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SOLUTIA 2
Termo si Hidro izolatie terasa si termoizolatie planseului pest
Calculul ECONOMIC:
a Termo si Hidro izolatie terasa
!olistiren e"pandat# $rosime %&cm
Adezi' pentru polistiren (lebeSpact)el *aumit
!lasa +bra sticla *aumit !remium
Adezi' de spacluire (lebeSpact)el *aumit
,rund Uni'ersal *aumit
Sapa de panta sau e$alizare - mecanizata si elicopterizata -pentru realizarea sistemului de termoizolare si )idroizolarela terasa necirculabila
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Emulsie bituminoasa )idroizolanta
COST TOTAL MATE.IALE /0ara T1A
COST MANO!E.A /0ara T1A
COST TOTAL EU.O /A.A T1A
a Termoizolatie planseu peste subsol
!olistiren e"pandat# $rosime %3cm
Adezi' pentru polistiren 4uoContact *aumit
!lasa +bra sticla *aumit !remium
Adezi' de spacluire (lebeSpact)el *aumit
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,rund Uni'ersal *aumit
Tencuiala decorati'a *aumit 4uoTop %#&5
4iblu polistiren ECO
COST TOTAL MATE.IALE /0ara T1A
COST MANO!E.A /0ara T1A
COST TOTAL EU.O /A.A T1A
COST IN1ESTITIE TOTALA SOLUTIA % 6EU.O7
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subsol
13618.94
4579.25
2202.62
16445.49
858.15
42291
Consum Normat = 1Cantitate Normata = 690Mod de livrare (Amala!" = #a$%et 0&25 m$Cantitate de livrat = 331.20 u$ #a$%et 0&25 m$'ret )nitate de amala! = 41.12 lei*aloare totala +ara ,*A = 13 618.94 lei
Consum Normat = 4.5Cantitate Normata = 3105
Mod de livrare (Amala!" = sa$ 25 -Cantitate de livrat = 124.20 u$ sa$ 25 -'ret )nitate de amala! = 36.87 lei*aloare totala +ara ,*A = 4 579.25 lei
Consum Normat = 1.1Cantitate Normata = 759Mod de livrare (Amala!" = rola 50 m#Cantitate de livrat = 15.18 u$ rola 50 m#'ret )nitate de amala! = 145.10 lei*aloare totala +ara ,*A = 2 202.62 lei
Consum Normat = 4.5Cantitate Normata = 11151Mod de livrare (Amala!" = sa$ 25 -Cantitate de livrat = 446.04 u$ sa$ 25 -'ret )nitate de amala! = 36.87 lei*aloare totala +ara ,*A = 16 445.49 lei
Consum Normat = 0.25Cantitate Normata = 172.5Mod de livrare (Amala!" = $utie 25 -Cantitate de livrat = 6.90 u$ $utie 25 -'ret )nitate de amala! = 124.37 lei
*aloare totala +ara ,*A = 858.15 lei
Consum Normat = 2.5Cantitate Normata = 6195Mod de livrare (Amala!" = sa$ 40 -Cantitate de livrat = 206.50 u$ sa$ 40 -'ret )nitate de amala! = 204.80 lei*aloare totala +ara ,*A = 42 291.20 lei
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21145.5
101.140,95 lei101140.95
43.321,65 lei
32102.80
Consum Normat = 2.5Cantitate Normata = 6195Mod de livrare (Amala!" = $utie 30 -Cantitate de livrat = 103.25 u$ $utie 30 -'ret )nitate de amala! =102.40 lei*aloare totala +ara ,*A = 21 145.50 lei
Consum Normat = 1
