Download - Test Desen 2D in Allplan
Bloc beton simpluC.I.=-1.55 mC.S.=-0.70 m
Bloc beton simpluC.I.=-1.55 mC.S.=-0.70 m
Bloc beton simpluC.I.=-1.55 mC.S.=-0.70 m
Bloc beton simpluC.I.=-1.55 mC.S.=-0.70 m
Bloc beton simpluC.I.=-1.55 mC.S.=-0.70 m
Bloc beton simpluC.I.=-1.55 mC.S.=-0.70 m
2
2
1
C
1
B
A
D
E
C
3
B
3
A
D
E
PLAN COFRAJ FUNDATIIScara 1:50
GF1 -
35x6
0
GF3 -
35x6
0
GFA - 30x30
GF3 -
30x3
0
GFa - 35x60
GFc -
30x3
0
11
11
11
11
11
11
2 2
2 22
2
22
22
22
33
33
44
4460
10 5060
10 5060
60
60 5010
60
302.7
7535
2.10
353.6
035
3.35
3517
5 175
175 17
517
5 175
1515
10 5060
10 5060
10 5060
10 5060
30 4.875 35175 175
175 175175 175175 175
15
15
30
15
15
60 601.20 3.60 1.20 4.15
60 60
60 4.80 4.60 1510.15
75 75
35 4.45 35 4.275 30175 175 175 175 15 15
75 751.50
1.7085 85
851.5
070
3.05
6060
1.20
7575
1.50
175 17
517
5 175
175 17
517
5 175
6060
1.20
6060
1.20
7070
1.40
525 35 525
1.40
15
15
85 851.70
1.90 602.50
70 701.40
35 4.45 35 1.725 35 2.175 35
60 601.20
30
-0.70
-0.70
-0.70
-0.70
-0.70
-0.10
-0.10
-0.10
-0.10
-0.10
5010
6050
106050
1060
30-0.70 -0.70 -0.70
-0.10 -0.10-0.10
5010
60
-0.70-0.70
-0.10-0.1030 30 325
2830
325
325 30
Bloc beton simpluC.I.=-1.55 mC.S.=-0.70 m
Bloc beton simpluC.I.=-1.55 mC.S.=-0.70 m 13
.525
153.1
02.4
53.9
51.5
02.3
752.6
51.2
01.1
01.5
02.3
51.7
02.6
7535
8585
7575
6060
12.20
603.1
02.4
53.9
51.5
060
1.20
1.80
1.40
901.7
02.3
02.9
085
8580
1.50
6070
7060
60
Bloc beton simpluC.I.=-1.55 mC.S.=-0.70 m
Bloc beton simpluC.I.=-1.55 mC.S.=-0.70 m
1.7085 85
GFC - 35x60
GFA - 35x60
GFE - 35x60
GF2 -
35x6
0
GFD - 35x60
GFb - 35x60
2010
30
2010
30
352.7
535
2.10
355.1
035
30 10 20
-0.70 -0.70 -0.70
-0.40 -0.40
-0.10 -0.10-0.10
10 50
30 10 20
-0.70
-0.70
-0.70
-0.70
-0.40
-0.40
-0.10
-0.10
-0.10
-0.10
Bloc beton simpluC.I.=-1.55 mC.S.=-0.70 m
10.325
75 4.80 4.60 175
1.50 3.30 30 4.875 35
35 2.575 1.50 375 35 1.20 1.40 1.65 35
etr. ø
8 /20
PC52
4 ø 16 PC52
folie polietilena
pamant compactat - 30cmpietris - 10 cm
polistiren extrudat - 10 cm
placa suport pardoseala - 10 cm
teren natural
4 ø 16 PC52
Sectiune 1-1Scara 1:20
folie polietilena
pamant compactat - 30cmpietris - 10 cmpolistiren extrudat - 10 cm
placa suport pardoseala - 10 cm
teren natural
folie polietilena
pamant compactat - 30cmpietris - 10 cm
polistiren extrudat - 10 cm
placa suport pardoseala - 10 cm
teren natural
Sectiune 2-2Scara 1:20
4 ø 16 PC52
4 ø 16 PC52
etr. ø
8 /20
PC52
folie polietilena
pamant compactat - 30cmpietris - 10 cmpolistiren extrudat - 10 cm
placa suport pardoseala - 10 cm
teren natural
folie polietilena
pietris - 10 cmpolistiren extrudat - 10 cm
placa suport pardoseala - 10 cm
teren natural
Sectiune 3-3Scara 1:20
4 ø 16 PC52
4 ø 16 PC52
folie polietilena
pietris - 10 cmpolistiren extrudat - 10 cm
placa suport pardoseala - 10 cm
teren natural
4 ø 16 PC52
4 ø 16 PC52
etr. ø
8 /20
PC52
Sectiune 4-4Scara 1:20
etr. ø
8 /20
PC52
60
35
-0.70
-0.10
3010
1010
C16/20
60
35
-0.70
-0.10
C16/20
3010
1010
C16/20C16/20
35
-0.70
-0.40
-0.10
1010
1030
60
C16/20C16/20
6010
1010
30
-0.70
-0.40
-0.10
35
3010
1010
C16/20
h/l= 420 / 420 (0.18mp)
REFERAT / EXPERTIZA NR. / DATA:
Beneficiar:
Titlu proiect:
CROSS STRUCTURAL DESIGN S.R.L.Mihai Bravu, nr. 390, Bucuresti
Plansa:Titlu plansa:
CERINTA:VERIFICATOR
NUME Scara
Data:
SEMNATURASPECIFICATIE
PROIECTAT
DESENAT
SEF PROIECT
A1
Proiect nr.
Faza:
ing. Horia MihneaD.T.A.C.
ing. Cezarina Bran
ing. Stefan Crosman
03/2014
P12/2014PISTIREANU NASI IONUT
CONSTRUIRE LOCUINTA INDIVIDUALA, P+1E Str. Sfantul Pantelimon, nr. 23, oras Pantelimon, jud. Ilfov
R - 2PLAN COFRAJ FUNDATII. DETALII CARACTERISTICE
◘Zona de expunere la risc seismic -Conform normativului P 100-1/2013 " Cod de proiectare seismica - Partea I , ag = 0.30g IMR = 225 ani si Tc = 1.6 s ; ◘Adancimea maxima de inghet caracteristica zonei este de 80...90 cm- Conform STAS 6054-77;
◘Clasa de importanta -Conform normativului P100-1/2013, cladirea a fost incadrata in clasa III de importanta, caracterizata de valoarea asociata γ= 1.00;◘Categoria de importanta-Conform H.G.R. 766/1997, constructia se incadreaza in categoria "D" de importanta redusa;
◘Zona de expunere la vânt - Conform CR-1-1-4-2012 IMR = 50 ani (2% probabilitate anuala de depasire ) este qref=0.50kN/mp ;◘Zona de expunere cu zapada -Conform CR 1-1-3 -2012 " Cod de proiectare. 2% probabilitate de depasire, IMR = 50 ani, este s/0,k = 2.0 kN/m2;
Acoperiri cu beton:- fundatii - 4 cm- stalpi si grinzi - 2.5 cm- placi - 1.5 cm
1:50, 1:20
Beton:- C16/20 - beton grinzi de egalizare si blocuri de beton simplu infrastructura;- C20/25 - beton armat suprastructura;Otel Beton:- BST500 si STNB.