R4 - Armare Grinzi Fundare, Ax B, C
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R4 - Armare Grinzi Fundare, Ax B, C
Transcript of R4 - Armare Grinzi Fundare, Ax B, C
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2 31
4
4 3
3Beton egalizare C 8/10
GRINDA FUNDARE -Axa ASc. 1:50
CTN -0.50
95 4.00 2.85 375
70 50 3.50 50 2.35 50
12 35 5 20 20 5
5 20 20 5 25 15 5
5
-1.50-1.40
-1.00
-0.40
-0.15-0.05
-0.40
2 3 41
4
42
2
1
1Beton egalizare C 8/10
GRINDA FUNDARE -Axa BSc. 1:50
CTN -0.50-0.40
-1.50-1.40
-1.00
-0.40
-0.15-0.05
12 35 5 20 20 5
5 20 20 5 25 15 10 5 20 15 5
5
73
43
70 50 3.50 50 2.35 50 3.475 50
95 4.00 2.85 3.975 325
2 3 41
5
5
5
5
5
5Beton egalizare C 8/10
GRINDA FUNDARE -Axa CSc. 1:50
CTN -0.50
-1.50-1.40
-1.00
-0.40
-0.15-0.05
-0.40
12 35 5 20 15 10
10 15 20 5 5 20 15 10 5 20 15 5
5
1.925 50 3.50 50 2.35 50 3.475 50
2.175 4.00 2.85 3.975 325
43
73
Sectiunea 7-7Sc.1:20
5 10 15
Placa b.s.a. - plasa 8/10cmHartie Kraft (folie polietilena)Strat pietris compactatStrat nisip compactatUmplutura pamant compactat
Beton egalizare C 8/10
-0.40
-0.75-0.65
-0.15-0.05
1030
1010
10
CTN -0.50
15 1530
2 37
7
-1.50-1.40
-1.00
-0.65
-0.40
-0.15-0.05
Beton egalizare C 8/10
GRINDA FUNDARE -Axa A'Sc. 1:50
-0.40CTN -0.50
10 5 10 15 10 15 5
5
375 2.85 375
50 2.35 50
Nume Semnatura
S.C. Euro DesignConstruct S.R.L.Sos. Mangaliei, nr. 74, ConstantaTel.0744 682508
DesenatProiectatSef proiect 05 '08
M. StanescuC. MafteiC. Maftei
Beton: C16/20, C8/10Otel: PC52, OB37a=3.50cm
R4
Pr.
5/ '08
ARMARE GRINZIFUNDATIE
AX A, A', B, CSECTIUNE 7-7
Sc.1:501:20
P.A.C.P.T.
Locuinta P+1E LIMANU, jud. CONSTANTA
str. Privighetoarei, nr. 19Beneficiar: Jipa George
Planul se citeste impreuna cu pansa R1, R3, R5.