Cantitate Normata = 690Mod de livrare (Amala!" = #a$%et 0&25 m$Cantitate de livrat = 276 u$ #a$%et 0&25 m$'ret )nitate de amala! = 38.24 lei*aloare totala +ara ,*A = 10 554.24 lei
Consum Normat = 4.5Cantitate Normata = 3105Mod de livrare (Amala!" = sa$ 25 -Cantitate de livrat = 124.20 u$ sa$ 25 -'ret )nitate de amala! = 17.62 lei*aloare totala +ara ,*A = 2 188.40 lei
Consum Normat = 1.1Cantitate Normata = 759Mod de livrare (Amala!" = rola 50 m#Cantitate de livrat = 15.18 u$ rola 50 m#'ret )nitate de amala! = 99.00 lei*aloare totala +ara ,*A = 1 502.82 lei
Consum Normat = 4.5Cantitate Normata = 3105Mod de livrare (Amala!" = sa$ 25 -Cantitate de livrat = 124.20 u$ sa$ 25 -
'ret )nitate de amala! = 17.62 lei*aloare totala +ara ,*A = 2 188.40 lei
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12.597,50 lei
8531.82
8398;92
Consum Normat = 0.25Cantitate Normata = 172.5Mod de livrare (Amala!" = $utie 25 -Cantitate de livrat = 6.90 u$ $utie 25 -'ret )nitate de amala! = 124.37 lei*aloare totala +ara ,*A = 858.15 lei
Consum Normat = 2.5Cantitate Normata = 1725Mod de livrare (Amala!" = $utie 30 -Cantitate de livrat = 57.50 u$ $utie 30 -'ret )nitate de amala! = 133.49 lei*aloare totala +ara ,*A = 7 675.68 le
Consum Normat = 6Cantitate Normata = 4140Mod de livrare (Amala!" = $utie 100 u$
Cantitate de livrat = 41.40 u$ $utie 100 u$'ret )nitate de amala! = 20.00 lei*aloare totala +ara ,*A = 828.00 lei
25 795.70 lei
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10572.75
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%; !erete e"terior din beton - !E%
3 % 2 8
% /let de i#sos 0.003 0.18 1.03
2 ,en$uiala mortar de var si $iment 0.03 0.82 1.03
eton armat 0.3 0.38 1
8 ,en$uiala mortar de var si $iment 0.03 0.82 1.03
< i= 1i = 18
= e= 1e = 112
>
2; !erete e"terior din *CA - !E2
3 % 2 8
% /let de i#sos 0.003 0.18 1.03
2 ,en$uiala mortar de var si $iment 0.03 0.82 1.03
CA 0.3 0.25 1.05
8 ,en$uiala mortar de var si $iment 0.03 0.82 1.03
< i= 1i = 18
= e= 1e = 112
>
; !erete interior din beton - !I%
3 % 2 8
% /let de i#sos 0.003 0.18 1.03
2 ,en$uiala mortar de var si $iment 0.03 0.82 1.03
eton armat 0.3 0.38 1
8 ,en$uiala mortar de var si $iment 0.03 0.82 1.03
& /let de i#sos 0.003 0.18 1.03
9 i= 1i = 18
< e= 1e = 18=
8; !erete interior din *CA - !I2
3 % 2 8
% /let de i#sos 0.003 0.18 1.03
Nr;Crt;
Stratint; -? e"t;
δ[m]
λ6@m(7
a6-7
Nr;
Crt;
Strat
int; -? e"t;
δ[m]
λ6@m(7
a6-7
Nr;Crt;
Stratint; -? e"t;
δ[m]
λ6@m(7
a6-7
Nr;Crt;
Stratint; -? e"t;
δ[m]
λ6@m(7
a6-7
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2 ,en$uiala mortar de var si $iment 0.03 0.82 1.03
CA 0.3 0.25 1.05
8 ,en$uiala mortar de var si $iment 0.03 0.82 1.03
& /let de i#sos 0.003 0.18 1.03
9 i= 1i = 18
< e= 1e = 18
=
