Program Fizika
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Transcript of Program Fizika
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VANJSKI ZID (NEVENTILISAN)
Materijalizacija:
1.Kreni malter 0.02m
2.Puna opeka 0.36m
3.Ljepilo 0.001m
4.Knauf termoizolacija (usvojeno 0.10m)
5.Fasadna buka 0.02m
R=d/ Udoz=0.45W/mK
R1=0.02/0.81=0.0246 0.45=
R2=0.36/1.05=0.342
-0.526=Rx
R3=0.001/0.8=0.00125 R4=1.694 d=1.694*0.041=0.06m
R4=x USVOJENO D=0.10m ,NR4=2.439
R5=0.02/0.7=0.0285 R=3.005 NU=0.33W/mK
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TEMPERATURE SLOJEVA
ZIMA
Ti=18,Te=-24
=(18-(-24))/3.005=13.97
i=13.97*0.13=1.816
1=13.97*0.0246=0.343
2=13.97*0.3428=4.788
3=13.97*0.00125=0.0174
4=13.97*2.439=34.07
5=13.97*0.0285=0.398
e=13.97*0.04=0.558
LJETO Te=55,Ti=18
=(55-18)/2.965=12.478
i=12.478*0.13=1.622
1=12.478*0.0246=0.306
2=12.478*0.342=4.26
3=12.478*0.00125=0.0155
4=12.478*2.439=30.43
5=12.478*0.0285=0.355
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PARODIFUZIJA
Ti=18 Te=-10
=9.317*Rs
i=9.317*0.13=1.211
1=9.317*0.0246=0.229
2=9.317*0.3428=3.186
3=9.317*0.00125=0.0116
4=9.317*2.439=22.724
5=9.317*0.0285=0.265
e=9.317*0.04=0.372
Pi=Pi*i=1.134 Pe=Pe*e=0.234
r=*d
r 1=0.2 r2=12.6 r3=0.015 r4=2 r5=0.6 r=15.415
P1=1.134-0.058*0.2=1.1224
P2=1.1224-0.058*12.6=0.3916
P3=0.391-0.058*0.15=0.382
P4=0.382-0.058*2=0.266
P5=0.266-0.058*0.6=0.234
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STABILNOST KONSTRUKCIJE NA LJETNI REIM
1.Kreni malter 0.02m C=1050,=1600
2.Puna opeka 0.36m C=880,=1200
3.Ljepilo 0.001m C=1050,=1500
4.Knauf termoizolacija 0.10m C=1260,=10
5.Fasadna buka 0.02m C=1050,=1050
b 1=
b 2=
b 3=
b 4=
b 5=
S=b*0.0085
S1=1666*0.0085=14.161
S2=1052.9*0.0085=8.95
S3=1122.4*0.0085=9.54
S4=22.7*0.0085=0.193
S5=1084.43*0.0085=8.77
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D=R*S
D1=0.0246*14.161=0.348
D2=0.342*8.95=3.06 D2=U2
D3=0.00125*9.54=0.0114
D4=2.439*0.193=0.469
D5=0.0285*8.77=0.250
D=4.138 =20.10
=166.08 min=15
KONSTRUKCIJA STABILNA NA LJETNI REIM
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RAVNI PROHODNI VENTILISANI KROV
Materijalizacija
1.Kreni malter 0.02m 2.AB Ploa 0.15m 3.Parna brana 0.003
4.Termoizolacija (usvojeno 0,15m) 5.Sloj zraka 6.Nosiva konstrukcija
7. Pokrov
R1=0.02/0.81=0.0246
R2=0.15/2.33=0.064
R3=0.003/0.19=0.015
Udoz=0.30W/mK
Rx=3.06 d=3.06*0.035=0.11 minimalna debljina
Usvojeno 0.15m , NR4=4.285 ,NU=0.21W/mK
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TEMPERATURA SLOJEVA
ZIMA Ti=18,Te=-24 R=4.55
=9.23*Rs
i=9.23*0.13=1.2
1=9.23*0.0246=0.22
2=9.23*0.064=0.590
3=9.23*0.015=0.138
4=9.23*4.285=39.55
e=9.23*0.04=0.369
LJETO
Te=30,Ti=18
=2.66*Rs
i=2.66*0.13=0.345
1=2.66*0.0246=0.065
2=2.66*0.064=0.170
3=2.66*0.015=0.0399
4=2.66*4.285=11.398
