r-c4-1-g4
DESCRIPTION
R-C4-1-G4TRANSCRIPT
-
Beton : C20/25 ;Otel : PC 52; Scara
Sef proiect
Revizia nr.
Proiectat
Faza:
S.C. ALFA PROIECT & CONSULTING S.R.L.
Verificat Referat de verificare nr. ......... / 2014
Verificat
Tel:031/4172415 Mobil:0727/753763Sos. Colentina,Nr.26,Bl.64,Sc.B2,Et.6
C.U.I.18135280;R.C.J40/19291/2005
40 /2/ 2012Proiect nr.
Ing. Bogdan Guleac Cerinta: A1,A2
Adresa : strada Tabla Butii, nr. 5, sat Gheaba, comuna Maneciu, Judet PRAHOVA
Consolidare, extinderere si supraetajare corp C4
Ing. Macinic Florin
1:50
Expert Raport de expertiza nr. ......... / 2013Ing. Bogdan Guleac
Desenat
Ing. Macinic Florin
Ing. Mihnea Costache
PLAN COFRAJ SI ARMARE GRINZI CORP C4-1. SECTIUNI
+6.25
+5.80
????
115
????
113
Sectiune 1-1Scara 1:20
25
45
3114
????
110+6.25
var.
????
116
????
114
Sectiune 3-3Scara 1:20
25
????
111
var
var
14
var.
200 etr. var. ?8/10,Lmed=2.45m, PC52
+6.25
+5.80
????
116
????
113
Sectiune 2-2Scara 1:20
25
????
111
45
3114
+6.25
var.
????
117
????
114
Sectiune 4-4Scara 1:20
25
????
112
var
var
14
????
122????
124
????
115
????
113
Sectiune 1-1Scara 1:20
25
45
3114
????
110
var.
????
116
????
114
Sectiune 3-3Scara 1:20
25
????
126
var
var
14
200 etr. var. ?8/10,Lmed=2.45m, PC52
????
116
????
113
Sectiune 2-2Scara 1:20
25
????
125
45
3114
var.
????
117
????
114
Sectiune 4-4Scara 1:20
25
????
112
var
var
14
????
122????
124
+3.40
+2.95
+3.40
+2.95
+3.40 +3.40
39
1 etr.?10/10/20,L=1.45m, PC52
10
10
19
39
1 etr.?10/10/20,L=1.45m, PC52
10
10
19
10
10
19
var.
10
10
19
R=5d
DETALII FASONARE ARMATURILONGITUDINALE
scara 1:5
DETALII FASONARE ARMATURITRANSVERSALE
scara 1:5
R=4dbl
10d
d
AA1 A3 B1 B2B
8585
15 190 44
15 189
50 21.03 45 20 190 15 50 15 190 15 50
45
45 45
PLAN COFRAJ SI ARMARE GRINZI AX 1Scara 1:50
190
+3.40
+6.25
179 40 142.75 25 130.75 50 122.5 25 246.5 50 256 50 252.5 25 220.5 50
25 15 154 25 15 298.5 25 132.5 25 25 394 8.5 25 16.5 256 25 25 498 25 2520 195 500 440 310 555.5 17.5
2038
40 154 40 50 394 50 256 50 498 50
25 15 154 25 15 456 25 25 394 8.52516.5 256 25 25 498 25 2520 195 500 440 310 555.5 17.5
2038
AA1 A3 B1 B2B
21 45 19021 4915 15 190 18
45
190
45 44 45
858585
385110
40
1?14, L=4.40 m, PC52
15
1?14, L=11.55 m, PC52111
1125 1515 220
112
40
1?14, L=2.75 m, PC52
15
1140114
40
2?16, L=11.80 m, PC52970
113
40
2?16, L=10.10 m, PC5280
733
60 602?16, L=8.53 m, PC52115793
60 602?16, L=9.13 m, PC52116
590
60 60
2?16, L=7.10 m, PC52117
385110
40
1?14, L=4.40 m, PC52
15
1?18, L=3.70 m, PC52125
340 1515 220
112
40
1?14, L=2.75 m, PC52
15
1140114
40
2?16, L=11.80 m, PC52970
113
40
2?16, L=10.10 m, PC5280
2?14, L=6.90 m, PC52126
660 1515
etr. ????1015buc.
1
2?16, L=2.80m, PC52118
15
40 154 40 456 50 394 50 256 50 498 50etr. ????10
46buc.1 etr. ????10
39buc.1 etr. ????10
26buc.1 etr. ????10
50buc.1
50
123
9
5
10
60
30
60
105555
R100
R100 R100
239 171206
91
50 50
66
5
5
91
5050
66
4 123
9
50
2?14,L=5.67m, PC52122 2?14,L=4.38m, PC52123 2?14,L=5.07m, PC52124
etr. ????1015buc.