&; !laca peste subsol - !ss
Strat int; -? e"t;
3 % 2 8
% inisa! #ardoseala /resie 0.003 0.15 1.03
2 a#a de ealiare (mortar $iment" 0.05 0.82 1.03
'la$a eton armat 0.2 0.38 1
8 olatie din #olistirent 0.1 0.044 1
& Adeiv #e a de $iment 0.003 0.93 1
9 i= 1i = 18
< e= 1e = 18
=
<; !laca peste ultimul ni'el - !te
Strat int; -? e"t;
3 % 2 8
% /let de i#sos 0.003 0.18 1.032 ,en$uiala mortar de var si $iment 0.03 0.82 1.03
'la$a din eton armat 0.2 0.38 1
8 olatie din #olistiren 0.15 0.044 1
& a#a de ealiare (mortar $iment" 0.08 0.82 1.03
9 olie ariera $ontra va#orilor 0.002 0.044 1
< trat #ietris 0.1 0.7 1.05
= i= 1i = 18
> e= 1e = 16
%3
=; erestre !1C termopan - e%
3 % 2 8
% ti$la 0.005 1.15 1
2 Aer 0.014 0.026 1
Nr;Crt;
δ[m]
λ6@m(7
a6-7
Nr;Crt;
δ[m]
λ6@m(7
a6-7
Nr;Crt;
Stratint; -? e"t;
δ[m]
λ6@m(7
a6-7
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ti$la 0.005 1.15 1
& i= 1i = 18
9 e= 1e = 112
<
>; erestre !1C Tripan - e2
3 % 2 8
% ti$la 0.005 1.15 1
2 Aer 0.008 0.026 1
ti$la 0.005 1.15 1
8 Aer 0.008 0.026 1
& ti$la 0.005 1.15 1
9 i= 1i = 18
< e= 1e = 112
=
%3; Usi e"terioare !1C termopan - Ue%
3 % 2 8
% ti$la 0.005 1.15 1
2 Aer 0.014 0.026 1
ti$la 0.005 1.15 1
8 i= 1i = 18& e= 1e = 112
9
%%; Usi interioare metalice - Ui%
3 % 2 8
% ,ala tel 0.002 58 1
2 olatie #oliuretan $elular 0.05 0.042 1.15
,ala tel 0.002 58 18 i= 1i = 18
& e= 1e = 18
9
%2; Usi interioare din lemn - Ui2
Nr;Crt;
Stratint; -? e"t;
δ[m]
λ6@m(7
a6-7
Nr;Crt;
Stratint; -? e"t;
δ[m]
λ6@m(7
a6-7
Nr;Crt;
Stratint; -? e"t;
δ[m]
λ6@m(7
a6-7
Nr;Crt;
Stratint; -? e"t;
δ[m]
λ6@m(7
a6-7
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3 % 2 8
% :emn rad 0.05 0.35 1.1
& i= 1i = 18
9 e= 1e = 18
<
%; !erete beton .OST - !r%
3 % 2 8
% /let de i#sos 0.003 0.18 1.03
2 ,en$uiala mortar de var si $iment 0.03 0.82 1.03
eton armat 0.3 0.38 1
8 ,en$uiala mortar de var si $iment 0.03 0.82 1.03
& /let de i#sos 0.003 0.18 1.03
9 i= 1i = 18
< e= 1e = 18
=
%8; !erete *CA .OST- !r2
3 % 2 8
% /let de i#sos 0.003 0.18 1.03
2 ,en$uiala mortar de var si $iment 0.03 0.82 1.03
CA 0.3 0.25 1.058 ,en$uiala mortar de var si $iment 0.03 0.82 1.03
& /let de i#sos 0.003 0.18 1.03
9 i= 1i = 18
< e= 1e = 18
=
Nr;Crt;
Stratint; -? e"t;
δ[m]
λ6@m(7
a6-7
Nr;Crt;
Stratint; -? e"t;
δ[m]
λ6@m(7
a6-7
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& 9 < =
0.1854 0.016181 500 840
0.8446 0.03552 1700 840
0.38 0.789474 2600 840
0.8446 0.03552 1700 840
0.125
0.083
1.085
& 9 < =
0.1854 0.016181 500 840
0.8446 0.03552 1700 840
0.2625 1.142857 750 840
0.8446 0.03552 1700 840
0.125
0.083
1.438
& 9 < =
0.1854 0.016181 500 840
0.8446 0.03552 1700 840
0.38 0.789474 2600 840
0.8446 0.03552 1700 840
0.1854 0.016181 500 840
0.125
0.125
1.143
& 9 < =