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PARODIFUZIJA
Ti=18,Te=-10
=6.153*Rs
i=6.153*0.13=0.799
1=6.153*0.0246=0.151
2=6.153*0.064=0.393
3=6.153*0.015=0.092
4=6.153*4.285=26.36
e=6.153*0.04=0.246
r=*d
r1=10*0.02=0.2
r2=0.15*90=13.5 r=142.7
r3=0.003*42000=126
r4=0.15*20=3
Pi=Pi*i=1.134 Pe=Pe*e=0.234
P1=1.134-0.0063*0.2=1.132
P2=1.132-0.0063*13.5=1.047
P3=1.047-0.0063*126=0.253
P4=0.253-0.0063*3=0.234
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MEUSPRATNA KONSTRUKCIJA IZNAD PODRUMA
Materijalizacija:
1.Kreni malter 0.02m =0.81
2.Termoizolacija x m(usvojeno0.03m) =0.035
3.Ljepilo 0.001m =0.8
4.AB Ploa 0.15m =2.33
5.Termoizolacija 0.04m =0.035
6.PVC folija 0.003m =0.19
7.Estrih 0.04m =1.61
8.Parket 0.02m =0.21
R8=0.095 R7=0.024 R6= 0.015 R5=1.142 R4= 0.064
R3= 0.00125 R2=X R1=0.0246
Udoz=0.50
Rx=R7=0.43 d=0.43*0.035=0.015 minimalna debljina
Usvojeno 0.03 m NR2=0.85 NU=0.41W/mK
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TEMPERATURE SLOJEVA
ZIMA
Ti=18 Te=-5 R=2.42
=9.50*Rs
i=9.50*0.13=1.235
1=9.50*0.095=0.902
2=9.50*0.024=0.228
3=9.50*0.015=0.142
4=9.50*1.141=10.83
5=9.50*0.064=0.608
6=9.50*0.00125=0.011
7=9.50*0.85=8.07
8=9.50*0.0246=0.233
e=9.50*0.07=0.665
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PARODIFUZIJA
Ti=18 Te=-10 R=2.42
=11.57*Rs
i=11.57*0.13=1.504
1=11.57*0.095=1.09
2=11.57*0.024=0.277
3=11.57*0.015=0.173
4=11.57*1.141=13.20
5=11.57*0.064=0.740
6=11.57*0.00125=0.0144
7=11.57*0.85=9.83
8=11.57*0.0246=0.284
e=11.57*0.07=0.809
Pi=Pi*i=1.134 Pe=Pe*e=0.234
r=*d
r1=0.3 r2=2.4 r3=126 r4=0.8 r5=13.5 r6=0.015 r7=0.6 r8=0.2
r=143.81
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P1=1.134-0.0062*0.3=1.1321
P2=1.1321-0.0062*2.4=1.1172
P3=1.1172-0.0062*126=0.336
P4=0.336-0.0062*0.8=0.331
P5=0.331-0.0062*13.5=0.247
P6=0.247-0.0062*0.015=0.246
P7=0.246-0.0062*0.6=0.242
P8=0.242-0.0062*0.2=0.234
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Povrsine ogradnih ploha
POVRINA PODA
1.A Poda =120.4m
POVRINA FASADE
I ETAA II ETAA
A Ukupno:324.3m
A Otvora:33.01m
A Zida:291.285m
POVRINA KROVA
A Krova:160.84m
Sjever:
A Ukupno:43.2m
A Otvora :3.6m
A Zida:39.6m
Istok:
A Ukupno:36.6m
A Otvora :3.6m
A Zida:33m
Jug:
A Ukupno:41.85m
A Otvora :5.76m
A Zida:36.09m
Zapad:
A Ukupno:40.5m
A Otvora :3.6m
A Zida:36.9m
Sjever:
A Ukupno:43.2m
A Otvora :2.88m
A Zida:40.32m
Istok:
A Ukupno:36.6m
A Otvora :7.85m
A Zida:28.75m
Jug:
A Ukupno:41.85m
A Otvora :4.925m
A Zida:36.925m
Zapad:
A Ukupno:40.5m
A Otvora :0.8m
A Zida:39.7m
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U=
U=
U=0.27W/mK
B Energetski razred
DIJAGRAM TEMPERATURA SLOJEVA
VANJSKI ZID
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DIJAGRAM TEMPERATURA SLOJEVA
MEUSPRATNA KONSTRUKCIJA
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DIJAGRAM TEMPERATURA SLOJEVA
RAVNI KROV