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R01 Plan Cofraj Placa

The document appears to be a plan for a concrete slab at a elevation of +9.30m. It includes details of the slab construction including rebar sizes and spacing (2.A, 2.B, etc.), concrete cover minimums, concrete mix design requirements, rebar grades, and aggregate sizes. Dimensions are provided in millimeters. The concrete grade is specified as C30/37 and cement as CEM II/B-M 32.5 N-LH.

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Raluca Maria Buzea
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62 views1 page

R01 Plan Cofraj Placa

The document appears to be a plan for a concrete slab at a elevation of +9.30m. It includes details of the slab construction including rebar sizes and spacing (2.A, 2.B, etc.), concrete cover minimums, concrete mix design requirements, rebar grades, and aggregate sizes. Dimensions are provided in millimeters. The concrete grade is specified as C30/37 and cement as CEM II/B-M 32.5 N-LH.

Uploaded by

Raluca Maria Buzea
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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Plan cofraj placa cota +9.

30m
Scara 1:100

2.A 2.B 3.C 4.D 2.E 2.F


32.80

25 7.10 7.10 5.80 5.00 7.40 15 Clasa de expunere : XC1


Dozaj minim de ciment 360kg/mc;
50 6.60 50 6.60 50 5.30 50 4.50 50 1.40 25 5.35 30

+8.65

+8.65

+8.65
Raport A/C maxim 0,47;
Beton: C30/37 , CEM II/B-M 32,5 N-LH;
Otel: Bst 500S - clasa de ductilitate B;

15

15
Acoperirea minima cu beton: Cnom = 25 mm;

30

30
2.5 Gr-L - 30x65 Gr-L - 30x65 Gr-L - 30x65 Gr-L - 30x65 2.5
Agregat: Ømax = 16mm;

+9.30

+9.15

+9.30

+9.15

+9.30

+9.15
Smarginal Smarginal Smarginal Smarginal Smarginal

GT 25x30
50x30 50x30 50x30 50x30 50x30
GOL
+9.30 +9.30 +9.30 +9.30 +9.30 SCARĂ

+8.70 +9.15 +8.70 +9.15 +8.70 +9.15 +8.70 +9.15 +8.70 +9.15 Categoria de importanta "C"- Constructie de importanta
GOL
PRESURIZARE normala

GT 25x35
Clasa de importanta: III, conform STAS 10100/0 - 75
Riscul de incendiu : mic, conform P118 - 1999

GT 25x30
Gr-T - 30x60

Gr-T - 30x60

Gr-T - 30x60

Gr-T - 30x60

Gr-T - 30x60
Gradul de rezistenta la foc : II, conform P118 - 1999
6.20

6.20
6.65

6.65
GOL LIFT GOL LIFT
1 2

+9.15

+9.15

+9.15

+9.15
+9.30

+9.30

+9.30

+9.30
+8.65

+8.65

+8.65

+8.65
Smarginal
Scentral Scentral Scentral Scentral
50x60
80x60 80x60 80x60 80x60
60

60
2.4 Gr-L - 30x65 Gr-L - 30x65 Gr-L - 30x65 Gr-L - 30x65 Gr-L - 30x65 2.4
Smarginal
50x60
+9.30

+9.15 +8.70

+9.30 +9.30 +9.30 +9.30

+8.70 +9.15 +8.70 +9.15 +8.70 +9.15 +8.70 +9.15


6.65

6.05

6.05

6.65
GOL
SCARĂ
Gr-T - 30x60

Gr-T - 30x60

Gr-T - 30x60

Gr-T - 30x60

Gr-T - 30x60
cm m
5 30
=1 9.
hp ta +
GT 25x30 co
+9.15

+9.15

+9.15

+9.15

+9.15
+9.30

+9.30

+9.30

+9.30

+9.30
+8.65

+8.65

+8.65

+8.65

+8.65
Smarginal
25.95

Scentral Scentral Scentral Scentral

26.05
50x60
80x60 80x60 80x60 80x60
60

60
2.3 Gr-L - 30x65 Gr-L - 30x65 Gr-L - 30x65 Gr-L - 30x65 Gr-L - 30x65 2.3

Smarginal
50x60
+9.30 +9.30 +9.30 +9.30 +9.30 +9.30

+8.70 +9.15 +8.70 +9.15 +8.70 +9.15 +8.70 +9.15 +8.70 +9.15 +9.15 +8.70
Gr-T - 30x60

Gr-T - 30x60

Gr-T - 30x60

Gr-T - 30x60

Gr-T - 30x60

Gr-T - 30x60
4.50

3.90

3.90

4.50
+9.15

+9.15

+9.15

+9.15

+9.15
+9.30

+9.30

+9.30

+9.30

+9.30
+8.65

+8.65

+8.65

+8.65

+8.65
Smarginal
Scentral Scentral Scentral Scentral
50x60
80x60 80x60 80x60 80x60
60

60
2.2 Gr-L - 30x65 Gr-L - 30x65 Gr-L - 30x65 Gr-L - 30x65 Gr-L - 30x65 2.2

Smarginal
Gr-T - 30x60

Gr-T - 30x60

Gr-T - 30x60

Gr-T - 30x60

Gr-T - 30x60

Gr-T - 30x60
50x60

+9.30 +9.30 +9.30 +9.30 +9.30 +9.30

+8.70 +9.15 +8.70 +9.15 +8.70 +9.15 +8.70 +9.15 +8.70 +9.15 +9.15 +8.70
3.45

+9.30

+9.15
+8.65
6.65

6.65
6.10
20

GOL LIFT GOL LIFT


+9.15

+9.15

+9.15

+9.15
+9.30

+9.30

+9.30

+9.30
2.60

1 2
+8.65

+8.65

+8.65

+8.65
Smarginal Smarginal Smarginal Smarginal Scolt
70x50 70x50 70x50 70x50 30x50
20

50
2.1 Gr-L - 30x65 Gr-L - 30x65 Gr-L - 30x65 Gr-L - 30x65 Gr-L - 30x65 2.1

+9.30 +9.30 +9.30 +9.30 +9.30


1.35

1.25

1.45
GOL

1.20
+8.70 +9.15 +8.70 +9.15 +8.70 +9.15 +8.70 +9.15 +9.15 +8.70

20 4.40 20 2.25 30 6.80 30 5.50 30 4.70 30 7.10 30

10 7.10 7.10 5.80 5.00 7.40 15

32.65

2.A 2.B 3.C 4.D 2.E 2.F

Universitatea Tehnică din Cluj Napoca Număr


Facultatea de Construcții PROIECT DE DIPLOMĂ planșă

Nume Semn. Data

Buzea Plan armare superioara placa


Desenat cota +9.30 R03
Raluca-Maria Scara
S.l.dr.ing. 1:100
Verificat Stefan Marius Buru

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