POS 1 –plan armature (varijantasapravimšipkama) HVE PZA/BETONSKE... · PDF...
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Transcript of POS 1 –plan armature (varijantasapravimšipkama) HVE PZA/BETONSKE... · PDF...
1
1
4321
600 600 600
POS 1
+3.42
2546
7.5
4046
7.5
25
11
A
B
C
1-1
2546
7.5
4046
7.5
25
12.5
12.5
2020
12.5
12.5
14
25 567.5 40 560 40 567.5 25
2012.5
A
B
CPOS 2
36
POS 3
POS 2
20 202012.5 12.5 12.5
500
500
50
POS 2
POS 3
POS 2
Ploa POS 1 plan oplate
2
4
3
2
1
600
600
600
A B C
POS
2
500 500
KOLICINA BETONA: Vb = 26.19 m3
KOLICINA ARMATURE: 2670.3626.19 = 102.0 kg/m3
POS
3
POS
2
POS
2
POS
3
POS
2
3 60R12/ 30 3 60R12/ 30
A B C
500 500
130
3 60R12/ 30 3 60R12/ 30
5 119R16/ 15 (IV red)
46R
10
/25
46R
10
/25
46R
10
/25
(III
red)
46R
10
/25
23R
8/
302
3R
8/30
23R
8/
302
3R
8/30
7 16R8/ 30
6 R16 6 R16
7 16R8/ 30
7 16R8/ 30
6 R16 6 R16
7 16R8/ 30
1
1
2
3
2 R8/ 30
A (C) 5 R16/154 R10/ 25
20 20
B3 R12/30
14
6 4R16
4 R10/254 (1)3-3
7 R8/30
14
12.5 12.5
4 R10/ 25
14
1-1 2-2
8 R10 (4 kom/m2)
3
1 119R12/ 15 (I red)1 119R12/ 15
216
R
8/30
(II
red)
216
R
8/30
216
R
8/30
216
R
8/30
1 R12/15 1 R12/151 R12/152 R8/ 30 2 R8/ 302 R8/ 30
1 4R12/ 15 2 R8/30
2 168/ 30 L=930 (76)930
1 11912/ 15 L=530 (238)530
4 610/ 25 L=930 (24)930
5 11916/ 15 L=300 (119)300
6 116 L=535 (16)535
ipke - rekapitulacija
[mm]
lgn[m]
Jed.teina[kg/m']
Teina[kg]
RA2
8 763.12 0.405 309.06
10 505.20 0.633 319.79
12 1453.40 0.911 1324.05
16 442.60 1.621 717.45
2670.36Ukupno
02.10.2016.580297R 1:75 (25)MB 30 RA 400/500
GODINJI ZADATAK - LIST br.2
PLAN ARMATURE POS 1
1
1
2
7 8 L=88 (64)408
40
3
3
3 12 L=160 (120)10010
50
POS 1 plan armature (varijanta sa pravim ipkama)
2
3
4321
600600600
A
B
C
POS 2
500
500
POS 3
POS 2
POS 2
POS 3
POS 2
360
R
12/3
03
60R
12
/30
111
9R
12/1
5 (I
red)
111
9R
12/1
5
2 16R8/ 30 (II red)2 16R8/ 30
2 16R8/ 302 16R8/ 30
POS 1 donja zona
4
4321
600600600
A
B
C
POS 2
500
500
POS 3
POS 2
POS 2
POS 3
POS 2
360
R
12/3
03
60R
12
/30
111
9R
12/1
5 (I
red)
111
9R
12/1
5
2 16R8/ 30 (II red)2 16R8/ 30
2 16R8/ 302 16R8/ 30
POS 1 donja zona (I red)
3
5
4321
600600600
A
B
C
POS 2
500
500
POS 3
POS 2
POS 2
POS 3
POS 2
360
R
12/3
03
60R
12
/30
111
9R
12/1
5 (I
red)
111
9R
12/1
5
2 16R8/ 30 (II red)2 16R8/ 30
2 16R8/ 302 16R8/ 30
POS 1 donja zona (II red)
6
4321
600600600
A
B
C
500
500
130
360
R
12/3
03
60R
12
/30
511
9R
16/1
5 (IV
red)
4 6R10/ 254 6R10/ 25
4 6R10/ 25 (III red)4 6R10/ 25
2 3R8/ 302 3R8/ 30
2 3R8/ 30 2 3R8/ 30
716
R
8/30
6R
16
6R
16
716
R
8/30
716
R
8/30
6R
16
6R
16
716
R
8/30
POS 1 gornja zona
4
7Detalj postavljanja distancera za gornju zonu
8Distanceri za gornju zonu
5
9
4321
600600600
A
B
C
500
500
130
360
R
12/3
03
60R
12
/30
511
9R
16/1
5 (IV
red)
4 6R10/ 254 6R10/ 25
4 6R10/ 25 (III red)4 6R10/ 25
2 3R8/ 302 3R8/ 30
2 3R8/ 30 2 3R8/ 30
716
R
8/30
6R
16
6R
16
716
R
8/30
716
R
8/30
6R
16
6R
16
716
R
8/30
POS 1 gornja zona (III red)
10
4321
600600600
A
B
C
500
500
130
360
R
12/3
03
60R
12
/30
511
9R
16/1
5 (IV
red)
4 6R10/ 254 6R10/ 25
4 6R10/ 25 (III red)4 6R10/ 25