0.1854 0.016181 500 840
λc6@m(7
Bc6@mD(7
ρ65$m³7
cp
65$(7
λc6@m(7
Bc
6@mD(7
ρ65$m³7
cp
65$(7
λc6@m(7
Bc6@mD(7
ρ65$m³7
cp
65$(7
λc6@m(7
Bc6@mD(7
ρ65$m³7
cp
65$(7
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0.8446 0.03552 1700 840
0.2625 1.142857 750 840
0.8446 0.03552 1700 840
0.1854 0.016181 500 840
0.125
0.125
1.496
& 9 < =
0.1545 0.019417 500 840
0.8446 0.0592 1700 840
0.38 0.526316 2600 840
0.044 2.272727 20 1460
0.93 0.003226 1800 840
0.125
0.125
3.131
& 9 < =
0.1854 0.016181 500 8400.8446 0.03552 1700 840
0.38 0.526316 2600 840
0.044 3.409091 20 1460
0.8446 0.094719 1700 840
0.044 0.045455 1800 1460
0.735 0.136054 1800 840
0.125
0.167
4.419
& 9 < =
1.15 0.004348 2700 840
0.026 0.538462 1.2 1007
λc6@m(7
Bc6@mD(7
ρ65$m³7
cp
65$(7
λc6@m(7
Bc6@mD(7
ρ65$m³7
cp
65$(7
λc6@m(7
Bc6@mD(7
ρ65$m³7
cp
65$(7
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1.15 0.004348 2700 840
0.125
0.083
0.755
& 9 < =
1.15 0.004348 2700 840
0.026 0.307692 1.2 1007
1.15 0.004348 2700 840
0.026 0.307692 1.2 1007
1.15 0.004348 2700 840
0.125
0.083
0.837
& 9 < =
1.15 0.004348 2700 840
0.026 0.538462 1.2 1007
1.15 0.004348 2700 840
0.1250.083
0.755
& 9 < =
58 3.4;05 7850 480
0.0483 1.035197 30 1460
58 3.45;005 7850 4800.125
0.125
1.285
λc6@m(7
Bc6@mD(7
ρ65$m³7
cp
65$(7
λc6@m(7
Bc6@mD(7
ρ65$m³7
cp
65$(7
λc6@m(7
Bc6@mD(7
ρ65$m³7
cp
65$(7
λc6@m(7
Bc6@mD(7
ρ65$m³7
cp
65$(7
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& 9 < =
0.385 1.3;01 550 2510
0.125
0.125
0.380
& 9 < =
0.1854 0.016181 500 840
0.8446 0.03552 1700 840
0.38 0.789474 2600 840
0.8446 0.03552 1700 840
0.1854 0.016181 500 840
0.125
0.125
1.143
& 9 < =
0.1854 0.016181 500 840
0.8446 0.03552 1700 840
0.2625 1.142857 750 8400.8446 0.03552 1700 840
0.1854 0.016181 500 840
0.125
0.125
1.496
λc6@m(7
Bc6@mD(7
ρ65$m³7
cp
65$(7
λc6@m(7
Bc6@mD(7
ρ65$m³7
cp
65$(7
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Orientare SU4
4imensiuni Cantitate upra0ata
- mm mm buc mp mp
2300 1300 24 71.76
228.96
2200 1300 24 68.64
1500 1300 24 46.81200 1300 24 37.44
600 600 12 4.32
4200 3800 2 31.92
163.786700 3800 2 50.92
10650 3800 2 80.94
1800 2100 4 15.12 15.12
333.06
499.59
Orientare NO.4
4imensiuni Cantitate upra0ata
- mm mm buc mp mp
2300 1300 24 71.76
243.04
1500 1300 24 46.8
2200 1300 24 68.64
1200 1300 24 37.44600 600 12 4.32
600 400 2 0.48
1800 800 2 2.88
2300 800 2 3.68
2200 800 4 7.04
1800 2100 2 7.56
9.661000 2100 1 2.1
395.12
592.69
Orientare EST
4imensiuni Cantitate upra0ata
- mm mm buc mp mp
1600 800 1 1.28
Elementan'elopa
Supra0atatotala
TI!E%
TipE2
TipUE%
Tip!e%
Tip!e2
Elementan'elopa
Supra0atatotala
TipE%
TipUE%
Tip!e%
Tip!e2
Elementan'elopa
Supra0atatotala
Tip
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600 800 12 5.76.
