9. armare superioara planseu a0
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G.L. 30x65 cm G.L. 30x65 cm
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G.L. 30x65 cm G.L. 30x65 cm G.L. 30x65 cm G.L. 30x65 cm
G.L. 30x65 cm G.L. 30x65 cm G.L. 30x65 cm
G.L. 30x65 cm G.L. 30x65 cm
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G.L. 30x65 cm
S260x60 cm
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G.L. 30x65 cm
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G.T
. 30x
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25 252525
repartitieGOL ASCENSOR
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repartitie
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S170x 70 cm
S170x 70 cm
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1010
GOL SCARA
Se citeste impreunacu plan cofraj
si armare scara
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S260x60 cm
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G.T
. 30x
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G.L. 30x65 cm
2Ø12
L=
5.65
m
2Ø12
L=
5.65
m
repa
rtitie
repa
rtitie
2Ø12
BST
500
L= 6
.05
m
2Ø12 BTS500 L= 5.35 m48
49
4747
Armare superioara planseu curentScara 1:50
1010
10
10
2945
ø10/
16 B
ST50
0 L=
3.00
m
3024
ø10/
20 B
ST50
0 L=
2.90
m
319ø
10/2
0 BS
T500
L=2
.70m
2748
ø10/
15 B
ST50
0 L=
3.50
m
3245
ø10/
16 B
ST50
0 L=
3.53
m
2752
ø10/
14 B
ST50
0 L=
3.50
m
2748
ø10/
15 B
ST50
0 L=
3.50
m
23 37ø10/19 BST500 L=3.30m
21 37ø8/15 BST500 L=3.00m
22 32ø8/16 BST500 L=2.90m
2843
ø10/
17 B
ST50
0 L=
3.40
m
23 39ø10/18 BST500 L=3.30m
21 35ø8/16 BST500 L=3.00m21 40ø8/14 BST500 L=3.00m
3024
ø10/
20 B
ST50
0 L=
2.90
m
2748
ø10/
15 B
ST50
0 L=
3.50
m
23 39ø10/18 BST500 L=3.30m
25 12ø8/15 BST500 L=2.85m
35 25ø8/15 BST500 L=1.68m
2945
ø10/
16 B
ST50
0 L=
3.00
m
38 46ø8/15 BST500 L=3.10m
3630
ø8/1
5 BS
T500
L=2
.73m
3348
ø8/1
5 BS
T500
L=1
.63m
3348
ø8/1
5 BS
T500
L=1
.63m
24 36ø8/15 BST500 L=2.80m
38 46ø8/15 BST500 L=3.10m
38 46ø8/15 BST500 L=3.10m
24 36ø8/15 BST500 L=2.80m
3348
ø8/1
5 BS
T500
L=1
.63m
3432
ø8/1
5 BS
T500
L=1
.73m
3432
ø8/1
5 BS
T500
L=1
.73m
21 40ø8/14 BST500 L=3.00m
22 32ø8/16 BST500 L=2.90m
319ø
10/2
0 BS
T500
L=2
.70m
31 33ø10/15 BST500 L=2.70m
31 33ø10/15 BST500 L=2.70m
2748
ø10/
15 B
ST50
0 L=
3.50
m
3348
ø8/1
5 BS
T500
L=1
.63m
38 46ø8/15 BST500 L=3.10m
3432
ø8/1
5 BS
T500
L=1
.73m
22 40ø8/14 BST500 L=2.90m
23 37ø10/19 BST500 L=3.30m
2624
ø10/
20 B
ST50
0 L=
2.80
m
2845
ø10/
