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R04 Plan armare si cofraj grinda ax B.pdf
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R04 Plan armare si cofraj grinda ax B.pdf
Armarea unei grinzi conform EC2...
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Descripción completa
Manual Usuario Citroen AX
Lista armare cu fasonari PLAN COFRAJ SI ARMARE GRINDA AX - B cota +3.00m scara1:50 1
2 75 4 etr. 6ø10/15 A
1.60 4 etr. 9ø10/20
75
3 75
4 etr. 6ø10/15
4 etr. 6ø10/15
B
C
4
3.60
75
2.25
4 etr. 19ø10/20
4 et etr. 6ø10/15
4 etr. 16ø10/15
D
F
E
Poz. Buc.
5
6
6.60 4 etr.45ø10/15 G
7
75
3.00
2.55
2.25
4 et etr. 6ø10/15
4 et etr. 16ø10/20
4 et etr. 18ø10/15
4 et etr. 16ø10/15
8 75 4 et etr. 6ø10/15
3.60 4 et etr. 19ø10/20
ø
Unit . Lung.
[mm]
[m]
9
75
75
4 et etr. 6ø10/15
4 et etr. 6ø10/15
1.60
75
4 et etr. 9ø10/20
4 et etr. 6ø10/15
1
6
18
Cal. Otel
Barecotate (farascara)
1 0 5 0
11. 10 PC52
Total Lung.
Greut
[m]
[kg]
66.60
133.07
46.00
91.91
H 0 3
2 1 0 7
8 5
2
4
18
11. 50 PC52
3
6
18
7.95 PC52
4 2 21
10 10
2.12 OB37
1 0 9 0
0 3
A
B
C
E
D
F
G
H
795
47.70
95.30
468.52
2 89. 08
14
25
4.00
50
3.45
6.00 60
3.00
5.40
60
7.30
2.40
60
7. 30
6.65
70
3.00
6. 65
60
6. 00
2.40
60
25
4.00
5. 40
60
3.45
1 4 2 6
50
41.10
5
2
18
3.60 PC52
6
4
22
11. 10 PC52
6 2
66. 360
7.20
14.39
44.40
132.49
46.00
137.26
3 0
1
2
3
4
6 2ø22PC 52L=1110cm
8 1ø22 PC 52 L=180cm 0 3
150
5 1ø18PC52L=300cm
1 3ø18PC 52L=1110cm
SectiuneB -B scara1:20
SectiuneC -C scara1:20
8 1ø22PC52L=180cm 6 2ø22PC52L=1110cm cm
3 3ø18PC52L=820cm
SectiuneE -E scara1:20
9 1ø22PC52L=360cm 6 2ø22PC52L=1110c 2 L=1110cm
6 2ø22PC52L=1110cm cm
0 3
2 2ø18PC52L=1150cm
0 3
1 3ø18PC 52L=1110cm
6 2ø22PC52L=1110cm
SectiuneF -F scara1:20
11 1ø22PC52L=345cm 2 L=345cm
10 2ø22PC52L=760cm
10 2ø22PC52L=760cm 2 L=760cm
7 2ø22PC52L=1150cm cm
7 2ø22PC52L=1150c 2 L=1150cm
0 3
1050
1090
SectiuneD -D scara1:20
0 3
5 1ø18PC52L=300cm
1090
1050
SectiuneA -A scara1:20
0 3
14 2ø14PC 52L=1050cm
3 3ø18PC52L=795cm 2 2ø18PC52L=1150cm
150
55
15 2ø14PC 52L=1090cm
0 3
8 1ø22PC 52L=180cm
360
15 2ø14PC 52L=1090cm
65
0 5 0 1 3 0
9 1ø22PC 52L=360cm
11 1ø22PC52L=345cm
12 2ø22PC52L=370cm
9
1050
0 3
10 2ø22PC52L=760cm
13 2ø22PC52L=470cm
55
8 6 2ø22PC 52L=1110cm
0 3
10 2ø22 PC52 L=760cm 11 2ø22PC52L=345cm
14 2ø14PC 52L=1050cm
7
7 2ø22PC52L=1150cm
1090
0 3
9 1ø22PC 52L=360cm 360
0 3
6
7 2ø22PC52L=1150cm
1050
0 3
5
SectiuneG -G scara1:20
SectiuneH -H scara1:20
5
13 1ø22PC52L=470cm 12 2ø22PC52L=370cm
7 2ø22PC52L=1150cm
7 2ø22PC52L=1150cm
25 5
16 agr.ø6OB37L=36cm 7 L=36cm 6 2
4 1
4
BetonC20/25 SRI32.5R A/C=0.45 Dozajminim275kg/mc Aditivimarireductoride apa Aditivisuperplastifianti
7
4
22
11. 50 PC52
8
2
22
1.80 PC52
0 9 0 1
9
2
22
3.60 PC52
10
4
22
7.60 PC52
11
2
22
3.45 PC52
12
2
22
3.70 PC52
13
1
22
4.70 PC52
14
4
14
10. 50 PC52
15
4
14
10. 90 PC52
16
22 221
6
0. 0 .36 OB37
150
0 3
360
760
345
370
470
1050
1090 5
25
3.60
10.74
7.20
21.48
30.40
90.71
6.90
20.59
7.40
22.08
4.70
14.02
42.00
50.74
43.60
52.67
79.56
17.66
5
GreutatetotalaOB37(kg): GreutatetotalaPC52(kg):
306.74 7 4 kg 887.45 4 5 kg
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