calculul necesarului de caldura
DESCRIPTION
cTRANSCRIPT
-
Den
um
irea
Orie
nta
rea
Lim
ea
n
lim
ea
Su
pra
- faa
Nu
mr
Su
pra
- faa
de
sczu
t
Su
pra
- fa
de
calc
ul
Rezis
ten
a
term
ic
corecta
ta
Coefic
ien
t de
masiv
itate
te
rmic
m
Dife
ren
a d
e
tem
pera
tur
Dt
Pie
rd
erea d
e
cld
ur
prin
tr
an
sm
isie
QT
Ad
aos p
en
tru
orie
nta
re
Ad
aos c
om
pen
s.
su
pra
fee
reci
Facto
r to
tal d
e
core
cie
prin
ad
aos
Pie
rd
erea d
e
cld
ur
prin
tran
sm
isie
QT
Volu
mu
l n
cp
erii
Nu
mru
l de
sch
imb
uri d
e a
er
pe o
r
Necesar d
e
cld
ur
pen
tru
nclz
irea
aeru
lui in
filtrat
Qi
Necesaru
l de
cld
ur
al
ncp
erii Q
- - m m m2
- m2
m2
[(m2K)/W] -
oC W % % - W m W W
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
656 2,374 16,361
D01 22 C -21 C Ch= 2.5 m
PE S 5.10 2.50 12.75 1 1.26 11.49 2.885 1.01 43 172.23
FE S 0.90 0.70 0.63 2 1.26 0.500 1.20 43 130.03
Qs 13.34 1 13.34 0 417.14 Rm= 3.87
64.68 719.40 -5.0 5.65 1.01 724 33 1.00 400 1,124
D02 24 C -21 C Ch= 2.5 m
Qs 19.16 1 19.16 37 210.52 Rm= 14.47
82.32 210.52 0.0 0.00 1.00 211 48 1.00 495 705
D03 22 C -21 C Ch= 2.5 m
PE N 5.10 2.50 12.75 1 1.26 11.49 2.885 1.01 43 172.23
FE N 0.90 0.70 0.63 2 1.26 0.500 1.20 43 130.03
Qs 17.70 1 17.70 0 470.45 Rm= 4.36
78.40 772.71 5.0 5.40 1.10 853 44 1.00 531 1,384
D04 22 C -21 C Ch= 2.5 m
Qs 39.95 1 39.95 37 214.69 Rm= 26.78
155.40 214.69 0.0 0.00 1.00 215 100 0.50 516 730
D05 22 C -21 C Ch= 2.5 m
PE N 4.20 2.50 10.50 1 1.26 9.24 2.885 1.01 43 138.50
FE N 0.90 0.70 0.63 2 1.26 0.500 1.20 43 130.03
Qs 14.42 1 14.42 0 580.52 Rm= 3.44
67.84 849.05 5.0 5.90 1.11 942 36 1.00 433 1,374
D06 22 C -21 C Ch= 2.5 m
PE E 1.70 2.50 4.25 1 0.63 3.62 2.885 1.01 43 54.26
FE E 0.90 0.70 0.63 1 0.63 0.500 1.20 43 65.02
Qs 4.04 1 4.04 0 174.53 Rm= 4.22
28.83 293.81 0.0 5.50 1.06 310 10 1.50 182 492
D07 22 C -21 C Ch= 2.5 m
PE E 1.22 0.25 0.31 1 0.63 -0.33 2.885 1.01 43 -4.87
FE E 0.90 0.70 0.63 1 0.63 0.500 1.20 43 65.02
Qs 2.91 1 2.91 0 135.33 Rm= 49.46
224.82 195.48 0.0 0.00 1.00 195 7 1.50 131 326
D08 18 C -21 C Ch= 2.5 m
PE E 3.00 2.50 7.50 1 7.50 2.885 1.01 39 101.96
PE S 4.20 0.25 1.05 1 1.26 -0.21 2.885 1.01 33 -2.42
FE S 0.90 0.70 0.63 2 1.26 0.500 1.20 39 117.94
CALCULUL NECESARULUI DE CALDURA
CAMERA
HOL
CAMERA
G.S. 1
G.S. 2
CAMERA C.T.