16 B
ST50
0 L=
3.40
m
3630
ø8/1
5 BS
T500
L=2
.73m
319ø
10/2
0 BS
T500
L=2
.70m
319ø
10/2
0 BS
T500
L=2
.70m
3115
ø10/
19 B
ST50
0 L=
2.70
m
416ø
10/2
0 BS
T500
L=1
.58m
4432
ø8/1
5 BS
T500
L=1
.73m
46 30ø8/17 BST500 L=3.48m 46 30ø8/17 BST500 L=3.48m
40 8ø8/20
40 7ø8/20
40 9ø8/20
40 9ø8/20
40 7ø8/20
40 8ø8/2040 5ø8/20
40 8ø8/20
40 7ø8/20
40 9ø8/20
409ø
8/20
406ø
8/20
407ø
8/20
40 9ø8/20
40 7ø8/20
40 7ø8/20
40 6ø8/20
40 9ø8/2040 6ø8/20
40 9ø8/20
406ø
8/20
407ø
8/20
406ø
8/20
40 6ø8/20
409ø
8/20
40 6ø8/20
40 7ø8/20
407ø
8/20
406ø
8/20
40 9ø8/20
405ø
8/20
40 6ø8/20
40 6ø8/20
405ø
8/20
406ø
8/20
406ø
8/20
40 9ø8/20
407ø
8/20
407ø
8/20
406ø
8/20
40 7ø8/20
406ø
8/20
407ø
8/20
407ø
8/20
407ø
8/20
407ø
8/20
407ø
8/20
407ø
8/20
407ø
8/20
407ø
8/20
40 6ø8/20
40 9ø8/20
40 8ø8/20
40 9ø8/20
40 6ø8/20
40 5ø8/20
406ø
8/20
407ø
8/20
40 8ø8/20
407ø
8/20
406ø
8/20
40 9ø8/20
407ø
8/20
406ø
8/20
407ø
8/20
409ø
8/20
406ø
8/20
40 9ø8/20
40 6ø8/20
40 7ø8/20
407ø
8/20
40 6ø8/20
406ø
8/20
406ø
8/20
407ø
8/20
408ø
8/20
406ø
8/20
406ø
8/20
406ø
8/20
406ø
8/20
409ø
8/20
405ø
8/20
40 6ø8/20
406ø
8/20
407ø
8/20
406ø
8/20
40 7ø8/20
406ø
8/20
4311
ø10/
19 B
ST50
0 L=
1.83
m
426ø
10/2
0 BS
T500
L=1
.59m
40 6ø8/20
406ø
8/20
24 36ø8/15 BST500 L=2.80m
24 36ø8/15 BST500 L=2.80m
21 40ø8/14 BST500 L=3.00m21 35ø8/16 BST500 L=3.00m
2624
ø10/
20 B
ST50
0 L=
2.80
m
39 36ø10/15 BST500 L=2.70m
31 35ø10/15 BST500 L=2.70m
1.10
605.
2060
6.60
605.
2060
4.80
606.
6060
5.20
601.
10
1.40
5.80
7.20
5.80
5.40
7.20
5.80
1.40
33.00
40.0
0
1.10 60 3.40 1.10 60 6.85 60 4.50 60 6.85 60 1.10 3.40 60 1.10
1.40 5.10 7.45 5.10 7.45 5.10 1.40
1.10
605.
2060
6.60
605.
2060
4.80
606.
6060
5.20
601.
10
1.40
5.80
7.20
5.80
5.40
7.20
5.80
1.40
33.00
40.0
0
1.10603.401.10606.85604.50606.85601.103.40601.10
1.405.107.455.107.455.101.40
33.00
1.10 60 3.40 1.10 60 6.85 60 4.50 60 6.85 60 1.10 3.40 60 1.10
1.40 5.10 7.45 5.10 7.45 5.10 1.40
33.00
1.10603.401.10606.85604.50606.85601.103.40601.10
1.405.107.455.107.455.101.40
1.20 30 1.201.20 30 1.001.20 30 1.10
1.10 30 1.20
1.20 30 1.20
1.20 30 1.00
1.20 30 1.30 1.10 30 1.30 1.30 30 1.20
1.40 30 1.20
1.20 30 1.10 1.30 30 1.10 1.10 30 1.30
1.20 30 1.40
1.10 30 1.70
1.40 30 1.20
1.20 30 1.30
1.10 30 1.20
1.00 30 1.20
125 30
1.10
125 30
1.10
1.21
930
1.70
1.30
301.
70
1.70
301.
30
1.10
301.
10
125 30
1.20
125 30
1.20
1.20
301.
20
1.30
301.
20
1.10
301.
10
1.30
301.
20
1.20
3012
5
1.10
301.
10
1.20
301.
70
1.20
3012
5
1.10
301.