700 2100 6 8.82 8.82
131.68
197.52
Orientare 1EST
4imensiuni Cantitate upra0ata
- mm mm buc mp mp
1600 800 1 1.287.04
600 800 12 5.76
700 2100 6 8.82 8.82
131.68
197.52
Orientare O.IFONTALA
4imensiuni Cantitate upra0ata
- mm mm buc mp mp
1 690 690
ara Orientare
4imensiuni Cantitate upra0ata
- mm mm buc mp mp
1600 800 1 1.287.04
600 800 12 5.76
700 2100 6 8.82 8.82
131.68
197.52
E%
TipUE%
Tip!e%
Tip
!e2
Elementan'elopa
Supra0atatotala
TipE%
TipUE%
Tip!e%
Tip!e2
Elementan'elopa
Supra0atatotala
Tip!te
Elementan'elopa
Supra0atatotala
Tip!i%
TipUE%
Tip!e%
Tip!e2
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Elementul de constructieS
%; !erete e"terior din beton - !E% 991.54
2; !erete e"terior din *CA - !E2 1487.32; !erete interior din beton - !I% 526.72
8; !erete interior din *CA - !I2 1185.11
&; !laca peste subsol - !ss 676.00
9; !laca peste casa scarii - !cs 14.00
<; !laca peste ultimul ni'el - !te 690.00
=; erestre !1C termopan - e% 486.08
>; erestre !1C Tripan - e2 163.78
%3; Usi e"terioare !1C termopan - Ue% 42.42
%%; Usi interioare metalice - Ui% 22.68
%2; Usi interioare din lemn - Ui2 22.68
%; !erete beton .OST - !r% 78.30
%8; !erete *CA .OST- !r2 182.70
<=<,<*
<v=
*= 2433.6
11592
14025.6
<v= 2819.146
<,=
/= >(:!?@!"*
<= /?*=
u#ra+ata #ereti eterioriB 2478.86
6mp7
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. G/"l r . %.
6@(7 6@(7 6-7 6@mp(7
1.08 82.5 0.08 0.75 0.8 1.23
1.43 176 0.12 0.75 1.1 0.931.14 44 0.08 0.75 0.9 1.17
1.49 49.5 0.04 0.75 1.1 0.89
3.13 27.5 0.04 0.75 2.3 0.43
0.87 5.5 0.39 0.75 0.7 1.53
4.41 33 0.05 0.75 3.3 0.30
0.75 71.5 0.15 0.75 0.6 1.78
0.84 22 0.13 0.75 0.6 1.59
0.75 3.3 0.08 0.75 0.6 1.78
1.28 6.6 0.29 0.75 1.0 1.04
0.38 6.6 0.29 0.75 0.3 3.51
1.14 11 0.14 0.75 0.9 1.17
1.49 11 0.06 0.75 1.1 0.89
550
m$
D
0&34n 0.657691
9224.509
6G/"l7A
6mp(@7 6mp(@7
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L
6@(7
1224.1
1386.8616.0
1060.5
288.0
21.5
208.6
864.1
260.0
75.4
23.6
79.6
91.6
163.5
6363.3
CoeE$ient de$u#la! termi$
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%; .ezistentele termice corectate con0orm cerintelor minime
Elementul de constructieS .reala
6mp7 6mp(@7
1. 'erete eterior din eton ';1 991.54 0.8
2. 'erete eterior din CA ';2 1487.32 1.1
3. 'erete interior din eton '1 526.72 0.94. 'erete interior din CA '2 1185.11 1.1
5. 'la$a #este susol 'ss 676.00 2.3
6. 'la$a #este $asa s$arii '$s 14.00 0.7
7. 'la$a #este ultimul nivel 'te 690.00 3.3
8. erestre '*C termo#an e1 486.08 0.6
9. erestre '*C ,ri#an e2 163.78 0.6
10. )si eterioare '*C termo#an )e1 42.42 0.6
11. )si interioare metali$e )i1 22.68 1.0
12. )si interioare din lemn )i2 22.68 0.3
13. 'erete eton , 'r1 78.30 0.914. 'erete CA , 'r2 182.70 1.1
HJ >228;&% FGDH
2; 4eterminarea perioadei de incalzire a cladirii de re0erinta
4eterminarea temperaturii de ec)ilibru si perioada de incalzire reala
Ied= IiJK/< 16.119
Luna Ked Ke
C C
Iulie 16.119 22
Au$ust 16.119 21.2
Septembrie 16.119 16.9
Octombrie 16.119 10.8
Noiembrie 16.119 5.2
4ecembrie 16.119 0.2
Ianuarie 16.119 2.4
ebruarie 16.119 0.1
Martie 16.119 4.8
Aprilie 16.119 11.3
Mai 16.119 16.7
Iunie 16.119 20.2
!erioada de incalzire
