Punim fizika ndertimore

Rigips
RSE
RSI
d R t T p p' S
[cm] [W/mK] [W/m K] [m K/W] [K] [ C] [kPa] [kPa] []
=0.80W/m K
RSE
RSI
T = C = W/m K =
T = C = W/m K =
Rigips
TRARET
SHTRES DRURI
V60+1
LESH QELQI
lamrin e brinjezuar
-
0.9
12.0
2.5
0.03
5.0
2.0
-
-
0.210
0.170
0.170
0.200
0.390
45.000
-
7.7
-
-
-
-
-
-
12.5
0.130
0.043
0.706
0.147
0.001
0.128
0.000
0.080
2.94
0.97
15.99
3.33
0.03
2.90
0.01
1.81
20.00
17.06
16.09
0.09
-3.24
-3.27
-6.18
-6.19
-8.00
-
1.169
0.465
0.433
0.426
0.323
0.363
0.248
-
2.338
1.945
1.829
0.615
0.467
0.466
0.363
0.363
0.310
20
30
30
38400
1
1000
0.18
3.60
0.75
11.52
0.05
20.00
R =
d
R =
1
R = R = m K/W c =
T - T
R
= W/m t = c R
p' =
0.288680 (1.098 + T/100)
0.004689 (1.468 + T/100)
i i
2
i
e e
2
[cm] [W/mK] [W/m K] [m K/W] [K] [ C] [kPa] [kPa] [m]
k i
2 i e
k
2
i i
8.02 za T > 0 C
12.3 za T 0 C
1.169
0.465 0.433
0.426 0.323
0.363
0.248
1.945
1.829
0.615
0.467
0.466
0.363 0.363
0.18
3.60
0.75
11.52
0.05
20.00
20 7.7 50 %
-8 12.5 80 %
d R t T p p' Sd
1.236 22.657
° α ϕ
° α ϕ
λ α
Σ ∆ ⋅





⋅
⋅
λ α ∆ µ
2 2
°
°
≤ °
TRARET
SHTRESDRURI
V60+1
LESHQELQI
lamrinebrinjezuar
Sd = dµ ⋅
U =
R
1
2

=0.52W/m K
d R t T p p' S
RSE
RSI
RSE
RSI
12.5
T = C = W/m K =
T = C = W/m K =
SUVA
BLLOK ARGJILE
PSE-stiropor
FASADA
-
2.0
16.0
5.0
1.0
-
1.400
0.470
0.038
1.400
7.7
-
-
-
-
0.130
0.014
0.340
1.316
0.007
0.080
1.93
0.21
5.05
19.52
0.11
1.19
20.00
18.07
17.86
12.81
-6.71
-6.81
-8.00
-
1.169
1.027
0.875
0.343
0.248
0.310
2.338
2.074
2.047
1.481
0.347
0.344
0.310
30
4
45
40
0.60
0.64
2.25
0.40
R =
d
R =
1
R = R = m K/W c =
T - T
R
= W/m t = c R
p' =
0.288680 (1.098 + T/100)
0.004689 (1.468 + T/100)
i i
2
i
e e
2
k i
2 i e
k
2
i i
8.02 za T > 0 C
12.3 za T 0 C
1.169
1.027
0.875
0.343
0.248
2.074 2.047
1.481
0.347 0.344
0.60 0.64 2.25 0.40
20 7.7 50 %
-8 12.5 80 %
d R t T p p' Sd
1.888 14.834
° α ϕ
° α ϕ
λ α
Σ ∆ ⋅





⋅
⋅
λ α ∆ µ
2 2
°
°
≤ °
SUVA
BLLOKARGJILE
PSE-stiropor
FASADA
U =
R
1
2
Sd = dµ ⋅

