r-c4-1-g4

Beton : C20/25 ;Otel : PC 52; Scara

Sef proiect

Revizia nr.

Proiectat

Faza:

S.C. ALFA PROIECT & CONSULTING S.R.L.

Verificat Referat de verificare nr. ......... / 2014

Verificat

Tel:031/4172415 Mobil:0727/753763Sos. Colentina,Nr.26,Bl.64,Sc.B2,Et.6

C.U.I.18135280;R.C.J40/19291/2005

40 /2/ 2012Proiect nr.

Ing. Bogdan Guleac Cerinta: A1,A2

Adresa : strada Tabla Butii, nr. 5, sat Gheaba, comuna Maneciu, Judet PRAHOVA

Consolidare, extinderere si supraetajare corp C4

Ing. Macinic Florin

1:50

Expert Raport de expertiza nr. ......... / 2013Ing. Bogdan Guleac

Desenat

Ing. Macinic Florin

Ing. Mihnea Costache

PLAN COFRAJ SI ARMARE GRINZI CORP C4-1. SECTIUNI

+6.25

+5.80

????

115

????

113

Sectiune 1-1Scara 1:20

25

45

3114

????

110+6.25

var.

????

116

????

114

Sectiune 3-3Scara 1:20

25

????

111

var

var

14

var.

200 etr. var. ?8/10,Lmed=2.45m, PC52

+6.25

+5.80

????

116

????

113

Sectiune 2-2Scara 1:20

25

????

111

45

3114

+6.25

var.

????

117

????

114

Sectiune 4-4Scara 1:20

25

????

112

var

var

14

????

122????

124

????

115

????

113

Sectiune 1-1Scara 1:20

25

45

3114

????

110

var.

????

116

????

114

Sectiune 3-3Scara 1:20

25

????

126

var

var

14

200 etr. var. ?8/10,Lmed=2.45m, PC52

????

116

????

113

Sectiune 2-2Scara 1:20

25

????

125

45

3114

var.

????

117

????

114

Sectiune 4-4Scara 1:20

25

????

112

var

var

14

????

122????

124

+3.40

+2.95

+3.40

+2.95

+3.40 +3.40

39

1 etr.?10/10/20,L=1.45m, PC52

10

10

19

39

1 etr.?10/10/20,L=1.45m, PC52

10

10

19

10

10

19

var.

10

10

19

R=5d

DETALII FASONARE ARMATURILONGITUDINALE

scara 1:5

DETALII FASONARE ARMATURITRANSVERSALE

scara 1:5

R=4dbl

10d

d

AA1 A3 B1 B2B

8585

15 190 44

15 189

50 21.03 45 20 190 15 50 15 190 15 50

45

45 45

PLAN COFRAJ SI ARMARE GRINZI AX 1Scara 1:50

190

+3.40

+6.25

179 40 142.75 25 130.75 50 122.5 25 246.5 50 256 50 252.5 25 220.5 50

25 15 154 25 15 298.5 25 132.5 25 25 394 8.5 25 16.5 256 25 25 498 25 2520 195 500 440 310 555.5 17.5

2038

40 154 40 50 394 50 256 50 498 50

25 15 154 25 15 456 25 25 394 8.52516.5 256 25 25 498 25 2520 195 500 440 310 555.5 17.5

2038

AA1 A3 B1 B2B

21 45 19021 4915 15 190 18

45

190

45 44 45

858585

385110

40

1?14, L=4.40 m, PC52

15

1?14, L=11.55 m, PC52111

1125 1515 220

112

40

1?14, L=2.75 m, PC52

15

1140114

40

2?16, L=11.80 m, PC52970

113

40

2?16, L=10.10 m, PC5280

733

60 602?16, L=8.53 m, PC52115793

60 602?16, L=9.13 m, PC52116

590

60 60

2?16, L=7.10 m, PC52117

385110

40

1?14, L=4.40 m, PC52

15

1?18, L=3.70 m, PC52125

340 1515 220

112

40

1?14, L=2.75 m, PC52

15

1140114

40

2?16, L=11.80 m, PC52970

113

40

2?16, L=10.10 m, PC5280

2?14, L=6.90 m, PC52126

660 1515

etr. ????1015buc.

1

2?16, L=2.80m, PC52118

15

40 154 40 456 50 394 50 256 50 498 50etr. ????10

46buc.1 etr. ????10

39buc.1 etr. ????10

26buc.1 etr. ????10

50buc.1

50

123

9

5

10

60

30

60

105555

R100

R100 R100

239 171206

91

50 50

66

5

5

91

5050

66

4 123

9

50

2?14,L=5.67m, PC52122 2?14,L=4.38m, PC52123 2?14,L=5.07m, PC52124

etr. ????1015buc.