1 etr. ????1039buc.
1 etr. ????1026buc.
1 etr. ????1050buc.
1
733
60 602?16, L=8.53 m, PC52115793
60 602?16, L=9.13 m, PC52116
59060 6
0
2?16, L=7.10 m, PC52117
etr. ????1046buc.
1
603020 204020
etr. var.????1010buc.
200etr. var.????106buc.
200etr. var.????107buc.
200etr. var.????107buc.
200
etr. var.????1010buc.
200etr. var.????106buc.
200etr. var.????107buc.
200etr. var.????107buc.
200
2?14,L=0.70m,PC52
119 2?14,L=0.80m,PC52
120 2?14,L=1.00m,PC52
121
36 36 33
85
36 36 33
1
1
2
2
3
3
4
4
1
1
2
2
3
3
4
4
a
a
2???L=0.40
a
2???L=0.40
a
+3.40
+6.25
PLAN COFRAJ SI ARMARE GRINZI AX 1aScara 1:50
25 25 133 11 25 457 25 25
20 195 500 25740
AA1 A3
25 25 133 11 25 457 25 25
20 195 500 25740
AA1 A3
50 134 50 50
50 133 50 50
733 40
2?16, L=8.13 m, PC52107
40
733 40
1?18, L=8.13 m, PC52108
40
733
60 60
2?16, L=8.53 m, PC52109
246
etr. ????2011buc.
1
105
etr. ????1013buc.
1
105
247etr. ????10
11buc.1 etr. ????20
11buc.1
105etr. ????10
13buc.1
105etr. ????10
11buc.1
1
1
1
1
735 40
2?14, L=8.15 m, PC52103
735
40 402?14, L=8.15 m, PC52
40
105
735 40
1?12, L=8.15 m, PC52104
40
735
40 401?12, L=8.15 m, PC52106
73520 20
4?12, L=7.75 m, PC52101
20 20
2??, L=7.75 m, PC52102
etr. ???1011buc.
3 etr. ???204buc.
3 etr. ???1011buc.
3etr. ???1011buc.
3
etr. ????206buc.
1 etr. ????206buc.
1
a
a
2???L=0.40
a
2???L=0.40
a
ab
DETALIU ANCORARESPECIALA GRINZI
scara 1:5
d
>12
d
?
?
?
?
?
?
>2.5dEtrieri dupa armaturalongitudinala a stalpului
Armaturi pentruancorare speciala
a
3.5
Ing. Macinic Florin
+6.25
+5.80
????
????
Sectiune 1-1Scara 1:20
25
????
7
9
????
????
???
10
10
19
+6.25
+5.80
????
????
Sectiune 1-1Scara 1:20
25
????
10
10
19
35
75etr.?8/10, Lvar.=2.45m, PC52
8 8
35
75
Etrier variabil consola stalp
45
8
8
45
etr.?8/10, L=1.80m, PC52
35
35
3030
65
84
R10046
Etrier vertical consola stalp
3?16, L=####m, PC52
DETALII ARMARE CONSOLA STALP
456
456
313.5 25
2?16, L=2.80m, PC52118
10
60
30
60
105555
6045
14
14
A2
532.5
122.5 25 255 25 272.5 25 277.5 25 245.5
25 132.5
Plan nr. R-C4-1-G4Data: 09.2014
Beneficiar : Consiliul Local Maneciu prin administrator Liceul Tehnologic Maneciu
1.Conform legii constructorul este obligat sa anunte proiectantul in legatura cu orice necorcondanta dupa verificarea cu atentie a planurilor de executie;
2. RTE-ul va intocmi proceduri tehnice de executie pentru fiecare etapa de realizare a lucrarilorde executie si consolidare; 3. Barele de armatura se vor fasona la fata locului dupa masurarea in prealabil a dimensiunilor siadaptarea la situatia reala din teren; 4. Pe toata durata de executie a lucrarilor se vor respecta toate NORMELE DE PROTECTIE AMUNCII.
Nota: a)produsele din otel vor respecta specificatiile din STAS 438-1/2012 SI ST 009-2011; b)Pentru executarea lucrarilor de beton armat se va utila caietul de sarcini aferent proiectului sispecificatiile din NE012/2 NORMATIV PENTRU PRODUCEREA BETONULUI SI EXECUTAREA????????????????????????????????????????????????????????
?????????????????????????????????????????
c) Cantitatile de lucrari se vor deconta pe baza masuratorilor reale ;