R9 Pl Armare Planseu Scara Parter, Cofraj Mans, Cent Mans Extrase_9
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- Words: 1,486
- Pages: 1
10
20
10
20
25
etr ø 8 /15
25 etr ø 8 /15
4 ø 14
20
ø 8 L=101cm 25
7
75
10
1.45
PC52
75
38.95
24.03
10
PC52
108.75
67.10
10
0.95
52.60
32.45
10
10
31.90
48.96
30.21
10
41
51.70
34.44
21.25
10
6
215
51.60
31.84
10.56
12.76
19.58
7.73
7.86
9.49
66.57
26.30
7.44
2.94
8.22
3.25
4.00
1.58
2.70
1.07
5.00
1.98
6.20
2.45
11.82
4.67
7.96
3.14
3.44
1.36
91.20
56.27
347
62.39
24.64
250
45.90
18.13
787
64.56
39.83
462
24.10
9.52
787
177.54
70.13
29.45
11.63
294.78
116.44
91.50
36.14
10
10
10
10
10
10 PC52
125 8
20
10
2.63
PC52
243 9
17
10
2.88
PC52
268 10
14
10
2.46
PC52
226 11
20
10
2.58
PC52
238
13
6
22
14
8
1.76
0.89
PC52
146 10
PC52
14
6
14
1.31
PC52
22 15
12
101 297
1.37
PC52
137
18
4
8
1.00
PC52
1
100
19
2
8
1.35
PC52
135
125
20
2
8
2.50
PC52
250
21
4
8
1.55
PC52
155
22
6
8
1.97
PC52
197
23
4
8
1.99
PC52
199
24
2
8
1.72
PC52
172
25
80
10
1.14
PC52
26
17
8
3.67
PC52
27
17
8
2.70
PC52
28
8
10
8.07
PC52
29
5
8
4.82
PC52
30
22
8
8.07
PC52
31
19
8
1.55
PC52
13 Sb3 25x25
D
25 13
25
Sb3 25x25
C
Beton: conform SR EN 206-1 Clasa de beton – C8/10 în fundații, C8/10 în egalizare - C16/20 în cuzineti, C20/25 – in stalpi si grinzi de fundare Clasa de expunere - XC2, XC4+XF1 Clasa de cloruri - Cl 0.10, Ciment: CEM III/A- 32.5R Ø max - 16 mm Consistența - S3 Armătura: PC52, STNB Acoperirea cu beton: 5 cm în fundații, stalpi si grinzi de fundare
25
Beton: conform SR EN 206-1 BETON SIMPLU C8/10 X0, CEM I 32,5N, A/C = 0.65, S2 , Cl.0.1%, Dmax16 BETON ARMAT : C16/20 XC2, CEM II A-S 32,5R, A/C = 0.6, S3,Cl 0.1%, Dmax16 , dozaj minim de ciment: 260kg/mc C20/25 XC2, CEM II A-S 32,5R, A/C = 0.5, S3,Cl 0.1%, Dmax16 , dozaj minim de ciment: 300kg/mc OTEL PC52, STNB Acop. min - 5cm
25
3.00 4.00
13
4.00
4.25
2.35
8
25
25
4.15
25
10
14.10
6
+4.09
25
22
22.86
17
+5.40
13
30 30 30
135 32
34
8
8.67
PC52
847
5
4
25
25 13
25
+5.40
S3 35x25
25 13
25
+5.40
Sb5 25x25 125
B
var.
33
13
14 14.84 14 14.70 6 7.52 6 6.56 4 4.28 2 2.16 6 8.48 5 31.28 5 31.96 1 5.34 1 5.05 1 4.83 1 4.66 1 5.12 1 4.83 1 4.61 1 4.49 1 1.33 1 1.31 2 2.46 2 2.30 6 8.72 Lungime totala [m] 6 6.84 PC52 22 23.98 14 18 7.42 1 7.34 16.50 105.48 116.93 16.440.617 0.395 296.18 276.7672.15 41.67 0.395 1.208 116.99 334.33 451.32
5
107
186
3
2
Sb4 25x25
15
8
6.10
PC52
590
B
1
Extras armare centuri mansarda
4 ø 14
13
10
13
ø8
Detalii centuri mansarda sc. 1:20
18 1.06 28 1.05 38 X 48 X 5 8 1.07 ø 10 68 1.08 0 1 78 X ø 8 10 6.26 9 10 6.39 10 10 5.34 11 10 5.05 12 10 4.83 13 10 4.66 14 10 5.12 15 10 4.83 16 10 4.61 17 10 4.49 18 8 1.33 19 8 1.31 20 8 1.23 21 8 1.15 22 8 X 23 8 X Marca Ф 24 Lung. Buc. 8 [m] 1.09 25 10 7.42 26 10 7.34 14 2.75 6 14 2.74 6 m (m²) kg/m (kg/m²) Total kg kg
8
Sb2 25x25
PC52
PC52
13
25
+4.48
25
1.27
1.86
25 S2 35x25
10
10.80
15
25
18
17.50
8
Total
+4.09
Sb2 25x25
4
155
10
3.75
4.00
C
S1 25x35
Sb2 25x25
PC52
4
25
2.025
1.75
16
25
Total
105.48 116.93 m (m²) kg/m (kg/m²) kg kg
var.