-
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Qs 14.42 1 14.42 0 428.86 Rm= 4.15
68.84 646.34 0.0 5.40 1.05 681 36 1.50 589 1,270
D09 18 C -21 C Ch= 2.5 m
PE S 2.27 2.50 5.68 1 5.68 2.885 1.01 39 77.15
Qs 8.12 1 8.12 0 268.21 Rm= 6.29
55.74 345.36 -5.0 5.30 1.00 346 20 1.00 221 567
P01 22 C -21 C Ch= 2.8 m
PE S 5.10 2.80 14.28 1 2.94 11.34 2.885 1.01 43 169.98
UE E 1.40 2.10 2.94 1 2.94 0.500 1.20 43 303.41
PE N 5.10 2.80 14.28 1 2.70 11.58 2.885 1.01 37 149.36
FE N 0.90 1.50 1.35 2 2.70 0.500 1.20 37 239.76
Qs 38.07 1 38.07 0 0.00 Rm= 7.34
147.26 862.50 5.0 5.00 1.10 949 107 0.50 640 1,588
P02 22 C -21 C Ch= 2.8 m
PE S 2.40 2.80 6.72 1 2.94 3.78 2.885 1.01 43 56.66
UE E 1.40 2.10 2.94 1 2.94 0.500 1.20 43 303.41
Qs 12.04 1 12.04 37 0.00 Rm= 8.40
81.76 360.07 5.0 0.00 1.05 378 34 0.00 0 378
P03 22 C -21 C Ch= 2.8 m
PE N 4.20 2.80 11.76 1 11.76 2.885 1.01 43 176.27
PE E 3.90 2.80 10.92 1 2.70 8.22 2.885 1.01 37 106.02
FE E 0.90 1.50 1.35 2 2.70 0.500 1.20 37 239.76
Qs 14.42 1 14.42 0 0.00 Rm= 5.88
71.40 522.05 5.0 5.40 1.10 576 40 0.00 0 576
P04 24 C -21 C Ch= 2.8 m
PE E 2.90 2.80 8.12 1 2.70 5.42 2.885 1.01 45 85.02
FE E 0.90 1.50 1.35 2 2.70 0.500 1.20 45 291.60
Qs 5.38 1 5.38 0 0.00 Rm= 4.43
37.08 376.62 0.0 5.60 1.06 398 15 0.00 0 398
P05 22 C -21 C Ch= 2.8 m
PE E 4.70 2.80 13.16 1 13.16 2.885 1.01 43 197.26
PE S 4.20 2.80 11.76 1 4.05 7.71 2.885 1.01 43 115.57
FE S 0.90 1.50 1.35 3 4.05 0.500 1.20 43 417.96
PE V 3.00 2.80 8.40 1 2.10 6.30 2.885 1.01 43 94.43
UE V 1.00 2.10 2.10 1 2.10 0.500 1.20 43 216.72
Qs 20.56 1 20.56 0 0.00 Rm= 3.96
91.80 1,041.94 0.0 5.50 1.06 1,099 58 0.00 0 1,099
P06 22 C -21 C Ch= 2.8 m
PE S 2.40 2.80 6.72 1 2.90 3.82 2.885 1.01 43 57.29
UE S 1.38 2.10 2.90 1 2.90 0.500 1.20 43 299.07
Qs 3.71 1 3.71 0 0.00 Rm= 3.59
28.42 356.36 -5.0 5.60 1.01 359 10 0.00 0 359
E01 22 C -21 C Ch= 2.8 m
PE S 5.10 2.80 14.28 1 14.28 2.885 1.01 43 214.05
PE N 5.10 2.80 14.28 1 14.28 2.885 1.20 43 255.39
AC 32.50 1 32.50 3.769 1.13 43 418.12
SALON
HOL
CAMERA
BAIE
BUCATARIE
WINDFANG
CAMERA
-
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Qs 32.50 1 32.50 0 0.00 Rm= 5.75
113.44 887.56 5.0 5.40 1.10 980 91 0.00 0 980
E02 22 C -21 C Ch= 2.8 m
PE N 5.10 2.80 14.28 1 14.28 2.885 1.01 43 214.95
FE N 0.90 1.20 1.08 1 1.08 0.500 1.20 43 111.46
AC 13.39 1 18.64 3.769 1.13 43 239.81
Qs 13.39 1 13.39 0 0.00 Rm= 5.93
74.66 566.22 0.0 4.90 1.05 594 37 0.00 0 594
E03 22 C -21 C Ch= 2.8 m
PE N 4.20 2.80 11.76 1 11.76 2.885 1.01 43 176.27
PE E 3.90 2.80 10.92 1 2.70 8.22 2.885 1.01 37 106.02
FE E 1.50 0.90 1.35 2 2.70 0.500 1.20 37 239.76
AC 14.42 1 14.42 3.769 1.13 37 159.63
Qs 14.42 1 14.42 0 0.00 Rm= 4.50
71.40 681.68 5.0 5.90 1.11 756 40 0.00 0 756
E04 24 C -21 C Ch= 2.8 m
PE E 2.90 2.80 8.12 1 2.70 5.42 2.885 1.01 45 85.02
FE E 0.90 1.50 1.35 2 2.70 0.500 1.20 45 291.60
AC 5.71 1 5.71 3.769 1.13 45 76.88
Qs 5.71 1 5.71 0 0.00 Rm= 3.86
38.86 453.50 0.0 5.00 1.05 476 16 0.00 0 476
E05 22 C -21 C Ch= 2.8 m
PE E 3.90 2.80 10.92 1 10.92 2.885 1.01 43 163.68
PE S 6.60 2.80 18.48 1 2.70 15.78 2.885 1.01 43 236.53
FE S 0.90 1.50 1.35 2 2.70 0.500 1.20 43 278.64
PE V 3.00 2.80 8.40 1 8.40 2.885 1.01 43 125.91
AC 21.00 1 21.00 3.769 1.13 43 270.17
Qs 21.00 1 21.00 0 0.00 Rm= 4.10
98.00 1,074.93 0.0 5.80 1.06 1,137 59 0.00 0 1,137
E06 24 C -21 C Ch= 2.8 m
AC 3.44 1 3.44 3.769 1.13 45 46.31
Qs 3.44 1 3.44 0 0.00 Rm= 27.09
27.88 46.31 0.0 0.00 1.00 46 10 0.00 0 46
CAMERA
BAIE
DORMITOR
BAIE
HOL