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11 60ø12/15 PC52 L=6.60m sus
1
7
33
33
33
734 3ø8/20 OB37 L=1.45m
33 13 77
1336 3ø8/20 OB37 L=1.05m
33
13
7 7
36
13
4 4
0ø16
/15
PC52
L=9
.60m
jos
12 3
0ø10
/20
PC52
L=9
.60m
sus
3 60ø16/15 PC52 L=6.60m jos
10ø18 32 32 12ø18
35 12ø16 35 12ø16
30 2
x29ø
10/1
5 m
usta
ti49
2x5
ø10/
15 m
usta
ti
30 2
x37ø
10/1
5 m
usta
ti
30 2x7ø10mustati30 2x15ø10mustati30 2x6ø10mustati
A
B
35
890
4 2
x40ø
16/1
5 PC
52 L
=9.6
0m jo
s
35
890
12 2
x30ø
10/2
0 PC
52 L
=9.6
0m su
s
20
12330 ø10/15 PC52 L=1.45m mustati
AB
Secti
une
1 - 1
sc 1
:25
3 4
27 2x2ø8
60
Sectiune 2 - 2 sc 1:25
3 4
35
590
35
590
20
123
11 60ø12/15 PC52 L=6.60m sus
3 60ø16/15 PC52 L=6.60m jos
30 ø
10/1
5 PC
52 L
=1.4
5m m
usta
ti
60
22 2
x2ø8
22 2
x2ø8
1510
7010
60
vopsea epoxidicasapa 5cmhidroizolatie orizontala (conform NP 040-02)placa beton armat 15cmfolie PVCbalast compactat
20
123
30 ø
10/1
5 PC
52 L
=1.4
5m m
usta
ti
1
4 40ø16/15
12 30ø10/20
55
5 5
22 4
ø8/2
0 PC
52 L
=5.5
5m
22 4
ø8/2
0 PC
52 L
=5.5
5m
2 2
3
20
83
20
5ø10
/15
PC52
L=1
.25m
mus
tati
49
22 2
x2ø8
5 15 10 70 10
Sectiune 3 - 3 sc 1:25detaliu petru gol usa
55
40
57
40
57
40
17 72ø8 L=2.35mCapra 4 buc/ mp PC52
2x2ø
10/1
5 30
2530
90
47
18
47
18
18
47 18
7
7
7
7
7
47
47
733 3ø8/20 OB37 L=1.45m
33
3ø8/20 OB37 L=2.00m 31
3
555
555
20113
100
-3.04-2.94
-2.79 -2.74
-3.84-3.74
-3.0
4-2
.94
-2.7
9-2
.74
-3.8
4-3
.74
C12/15
C12/
15
beton egalizare C4/5
beto
n eg
aliza
re C
4/5
1.50 3.00 1.50
6.00
6.95
1.25
80
1.50
6.00
1.50
9.00
3 4
A
B
Detaliu armare R1 9.0mx6.0m; h=0.7m
20
85
100
Mustati rampa scara
3 6
0ø16
/15
11 6
0ø12
/15
1.50
2.73
802.
471.
50
vops
ea e
poxid
icasa
pa 5
cmhid
roizo
latie
orizo
ntala
(con
form
NP
040-
02)
placa
bet
on a
rmat
15c
mfo
lie P
VCba
last c
ompa
ctat
57 9ø10/15 mustati rampa scara
56 9ø10/15 mustati rampa scara
[mm] [m][m]
ø
[kg]
Poz. Buc. Lung.unitara
Cal.otel
Forme fasonari(fara scara)
Lung.totala
Greutate
16 625.28 396.00 6.60 60 3
16 606.34 384.00 9.60 40 4
12 351.65 396.00 6.60 60 11
10 177.70 288.00 9.60 30 12
8 17.54 44.40 5.55 8 22
8 4.11 10.40 2.60 4 27
10 171.77 278.40 1.45 192 30
8 4.74 12.00 2.00 6 31
18 98.30 49.20 2.05 24 32
8 6.87 17.40 1.45 12 33
8 3.44 8.70 1.45 6 34
16 62.53 39.60 1.65 24 35
8 4.98 12.60 1.05 12 36
10 7.71 12.50 1.25 10 49
10 13.05 21.15 2.35 9 56
10 11.38 18.45 2.05 9 57
Liste oteluri - forme fasonariArmare R1 9.0mx6.0m
35
590
35
890
35
590
35
890
555
260
20
123
747
47
47
7
20
183
7
47
18
47
7
733
33
33
7
20
144
7
33
13
33
7
20
83
20
20113
100
20
85
100
PC52
PC52
PC52
PC52
PC52
PC52
PC52
OB37
PC52
OB37
OB37
PC52
OB37
PC52
PC52
PC52
OB37 PC52
20.03 2147.36 2167.39
Greutate totala [kg] :
52
86
50
87
h/l= 594 / 841 (0.50mp) Allplan 2008
Nota: Fundarea se realizeaza pe stratul de argila prafoasa vartoasa treptat tare avand presiunea conventionala de baza pconv=325 kPA (corespunzatoare unei latimi de 1 msi unei adancimi de fundare de 2 m), indicata in studiul geotehnic. Talpa fundatiei se va incastra minim 20 cm in stratul de fundare mentionat indiferent de adancimea la care acesta se gaseste, respectand cotele minime prevazute indetaliile de fundatii. Daca este cazul se va turna betonde egalizare suplimentar fata de grosimile prevazute in proiect.
Categoria de importanta a constructiei " C " Zona seismica Bistritaag= 0,08 g ; Tc = 0,70 s.
Nota:1 - Beton clasa C4/5 in stratul de egalizare.2 - Beton clasa C 12/15 in talpa fundatiei. tip ciment I, II/A 32,5 ; agregat ømax=16 mm; T33 - Otel marca PC 52 si OB 37.4 - Acoperirea armaturilor va fi de minim 4.5 cm
UNIVERSITATEA TEHNICA CLUJ NAPOCA
FACULTATEA DE CONSTRUCTII SI INSTALATII
Data---
ACESTE PLANURI NU SE FOLOSESC PENTRU EXECUTIE
Examen Certificare
Nemetschek Romaniastr. Iancu Capitanu nr.27
Bucuresti, sect.2Tel: (021) 253.2580Fax: (021) 253.2581www.nemetschek.ro
E-mail: [email protected]
Desenat
Nume Semn.tehn. Morar
Cristian
Contactemail: [email protected]
tel: 0767 575 627
DETALII DE ARMARE RADIER R1
Scara:1:25
Creat cu o versiune Allplan pentru studenti
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