20
1.10
3012
5
1.10
3012
5
1.70
301.
30
1.20
301.
00
1.20 30 1.10
1.20 30 1.401.70 30 1.10 1.10 30 1.70
5.50
5.50
1.00
301.
20
4.807.15 7.15
7.15
6.90
6.90
6.90
7.15 7.15 4.804.801.25
1.00 30 1.20
1.25
7.154.801.25
7.15 4.80 7.15
4.80 7.15
5.50
6.90
5.50
4.98
511
5
5.10
5.50
6.87
5.50
5.50
6.90
5.50
1.30 30 1.20
repa
rtitie
repa
rtitie
repa
rtitie
repa
rtitie
repa
rtitie
repa
rtitie
5.50
1.20
301.
20
5.10
1.70
301.
30
5.50
repa
rtitie
1.70
301.
30
4.80
1.70 30 1.10
1.20
301.
70
1.30 30 1.10
1.30 275
1.10
275
7.15
1.10 30 1.20
4.80 1.257.15
7.15
repa
rtitie
1.10
301.
10
1.10
301.
20
Atentie: Faza determinanta inainte de turnarea betonului.Nota: Plansa se citeste impreuna cu plansa Plan cofraj planseu curent
si plansa Plan cofraj si armare scara
Otel: BST500Ciment CEM II A-S 32.5r
Agregat max. 16mm, A/C= 0.47Clasa de consistenta T3
Stratul de acoperire: Placa 25mm Grinzi 30mm Stalp 35mm
Zona seismica ag= 0.1g, Tc=0.7sClasa de importanta III
Beton: Placa C25/30 Grinzi C25/30 Stalpi C25/30
[kg][m]
Bare cotate(fara scara)
[mm] [m]
øBuc.Poz.
Lista cu forme fasonateGreutateLungime
unitaraLungime
totala
456.00 21 152 8 3.00 180.12
519.10 22 179 8 2.90 205.04
501.60 23 152 10 3.30 308.99
302.40 24 108 8 2.80 119.45
34.20 25 12 8 2.85 13.51
67.20 26 24 10 2.80 41.40
854.00 27 244 10 3.50 526.06
299.20 28 88 10 3.40 184.31
270.00 29 90 10 3.00 166.32
139.20 30 48 10 2.90 85.75
475.20 31 176 10 2.70 292.72
158.85 32 45 10 3.53 97.85
312.96 33 192 8 1.63 123.62
166.08 34 96 8 1.73 65.60
42.00 35 25 8 1.68 16.59
163.80 36 60 8 2.73 64.70
101.88 37 36 8 2.83 40.24
570.40 38 184 8 3.10 225.31
96.48 39 36 8 2.68 38.11
2831.82 40 1 8 mlin 1118.57
9.48 41 6 10 1.58 5.84
9.54 42 6 10 1.59 5.88
20.13 43 11 10 1.83 12.40
55.36 44 32 8 1.73 21.87
45 6 1.08
208.80 46 60 8 3.48 82.48
47 12 5.65
48 12 5.35
6.05 49 1 12 6.05
4 22.60 20.06
2 10.70 9.5
10.74
508 548.64 131.67
Greutate totala OB37 (kg):
Greutate totala PC60 (kg):Greutate totala PC52 (kg):
Greutate totala (kg):Greutate totala BST500S (kg):
Calitateotel
10
280
10
270
10
310
10
260
10
265
10
260
10
330
10
320
10
280
10
270
10
250
10
333
10
153
10
163
10
158
10
253
10
263
10
290
10
248
10
138
10
139
10
163
10
163
10
328
565
535
605
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
BST500S
4063.12 kg
0.00 kg 0.00 kg 0.00 kg
4063.12 kg
9.
30
30
9.
30
ProiectatDesenat
VerificatSef lucrari dr. ing.
Munteanu Constantin
Urcan Ioana Maria
Urcan Ioana Maria
Semn.
PROIECT DE DIPLOMACladire de locuinte
S+P+8E
Universitatea TehnicaCluj-Napoca
Facultatea de ConstructiiSectia CCIA
Scara1:50
Nr.Plansa
ARMAREA PLANSEULUI CURENT COTA +3.20 m
Data05.07.2013
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