8 10
Lungime totala [m] PC52 8 10 105.48 116.93 105.48 116.93 0.395 0.617 41.67 72.15 113.81
25
10
32.52
PC52
+5.40
1.875
10
52.70
10
25
8.50
Marca Ф Lung. [m]
25
3.00
3
135
3.17
25
13
extras de armare scara b.a.- parter
Sb2 25x25
25
25
ø 10
25
+5.40
25
0
Sb2 25x25
PC52
8
25
+4.48
ø 10
ø1
25
2.275
1.55
40.11
21
13
975
1.15
+5.40
ø8
125
3.25 +5.40
D
Sb1 25x25
13
ø 10
125
ø8
13
25
0
ø1
10
65.00
15
1
7.90
34
105
12
5
ø8
2
Plan cofraj mansarda sc. 1:50 4 3 2
13
13
ø8
3
+5.40
plan armare scara parter sc. 1:20
4
2
12
5
1
PC52
10
25 80*1 ø 10 L=114cm
13
2
+5.40
3
var.
4
30 30
1.25
10
30
2.745
5
B
10
[kg]
10
19 rep 2 ø 8
12
1.25
5
B
7 11 ø 10 /15 L=145cm
B
16 rep 2 ø 8
11 20 ø 10 /15 L=258cm
31 19 ø 8 /15 L=155cm
1.10
52
[m]
12
1 27 ø 10 /15 L=125cm
5 20 ø 10 /15 L=235cm
1
Greutate
10
23 rep 2 ø 8
13
[m]
Lungime totala
10
9 8 ø 10 /15 L=288cm
25
22 rep 3 ø 8
14 6 ø 14
52 34 10 18 22 41 75 20 17 14 20 6 22 6 21 4 6 4 2 2 4 6 4 2 80 17 17 8 5 22 19 34 15
[mm]
Bare cotate (fara scara)
Calitate otel
10
1.00
8 20 ø 10 /15 L=263cm 4.25
20 rep 2 ø 8
16 rep 2 ø 8
22 rep 3 ø 8
9.63
gol cos fum
32 14 ø 8 /15 L=867cm
4.25
2 5 ø 10 /15 L=155cm
2 29 ø 10 /15 L=155cm
3.00
25
a
a
C
1.25 1.55 1.75 1.27 2.35 0.95 1.45 2.63 2.88 2.46 2.58 1.76 0.89 1.31 3.17 1.86 1.37 1.00 1.35 2.50 1.55 1.97 1.99 1.72 1.14 3.67 2.70 8.07 4.82 8.07 1.55 8.67 6.10 m (m²) kg/m (kg/m²) kg kg
Lungime unitara
12
1.25
33 7 ø 8 /15 L=610cm
32 20 ø 8 /15 L=867cm
33 8 ø 8 /15 L=610cm
9.63 5
12 6 ø 14
15 8 ø 8 /15 L=317cm
255
18 rep 2 ø 8
10 10 10 10 10 10 10 10 10 10 10 14 8 14 8 8 8 8 8 8 8 8 8 8 10 8 8 10 8 8 8 8 8
ø
10
15 8 ø 8 /15 L=317cm
7 10 ø 10 /15 L=145cm
b
30 22 ø 8 /15 L=807cm
B
15 5 ø 8 /15 L=317cm
80
24 rep 1 ø 8
9 7 ø 10 /15 L=288cm
21 rep 2 ø 8
21 rep 2 ø 8
4.00
4.00
29 5 ø 8 /15 L=482cm
C
3 10 ø 10 /15 L=175cm
6 25 ø 10 /15 L=95cm
b
C
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33
6 16 ø 10 /15 L=95cm
17 rep 3 ø 8
C
D
18 rep 2 ø 8
17 rep 3 ø 8 4 18 ø 10 /15 L=127cm 1 25 ø 10 /15 L=125cm
28 8 ø 10 /15 L=807cm
12
2.27
Buc.
