25 15

2.80 503.80

UMPLUTURA DE PAMANTSTABILIZAT 40% NISIP SI60% PAMANT LOCAL DINSAPATURA

PANA DE BETON

B 200

TENCUIALA IMPERMEABILACU MORTAR MARCA M100T 2cm

CAPAC SI RAMA DIN FONTASI BETON STAS

PROTECTIE HIDROIZOLATIECU M100T -5 cm

MORTAR PENTRU FIXAREATUBURILOR

HIDROIZOLATIE1p+1c+3b

ZIDARIE DE CARAMIDA12,5 cm

TUB PREFABRICAT

B 200

-4,32

C.T.N.

4.20

BETON DE EGALIZAREB75

CAPAC DIN LEMN

42

15

2.25

12:14

35

12:14

1.48:1

.462.2

535

12 5.2050 506.20

15 25 4.40 25

3030

30

15

TREPTE Ø20

TUB PREFABRICAT

B 200RACORD Dn200 mm

TENCUIALA IMPERMEABILACU MORTAR M100T-2cm

BETON EGALIZAREB75

ZIDARIE CARAMIDA125 cm

TUB DECURATIRE


UMPLUTURA DE PAMANTSTABILIZAT 40% NISIP SI60% PAMANT LOCAL DINSAPATURA

GURA DE VIZITAREPROTECTIE HIDRO-IZOLATIE CU M100T-

5 cm

B 200

+254,4722

3 C.N.T.±0,00

+256,59

-4,32

3

22

5.2015 25 4.40 25 15

40

40

1.00

1.00

2.80

1525

2.00

2515

1.25

1.2560

ZIDARIE CARAMIDA 12,5 cm

TUB DE CURATIRE

F.S.I. (-1,90)Ø200


10

10

1:2

1:2

1:21:2

C.T

.N.

C.T.N. C.T.N.

C.T

.N.

2.15 50 5.20 50 2.152.1

550

2.80

502.1

5

-4,32

-4,3

2

MATERIALE:

- BETON: C12/15 (B200) C4/5 (B75)- OTEL: OB 37 PC 52

PLAN SAPATURABAZIN VIDANJABIL

15 MC nr.plansaR-11-VV35



desenatverificat

ing.Ovidiu DAVID

ing. Mihai LAZAR

ing. Ovidiu DAVID

Data2008





2535

10

2.12

10

-4,20

-1,73

-1,48

20 34 agrafe Ø6 /m

L= 0.30

235

1

Ø

10/1

5 L

=2,4

5 P

C52

-3,85

235

2

Ø

10/1

5 L

=2,4

5

P

C52

25

CENTURA C1 25x25

B 200

MUSTATI DERADIER

4 REPART2 Ø8 / 20

ROST TURNARE

Nr bareasem. OB37 PC52

Lungimi in metri pe diametre pentru barele dintoate elementele

Den

umire

ele

m.

Mar

ca

Dia

met

rul

Intr-

unel

em

In to

ate

elem

Lung

imi i

nm

etri

a un

eiba

re

Ø6 Ø8 Ø10 Ø12 Ø20

1 8 60 60 0.90 54.002 8 23 23 2.70 62.103 8 23 23 2.60 59.804 8 18 18 1.55 27.905 12 4 4 2.45 9.806 12 4 4 1.70 6.807 12

al

88.088 6 75 75 0.90 67.509 6 Reo. sus jos 69.6010 12 2 2 3.40 6.8011 20 11 11 1.70 18.70

PLA

NSE

U

Total lungimi /Ø 137.10 203.80 91.48 18.70Total /m 0.222 0.395 0.617 0.888 2.470Masa /Ø 30.43 80.50 81.23 46.18Masa totala kg 31.00 208.00

1 8 15 15 7.15 107.252 8 15 15 6.25 93.753 10 31 31 4.95 153.454 10 31 31 4.05 125.55R

adie

r

Total lungimi /Ø 201.00 279.00Total /m 0.222 0.395 0.617 0.888 2.470Masa /Ø 79.39 172.14Masa totala kg 252.00

1 10 98 98 2.45 254.802 10 98 98 2.60 254.803 6 120 120 0.30 36.004 8 Glob 68.08Pe

reti

Total lungimi /Ø 36.00 68.08 509.60Total /m 0.222 0.395 0.617 0.888 2.470Masa /Ø 7.99 26.89 314.42Masa totala kg 8.00 342.00

Globa l

12

5050

252.0

025

4040

1.00

1.00

20

12

12

4.40 25

50 10 5

888

8 8

linie

de

coam

a

C1

25 x

25

C1

25 x

25

C125 x 25

C125 x 25

C125 x 25

-1,4

8-1

,48

-1,4

8-1

,48

-1,4

6

REP

. SU

S4

Ø 6

/m

9 REP. SUS4 Ø 6/m

6 2

x2Ø

12L=

1,70

5 2x2Ø12L=2,45

9 REP. SUS4 Ø 6/m

-146÷ -148

-146 ÷ -148

-1,46÷ 1,48

-1,46 ÷ 1,48

hp = 12÷14

1 5Ø

10 L

=0,9

0P

C52

1 5Ø

10 L

=0,9

0P

C52

2 5Ø

10 L

=2,7

0 P

C52

3 5

Ø10

L=2

,60

PC

52

8

5Ø10

L=1

,55

P

C52

5Ø10

L=1

,55

P

C52

1 5Ø10 L=0,90PC52

1450

12

1225

11C1

25 x 25

C125 x 25

C1

25 x

25

r = 0

.40 25

12÷1

413

÷11 25

20

20

40 40

20

35

50

50

8ETR Ø6/20

L=0,90

11TREPTE Ø20

L=1,704Ø12 7

3525

35

25

25

35

25

35

2.43

rost turnare

rost turnare

rost

turn

are

rost

turn

are

1

-3,85-3,85

11

-3,8

5-3

,85

1

hradier = 35 cm

3 Ø

10/

15 L

=4,9

5

75

10

29 18

75

75

29

10

2.43

3 Ø

10/

15 L

=4,0

5

75

18751010

10

18 75

10

7510

1875

10

29

483

4831 Ø 8/15 L=7,47

2 Ø 8/15 L=6,35

MATERIALE:

- BETON: C12/15 (B200) C4/5 (B75)- OTEL: OB 37 PC 52



desenatverificat

ing.Ovidiu DAVID

ing. Mihai LAZAR

ing. Ovidiu DAVID

Data2008





PLAN COFRAJ SIARMARE

BAZIN VIDANJABIL15 MC

nr.plansaR-12-VV35

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