1 etr. ????1039buc.

1 etr. ????1026buc.

1 etr. ????1050buc.

1

733

60 602?16, L=8.53 m, PC52115793

60 602?16, L=9.13 m, PC52116

59060 6

0

2?16, L=7.10 m, PC52117

etr. ????1046buc.

1

603020 204020

etr. var.????1010buc.

200etr. var.????106buc.

200etr. var.????107buc.

200etr. var.????107buc.

200

etr. var.????1010buc.

200etr. var.????106buc.

200etr. var.????107buc.

200etr. var.????107buc.

200

2?14,L=0.70m,PC52

119 2?14,L=0.80m,PC52

120 2?14,L=1.00m,PC52

121

36 36 33

85

36 36 33

1

1

2

2

3

3

4

4

1

1

2

2

3

3

4

4

a

a

2???L=0.40

a

2???L=0.40

a

+3.40

+6.25

PLAN COFRAJ SI ARMARE GRINZI AX 1aScara 1:50

25 25 133 11 25 457 25 25

20 195 500 25740

AA1 A3

25 25 133 11 25 457 25 25

20 195 500 25740

AA1 A3

50 134 50 50

50 133 50 50

733 40

2?16, L=8.13 m, PC52107

40

733 40

1?18, L=8.13 m, PC52108

40

733

60 60

2?16, L=8.53 m, PC52109

246

etr. ????2011buc.

1

105

etr. ????1013buc.

1

105

247etr. ????10

11buc.1 etr. ????20

11buc.1

105etr. ????10

13buc.1

105etr. ????10

11buc.1

1

1

1

1

735 40

2?14, L=8.15 m, PC52103

735

40 402?14, L=8.15 m, PC52

40

105

735 40

1?12, L=8.15 m, PC52104

40

735

40 401?12, L=8.15 m, PC52106

73520 20

4?12, L=7.75 m, PC52101

20 20

2??, L=7.75 m, PC52102

etr. ???1011buc.

3 etr. ???204buc.

3 etr. ???1011buc.

3etr. ???1011buc.

3

etr. ????206buc.

1 etr. ????206buc.

1

a

a

2???L=0.40

a

2???L=0.40

a

ab

DETALIU ANCORARESPECIALA GRINZI

scara 1:5

d

>12

d

?

?

?

?

?

?

>2.5dEtrieri dupa armaturalongitudinala a stalpului

Armaturi pentruancorare speciala

a

3.5

Ing. Macinic Florin

+6.25

+5.80

????

????

Sectiune 1-1Scara 1:20

25

????

7

9

????

????

???

10

10

19

+6.25

+5.80

????

????

Sectiune 1-1Scara 1:20

25

????

10

10

19

35

75etr.?8/10, Lvar.=2.45m, PC52

8 8

35

75

Etrier variabil consola stalp

45

8

8

45

etr.?8/10, L=1.80m, PC52

35

35

3030

65

84

R10046

Etrier vertical consola stalp

3?16, L=####m, PC52

DETALII ARMARE CONSOLA STALP

456

456

313.5 25

2?16, L=2.80m, PC52118

10

60

30

60

105555

6045

14

14

A2

532.5

122.5 25 255 25 272.5 25 277.5 25 245.5

25 132.5

Plan nr. R-C4-1-G4Data: 09.2014

Beneficiar : Consiliul Local Maneciu prin administrator Liceul Tehnologic Maneciu

1.Conform legii constructorul este obligat sa anunte proiectantul in legatura cu orice necorcondanta dupa verificarea cu atentie a planurilor de executie;

2. RTE-ul va intocmi proceduri tehnice de executie pentru fiecare etapa de realizare a lucrarilorde executie si consolidare; 3. Barele de armatura se vor fasona la fata locului dupa masurarea in prealabil a dimensiunilor siadaptarea la situatia reala din teren; 4. Pe toata durata de executie a lucrarilor se vor respecta toate NORMELE DE PROTECTIE AMUNCII.

Nota: a)produsele din otel vor respecta specificatiile din STAS 438-1/2012 SI ST 009-2011; b)Pentru executarea lucrarilor de beton armat se va utila caietul de sarcini aferent proiectului sispecificatiile din NE012/2 NORMATIV PENTRU PRODUCEREA BETONULUI SI EXECUTAREA????????????????????????????????????????????????????????

?????????????????????????????????????????

c) Cantitatile de lucrari se vor deconta pe baza masuratorilor reale ;