Poz. Buc.
10
97
Marca Ф Lung. [m]
5
24 rep 1 ø 8
27 17 ø 8 /15 L=270cm
1.15
5
Lungime totala [m] PC52 8 10 14 65.00 52.70 17.50 22.86 51.70 38.95 108.75 52.60 48.96 34.44 51.60 10.56 19.58 7.86 66.57 7.44 8.22 4.00 2.70 5.00 6.20 11.82 7.96 3.44 91.20 62.39 45.90 64.56 24.10 177.54 29.45 294.78 91.50 868.59 700.82 18.42 0.395 0.617 1.208 343.09 432.41 22.25 797.75
3.75
gol scara
26 17 ø 8 /15 L=367cm
D
3.25
5
23 rep 2 ø 8
D
7 14 ø 10 /15 L=145cm
12
5
10 14 ø 10 /15 L=246cm 1.00
2.27
var.
97
7.90
var.
1.09
125
5
var.
3.30
5
1
7 20 ø 10 /15 L=145cm
6
extras de armare - plansee b.a. cota +2.65
12
4
125
D
7.90
5
5
13
12
1 125
5
Plan armare superioara plansee cota:+2.65 sc. 1:50 4 3 2 7 20 ø 10 /15 L=145cm
Plan armare inferioara plansee cota:+2.65 sc. 1:50 4 3 2
Lista cu forme fasonate - plansee b.a. cota +2.65
NOTA: Turnarea planseului din b.a se realizeaza concomitent cu turnarea centurilor, grinzilor si rampelor scarii etajului curent
Greutate totala PC52 (kg):
Categoria de importanta a constructiei, conform HGR 766/1997:D Clasa de importanta conform P100-1/2013-IV. ag = 0.25g,Tc = 0.7 s, Clasa de expunere a constructiei : mediu
797.76 kg
20
10
20
25
etr ø 8 /15
25 etr ø 8 /15
4 ø 14
20
ø 8 L=101cm 25
7
75
10
1.45
PC52
75
38.95
24.03
10
PC52
108.75
67.10
10
0.95
52.60
32.45
10
10
31.90
48.96
30.21
10
41
51.70
34.44
21.25
10
6
215
51.60
31.84
10.56
12.76
19.58
7.73
7.86
9.49
66.57
26.30
7.44
2.94
8.22
3.25
4.00
1.58
2.70
1.07
5.00
1.98
6.20
2.45
11.82
4.67
7.96
3.14
3.44
1.36
91.20
56.27
347
62.39
24.64
250
45.90
18.13
787
64.56
39.83
462
24.10
9.52
787
177.54
70.13
29.45
11.63
294.78
116.44
91.50
36.14
10
10
10
10
10
10 PC52
125 8
20
10
2.63
PC52
243 9
17
10
2.88
PC52
268 10
14
10
2.46
PC52
226 11
20
10
2.58
PC52
238
13
6
22
14
8
1.76
0.89
PC52
146 10
PC52
14
6
14
1.31
PC52
22 15
12
101 297
1.37
PC52
137
18
4
8
1.00
PC52
1
100
19
2
8
1.35
PC52
135
125
20
2
8
2.50
PC52
250
21
4
8
1.55
PC52
155
22
6
8
1.97
PC52
197
23
4
8
1.99
PC52
199
24
2
8
1.72
PC52
172
25
80
10
1.14
PC52
26
17
8
3.67
PC52
27
17
8
2.70
PC52
28
8
10
8.07
PC52
29
5
8
4.82
PC52
30
22
8
8.07
PC52
31
19
8
1.55
PC52
13 Sb3 25x25
D
25 13
25
Sb3 25x25
C
Beton: conform SR EN 206-1 Clasa de beton – C8/10 în fundații, C8/10 în egalizare - C16/20 în cuzineti, C20/25 – in stalpi si grinzi de fundare Clasa de expunere - XC2, XC4+XF1 Clasa de cloruri - Cl 0.10, Ciment: CEM III/A- 32.5R Ø max - 16 mm Consistența - S3 Armătura: PC52, STNB Acoperirea cu beton: 5 cm în fundații, stalpi si grinzi de fundare
25
Beton: conform SR EN 206-1 BETON SIMPLU C8/10 X0, CEM I 32,5N, A/C = 0.65, S2 , Cl.0.1%, Dmax16 BETON ARMAT : C16/20 XC2, CEM II A-S 32,5R, A/C = 0.6, S3,Cl 0.1%, Dmax16 , dozaj minim de ciment: 260kg/mc C20/25 XC2, CEM II A-S 32,5R, A/C = 0.5, S3,Cl 0.1%, Dmax16 , dozaj minim de ciment: 300kg/mc OTEL PC52, STNB Acop. min - 5cm
25
3.00 4.00
13
4.00
4.25
2.35
8
25
25
4.15
25
10
14.10
6
+4.09
25
22
22.86
17
+5.40
13
30 30 30
135 32
34
8
8.67
PC52
847
5
4
25
25 13
25
+5.40
S3 35x25
25 13
25
+5.40
Sb5 25x25 125
B
var.