RSI
RSI
d R t T p p' S
Sd = d
=0.76W/m KU =
1`.099
RSI
RSI
T = C = W/m K =
T = C = W/m K =
Parket
Ibercuk
XPSE-stiropor i shtypur
B/A
Hapsire ajrore
Rigips
-
2.0
6.0
2.0
15.0
5.0
0.9
-
-
0.140
0.740
0.034
1.800
1.500
0.210
-
5.87
-
-
-
-
-
-
5.87
0.170
0.143
0.081
0.588
0.083
0.033
0.043
0.170
0.13
0.11
0.06
0.45
0.06
0.03
0.03
0.13
20.00
19.87
19.76
19.70
19.25
19.19
19.16
19.13
19.00
-
1.169
1.168
1.157
1.149
1.115
1.099
1.099
-
2.338
2.320
2.304
2.295
2.232
2.223
2.220
2.215
2.198
30
90
200
110
150
20
0.60
5.40
4.00
16.50
7.50
0.18
R =
d
R =
1
R = R = m K/W c =
T - T
R
= W/m t = c R
p' =
0.288680 (1.098 + T/100)
0.004689 (1.468 + T/100)
i i
2
i
e e
2
[cm] [W/mK] [W/m K] [m K/W] [K] [ C] [kPa] [kPa] [M]
k i
2 i e
k
2
i i
8.02 za T > 0 C
12.3 za T 0 C
1.169 1.168 1.157 1.149
1.115
2.320 2.304 2.295
2.232 2.223 2.220
2.215
0.60
5.40 4.00 16.50 7.50
0.18
20 5.87 50 %
19 5.87 50 %
d R t T p p' Sd
1.312 0.762
° α ϕ
° α ϕ
λ α
Σ ∆ ⋅





⋅
⋅
µ ⋅
λ α ∆ µ
2 2
°
°
≤ °
Parket
Ibercuk
XPSE-stiroporishtypur
B/A
Hapsireajrore
Rigips
R
1
2

- -RSE
RSI
d R t T p p' S
Sd = d
RSE
RSI
1.168
=0.50W/m K
8 100 =100 %T = C = W/m K=
T = C = W/m K =
ESTRIH
HIDROIZOLIM
B/A
ZHAVOR
-
6.0
5.0
1.0
12.0
30.0
-
1.400
0.034
0.190
1.800
1.700
5.87
-
-
-
-
-
-
0.170
0.043
1.471
0.053
0.067
0.176
0.000
1.03
0.26
8.91
0.32
0.40
1.07
0.00
20.00
18.97
18.71
9.79
9.47
9.07
8.00
8.00
-
1.169
1.168
1.163
1.089
1.082
1.074
1.169
2.338
2.193
2.158
1.212
1.187
1.155
1.074
1.074
30
200
14000
110
50
1.80
10.00
140.00
13.20
15.00
R =
d
R =
1
R = R = m K/W c =
T - T
R
= W/m t = c R
p' =
0.288680 (1.098 + T/100)
0.004689 (1.468 + T/100)
i i
2
i
e e
2
k i
2 i e
k
2
i i
8.02 za T > 0 C
12.3 za T 0 C
1.163
1.089 1.082 1.074
2.193
2.158
1.212 1.187 1.155
1.074
1.80
10.00 140.00 13.20 15.00
20 5.87 50 %
d R t T p p' Sd
1.980 6.062
° α ϕ
° α ϕ
λ α
Σ ∆ ⋅





⋅
⋅
µ ⋅
λ α ∆ µ
2 2
°
°
≤ °
ESTRIH
HIDROIZOLIM
B/A
ZHAVOR
U =
R
1
2

RSI
RSE
-8 100 =80 %T = C = W/m K° α ϕ
=0.55W/m K
RSE
RSE
T = C = W/m K =
SUVA
B/A
HIDROIZOLIM
TRAK DRENAZHE
-
2.0
15.0
1.0
5.0
1.0
-
1.400
1.800
0.190
0.034
7.7
-
-
-
-
-
-
0.130
0.014
0.083
0.053
1.471
0.053
0.000
2.02
0.22
1.29
0.82
22.83
0.82
0.00
20.00
17.98
17.76
16.47
15.65
-7.18
-8.00
-8.00
-
1.169
1.166
1.084
0.383
0.333
0.248
1.169
2.338
2.062
2.034
1.874
1.779
0.333
0.310
0.310
30
110
14000
200
14000
0.60
16.50
140.00
10.00
140.00
R =
d
R =
1
R = R = m K/W c =
T - T
R
= W/m t = c R
p' =
0.288680 (1.098 + T/100)
0.004689 (1.468 + T/100)
i i
2
i
e e
2
e
[cm] [W/mK] [W/m K] [m K/W] [K] [ C] [kPa] [kPa] [cm]
k i
2 i e
k
2
i i
8.02 za T > 0 C
12.3 za T 0 C
1.169
1.166
1.084
0.333
0.248
2.062 2.034
1.874
1.779
0.333
0.310
0.60
16.50 140.00
10.00
140.00
20 7.7 50 %
Materijal
d R t T p p' r
1.803 15.527
° α ϕ
λ α
Σ ∆ ⋅





⋅
⋅
λ α ∆ µ
2 2
°
°
≤ °
SUVA
B/A
HIDROIZOLIM
TRAKDRENAZHE
Sd = dµ ⋅
U =
R
1
2

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