; !ierderile de caldura ale cladirii de re0erinta
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QL= 765950.09438
8; Aporturile de caldura ale cladirii de re0erinta
L/= Li Ls
Valori medii ale intesitatii radiatiei solare pentru perioada de incalzir It/mp ianuarie 0ebruarie
N 13.6 20.7
S 76.7 106.9
E 30.9 53.9
1 30.9 53.9
Aporturi solare pe orientari
Orientare $
;1 228.96 0.6
;2 163.78 0.6;1N 243.04 0.6
;1; 7.04 0.6
;1* 7.04 0.6
);1 15.12 0.6
);1N 9.66 0.6
);1; 8.82 0.6
);1* 8.82 0.6
Ki= 4
Ki,= 19320
36425.21G
L/= K/t= 206312.39197
&; Necesarul de caldura pentru incalzirea cladirii de re0erinta
Qh= 562732.39
= LLl 0.2693548751
J=1a1a1 0.9828039652
a= 3.2793333333
a0= 0.8
@0= 30 %
@= 74.38 %
H( Ii-Ie)t=
A 6mD7
K/=
L:JL/
a0@@0
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Consumul de energie pentru incalzire, Qfh
L+%= L%Lt%
'ierderi de $aldura datorate instalatiei de in$alire& Lt%
Lt%= LemLd
'ierderi de $aldura datorate unui sistem nonideal de transmisie& Lem
Lem=Lem&strLem&$
'ierderi de $aldura datorate de distriutia neuni+orma a tem#eraturii& Lem&str
Jem= 0.93
'ierderi de $aldura $auate elementelor de relare& Lem&$
J$= 0.94
'ierderi de $aldura #e reteaua de distriutie& Ld
Fona di da
6m7 6m7
Subsol 0.1 0.24Coloane 0.04 0.48
.acorduri 0.015 0.19
Consumuri de energie pentru prepararea apei calde menajere, Qacm
La$m=La$La$&$La$&d
Ne$esarul de $aldura #entru #re#arare a$m& La$
O= 983.2 FD/m$H
$= 4.183 FD!DDH
*a$=a?Nu1000 5553.2925
a= 70 FlomiH
Nu=i?lo$ 217 Fnr #ersH
Lem&str=(1Jem"Jem?L%
Lem&$=(1J$"J$?L%
Ld=>)iP?(ImIai"?:i?t%
La$=O?$?*a$?(Ia$Iar"
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Ia$= 60 FCH
Iar= 10 FCH
'ierderi a+erente risi#ei a#ei $alde& La$&$
O= 983.2 FDm$H$= 4.183 FD!DDH
*a$&$= 1189.99125 Fm$anH
Ia$&$= 60 FCH
Iar= 10 FCH
'ierderi de $aldura #e reteaua de distriutie& La$&d
Fona di da
6m7 6m7
Subsol 0.04 0.052
Coloane 0.032 0.045
.acorduri 0.015 0.019
Consumuri energiei pentru iluminat, Wil
,i# a#. Nr. A#art.
Fm#H
3 $am 63 36
4 $am 77 12
il= 38147.34 FD%anH
Energia primara
;#=L+&%&l?+%&lL+&G&l?+G&lil?+&&l
L+&%&l= 689135.61 FD%anH
L+&G&l= 395590.04594 FD%anH
il= 38147.34 FD%anH
+%=+G= 1.1 F-D%H
El= 2.8
La$&$=>O?$?*a$&$?(Ia$&$Iar"
La$&d=>)iP?(ImIai"?:i?t<
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Emisia de CO2
;$o2=L+&%&l?+%&$o2L+&G&l?+G&$o2il?+&&$o2
L+&%&l= 689135.61 FD%anHL+&G&l= 395590.04594 FD%anH
il= 38147.34 FD%anH
+%=+G= 0.205 F-DG%H
El= 0.09
Indicele de emisie CO2
$o2=;$o2Ain$ 46.43
Notarea ener$etica a cladirii de re0erint
Certicare energetica
Consumul anual specic de energie pentru cladire
Qin$= Lin$Ain$ 166.45787686
Lin$=L+%= 689135.61 FD%anH
Ain$= 4140 Fm#H
Consumul annual specic pentru prepararea apei calde
Qa$m=La$mAin$= 81.903
Consumul annual specic pentru iluminat
Gil=ilAin$= 9.214
Consumul total annual specic de energie
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Qtot=Qin$Qa$mGil 257.57
!enaliz"ri aplicate apartamentului si moti#area acestora$
'0 = 1.114377642 du#a $um ur
CoeE$ient de #enaliare a notei a$ordate $ladirii
CoeE$ient de #enaliare +un$Rie de utiliarea uSii de intrare Tn $ldire $ldirii