33
13
14 14.84 14 14.70 6 7.52 6 6.56 4 4.28 2 2.16 6 8.48 5 31.28 5 31.96 1 5.34 1 5.05 1 4.83 1 4.66 1 5.12 1 4.83 1 4.61 1 4.49 1 1.33 1 1.31 2 2.46 2 2.30 6 8.72 Lungime totala [m] 6 6.84 PC52 22 23.98 14 18 7.42 1 7.34 16.50 105.48 116.93 16.440.617 0.395 296.18 276.7672.15 41.67 0.395 1.208 116.99 334.33 451.32
5
107
186
3
2
Sb4 25x25
15
8
6.10
PC52
590
B
1
Extras armare centuri mansarda
4 ø 14
13
10
13
ø8
Detalii centuri mansarda sc. 1:20
18 1.06 28 1.05 38 X 48 X 5 8 1.07 ø 10 68 1.08 0 1 78 X ø 8 10 6.26 9 10 6.39 10 10 5.34 11 10 5.05 12 10 4.83 13 10 4.66 14 10 5.12 15 10 4.83 16 10 4.61 17 10 4.49 18 8 1.33 19 8 1.31 20 8 1.23 21 8 1.15 22 8 X 23 8 X Marca Ф 24 Lung. Buc. 8 [m] 1.09 25 10 7.42 26 10 7.34 14 2.75 6 14 2.74 6 m (m²) kg/m (kg/m²) Total kg kg
8
Sb2 25x25
PC52
PC52
13
25
+4.48
25
1.27
1.86
25 S2 35x25
10
10.80
15
25
18
17.50
8
Total
+4.09
Sb2 25x25
4
155
10
3.75
4.00
C
S1 25x35
Sb2 25x25
PC52
4
25
2.025
1.75
16
25
Total
105.48 116.93 m (m²) kg/m (kg/m²) kg kg
var.
8 10
Lungime totala [m] PC52 8 10 105.48 116.93 105.48 116.93 0.395 0.617 41.67 72.15 113.81
25
10
32.52
PC52
+5.40
1.875
10
52.70
10
25
8.50
Marca Ф Lung. [m]
25
3.00
3
135
3.17
25
13
extras de armare scara b.a.- parter
Sb2 25x25
25
25
ø 10
25
+5.40
25
0
Sb2 25x25
PC52
8
25
+4.48
ø 10
ø1
25
2.275
1.55
40.11
21
13
975
1.15
+5.40
ø8
125
3.25 +5.40
D
Sb1 25x25
13
ø 10
125
ø8
13
25
0
ø1
10
65.00
15
1
7.90
34
105
12
5
ø8
2
Plan cofraj mansarda sc. 1:50 4 3 2
13
13
ø8
3
+5.40
plan armare scara parter sc. 1:20
4
2
12
5
1
PC52
10
25 80*1 ø 10 L=114cm
13
2
+5.40
3
var.
