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Punim fizika ndertimore

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Punim fizika ndertimore

  1. 1. 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
  2. 2. =0.52W/m K [cm] [W/mK] [W/m K] [m K/W] [K] [ C] [kPa] [kPa] [] 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 [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 1.027 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 ⋅
  3. 3. RSI RSI [cm] [W/mK] [W/m K] [m K/W] [K] [ C] [kPa] [kPa] [] 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
  4. 4. - -RSE RSI [cm] [W/mK] [W/m K] [m K/W] [K] [ C] [kPa] [kPa] [] 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 XPSE-stiropor i shtypur 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 [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 1.163 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 XPSE-stiroporishtypur HIDROIZOLIM B/A ZHAVOR U = R 1 2
  5. 5. 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 XPSE-stiropor i shtypur 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 XPSE-stiroporishtypur TRAKDRENAZHE Sd = dµ ⋅ U = R 1 2

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