CoeE$ient de #enaliare +un$Rie de starea elementelor de Tn$%idere moile d
$oeE$ient de #enaliare +un$Rie de starea Enisa!elor eterioare ale #ereRilor
$oeE$ient de #enaliare +un$Rie de starea #ereRilor eteriori din #un$t de ve
%ota energetica
N=e#(1?Qtot?#02"
N=100
Qtot?#0= 287.0357222
1& 2 $oeE$ienRi numeri$i determinaRi din taelul .4.2 Tn +un$Rie de $aul d
1= 0.001053 2=
#o =
Q,m $onsumul s#e$iE$ anual normal de enerie minim& oRinut #rin Tnsumar
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a cladirii
t Kem
zile C
0
5.66
0
28
31
30
31
31
28
31
26
0
0
29 zile
5.000
0.000
5.000
10.000
15.000
20.000
25.000
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-%an
martie aprilie mai iunie iulie au$ust septembrie
30 39.6 65.9 76.9 70.1 73.7 51.2
103.5 94.8 91.6 96.8 94.9 138.1 136.8
65.9 76 74.9 79.6 72.2 78 84.6
65.9 76 74.9 79.6 72.2 78 84.6
) 3 0 s As 6mD7 s 6@7
0.80 1 1 0.75 0.75 82.43 8003.16
0.80 1 1 0.75 0.75 58.96 5724.840.80 1 1 0.75 0.75 87.49 2157.62
0.80 1 1 0.75 0.75 2.53 134.35
0.80 1 1 0.75 0.75 2.53 134.35
0.80 1 1 0.75 0.75 5.44 528.51
0.80 1 1 0.75 0.75 3.48 85.76
0.80 1 1 0.75 0.75 3.18 168.31
0.80 1 1 0.75 0.75 3.18 168.31
17105.21
m2 13790
-%an
FD%anH
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689135.61FD%anH
126403.22FD%anH
78275.29FD%H
42356.20FD%H
eE$ienta sistemului de transmitere a $aldurii in +un$tie de ti#ul $or#ului de in$alire
35919.0886138562 FD%H
eE$ienta sistemului de relare
48127.93FD%anH
Li La Ui Km Kai t) d
6m7 6m7 6@m(7 6C7 6C7 6)7 6(@)an7
100 1.5 1.395265 70 10 5664 48127.9344 4 0.989785 70 20 5736 13625.77
1150 4 0.734363 70 20 5736 243049.98
395590.045940496 FD%anH
317210.66984775 FD%anH
Fm$anH
25550 FlomanH
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67973.714967375 FDG%anH
5UV30 FlomiH
10405.6611253706 FD%anH
Li Ui Km Kai tH d
6m7 6@m(7 6C7 6C7 6)7 6(@)an7
50 0.475144 60 10 8760 10405.66
22 0.40916 60 10 8760 3942.666
540 0.17836 60 10 8760 42185.79
il ,otal a# il total
FD%anH FD%anH FD%anH
693 2494833171.6
685.3 8223.6
1300010.77373724 FD%anH
+a$torul de $onversie in enerie #rimara #entru aul natural
+a$torul de $onversie in enerie #rimara #entru enerie ele$tri$a
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225802 FDanH
+a$torul de emisie la arderea aului naturalWse a#li$a la sursa
+a$torul deemisie la enerie ele$tri$a
FD$o2m#anH
FDG%m#anH
FDG%m#anH
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eaa
in s#aRiile $omune
teriori
ere al $onRinutului de umiditate al a$estora
84.312 #entru (Q ?#0"V Q,mF -% m#anH
#entru (Q?#0"UQ,mF-%m#anH
Tn$adrare a $ldirii din #un$t de vedere al utilitRilor eistente $on+orm taelului .4.1&
4.73677
a valorilor minime din s$alele enereti$e #ro#rii utilitRilor eistente a#li$aile& $on+orm
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Ied
Ie
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octombrie noiembrie decembrie It
25.2 15.3 11.7 24.66
125.7 73.3 68.9 97.10
66 33 27.3 53.01
66 33 27.3 53.01
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'ierdere nere$u#eraila
'ierdere re$u#erata
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'1= 1.01
'2= 1.01
'3= 1.02
'8= 1.05
'9= 1.02
. .4.1.