2 3R8/ 302 3R8/ 30
2 3R8/ 30 2 3R8/ 30
716
R
8/30
6R
16
6R
16
716
R
8/30
716
R
8/30
6R
16
6R
16
716
R
8/30
POS 1 gornja zona (IV red)
6
11
2 R8/ 30A (C)3 R12/30
14
12.5 12.5
1 R12/152 R8/ 30
3 12 L=160 (0)10010
50
POS 1 lokalni presek 1-1
12
5 R16/15
4 R10/ 25
20 20
B
14
4 R10/ 25
1 R12/151 R12/152 R8/ 302 R8/ 30
POS 1 lokalni presek 2-2
7
13Detalj ojaanja slobodne ivice ploe (presek 3-3)
6 4R164 R10/25
4 (1)
7 R8/30
14
1 4R12/ 15 2 R8/30
7 8 L=88 (0)408
40
14
ipke - specifikacija
ozn. ob lik i m ere[cm ]
C lg[cm ]
n[kom ]
lgn[m ]
PO S 1 (1 kom )
1 530 RA2 12 530 238 1261.40
2 930 RA2 8 930 76 706.80
3
100
10
50
RA2 12 160 120 192.00
4 930 RA2 10 930 24 223.20
5 300 RA2 16 300 119 357.00
6 535 RA2 16 535 16 85.60
7
40
8
40
RA2 8 88 64 56.32
8
25 7 30
725
RA2 10 94 300 282.00
Specifikacija armature
8
15
ipke - rekapitulacija
[mm]
lgn[m]
Jedinicna teina[kg/m']
Teina[kg]
RA2
8 763.12 0.405 309.06
10 505.20 0.633 319.79
12 1453.40 0.911 1324.05
16 442.60 1.621 717.45
2670.36Ukupno
Rekapitulacija armature
16Donja zona varijanta 2 (sa mreama)
Za usvojeno MA 500/560 (v = 500 MPa = 50 kN/cm2):
mcm545
5040936
5005241186411A
2
a ..... ===
usvojeno: R-636glavna armatura: 9/10 (6.36 cm2/m)poprena armatura: 6/25 (1.13 cm2/m)
9
17Preklapanje mrea lan 163 PBAB 87
usvojeno: R-636preklop glavne armature (9): (4-1)25 = 75 cmpreklop poprene armature (6): (2-1)10 = 10 < 15 cm usv. 15 cm
18
4321
A
B
C
POS 2
500
500
POS 3
POS 2
POS 2
POS 3
POS 2
600 600 600
I-1R-
636
465x
215
I-1R-
636
465x
215
I-1R-
636
465x
215
I-1R-
636
465x
215
I-1R-
636
465x
215
I-1R-
636
465x
215
I-1R-
636
465x
215
I-1R-
636
465x
215
I-2R
-636
465x
175
I-1R
-636
465x
215
I-1R
-636
465x
215
I-1R
-636
465x
215
I-1R
-636
465x
215
I-1R
-636
465x
215
I-1R
-636
465x
215
I-1R
-636
465x
215
I-1R
-636
465x
215
I-2R
-636
465x
175
190
R
10/2
0
40
290
R
10/2
02
90R
10
/20
151851518515185151851518515185151851516025 200 25
POS 1 donja zona (varijanta sa mreama)
10
19
3 R8/ 30
A (C) 5 R16/154 R10/ 25
20 20
B
1 R10/20 I-1 R-636I-1 R-636
2 R10/20
I-1 R-636
2 R10 L=175 (0)100
10
65
1 R10 L=120 (0)120
14 14
12.5 12.5
4 R10/ 25
1-1 2-2
Detalji poprenog preseka varijanta MREE
20
Mree - specifikacija
Pozicija Oznakamree
B[cm]
L[cm]
n Jedinicna teina[kg/m2]
Ukupna teina[kg]
POS 1 (varijanta 2) (1 kom)
I-1 R-636 215 465 16 6.054 968.40
I-2 R-636 175 465 2 6.054 98.53
1066.93Ukupno
Mree - rekapitulacija
Oznakamree
B[cm]
L[cm]
n Jedinicna teina[kg/m2]
Ukupna teina[kg]
R-636 215 600 18 6.054 1405.74
1405.74Ukupno
Mree - plan secenja
POS 1 (varijanta 2)
R-636 (215 cm x 600 cm)
16xI-1 215 x 465
2xI-2 175 x 465
Specifikacija i rekapitulacija mrea
11
2121POS 3 - granino optereenje (1.6G+1.8P)
271.2339.0
406.8
406.8339.0
271.2
2.40
L0 = 4.80 L0 = 2.68
3.00 3.60
406.8 406.8
325.4
101.7
L0 = 4.80
L = 6.00
qu = 113 kN/m
(x qL)
325.4
A = 25 B = 1110 D =
25C =
1110
L = 6.00 L = 6.00
Mu
Tu
1.661.20
2.862.40 2.40
1.66 1.20
2.86 2.402.40
22
12
23
212U10/15
322
14
50
40
222322
222
212
222222
222
U10/25122
40
POS 3 preseci n