4
30 30
1.25
10
30
2.745
5
B
10
[kg]
10
19 rep 2 ø 8
12
1.25
5
B
7 11 ø 10 /15 L=145cm
B
16 rep 2 ø 8
11 20 ø 10 /15 L=258cm
31 19 ø 8 /15 L=155cm
1.10
52
[m]
12
1 27 ø 10 /15 L=125cm
5 20 ø 10 /15 L=235cm
1
Greutate
10
23 rep 2 ø 8
13
[m]
Lungime totala
10
9 8 ø 10 /15 L=288cm
25
22 rep 3 ø 8
14 6 ø 14
52 34 10 18 22 41 75 20 17 14 20 6 22 6 21 4 6 4 2 2 4 6 4 2 80 17 17 8 5 22 19 34 15
[mm]
Bare cotate (fara scara)
Calitate otel
10
1.00
8 20 ø 10 /15 L=263cm 4.25
20 rep 2 ø 8
16 rep 2 ø 8
22 rep 3 ø 8
9.63
gol cos fum
32 14 ø 8 /15 L=867cm
4.25
2 5 ø 10 /15 L=155cm
2 29 ø 10 /15 L=155cm
3.00
25
a
a
C
1.25 1.55 1.75 1.27 2.35 0.95 1.45 2.63 2.88 2.46 2.58 1.76 0.89 1.31 3.17 1.86 1.37 1.00 1.35 2.50 1.55 1.97 1.99 1.72 1.14 3.67 2.70 8.07 4.82 8.07 1.55 8.67 6.10 m (m²) kg/m (kg/m²) kg kg
Lungime unitara
12
1.25
33 7 ø 8 /15 L=610cm
32 20 ø 8 /15 L=867cm
33 8 ø 8 /15 L=610cm
9.63 5
12 6 ø 14
15 8 ø 8 /15 L=317cm
255
18 rep 2 ø 8
10 10 10 10 10 10 10 10 10 10 10 14 8 14 8 8 8 8 8 8 8 8 8 8 10 8 8 10 8 8 8 8 8
ø
10
15 8 ø 8 /15 L=317cm
7 10 ø 10 /15 L=145cm
b
30 22 ø 8 /15 L=807cm
B
15 5 ø 8 /15 L=317cm
80
24 rep 1 ø 8
9 7 ø 10 /15 L=288cm
21 rep 2 ø 8
21 rep 2 ø 8
4.00
4.00
29 5 ø 8 /15 L=482cm
C
3 10 ø 10 /15 L=175cm
6 25 ø 10 /15 L=95cm
b
C
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33
6 16 ø 10 /15 L=95cm
17 rep 3 ø 8
C
D
18 rep 2 ø 8
17 rep 3 ø 8 4 18 ø 10 /15 L=127cm 1 25 ø 10 /15 L=125cm
28 8 ø 10 /15 L=807cm
12
2.27
Buc.
Poz. Buc.
10
97
Marca Ф Lung. [m]
5
24 rep 1 ø 8
27 17 ø 8 /15 L=270cm
1.15
5
Lungime totala [m] PC52 8 10 14 65.00 52.70 17.50 22.86 51.70 38.95 108.75 52.60 48.96 34.44 51.60 10.56 19.58 7.86 66.57 7.44 8.22 4.00 2.70 5.00 6.20 11.82 7.96 3.44 91.20 62.39 45.90 64.56 24.10 177.54 29.45 294.78 91.50 868.59 700.82 18.42 0.395 0.617 1.208 343.09 432.41 22.25 797.75
3.75
gol scara
26 17 ø 8 /15 L=367cm
D
3.25
5
23 rep 2 ø 8
D
7 14 ø 10 /15 L=145cm
12
5
10 14 ø 10 /15 L=246cm 1.00
2.27
var.
97
7.90
var.
1.09
125
5
var.
3.30
5
1
7 20 ø 10 /15 L=145cm
6
extras de armare - plansee b.a. cota +2.65
12
4
125
D
7.90
5
5
13
12
1 125
5
Plan armare superioara plansee cota:+2.65 sc. 1:50 4 3 2 7 20 ø 10 /15 L=145cm
Plan armare inferioara plansee cota:+2.65 sc. 1:50 4 3 2
Lista cu forme fasonate - plansee b.a. cota +2.65
NOTA: Turnarea planseului din b.a se realizeaza concomitent cu turnarea centurilor, grinzilor si rampelor scarii etajului curent
Greutate totala PC52 (kg):
Categoria de importanta a constructiei, conform HGR 766/1997:D Clasa de importanta conform P100-1/2013-IV. ag = 0.25g,Tc = 0.7 s, Clasa de expunere a constructiei : mediu
797.76 kg
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