test desen 2d in allplan

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 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



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


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


teren natural

folie polietilena

pamant compactat - 30cmpietris - 10 cm

polistiren extrudat - 10 cm


teren natural


4 ø 16 PC52

4 ø 16 PC52

etr. ø

8 /20

PC52

folie polietilena

pamant compactat - 30cmpietris - 10 cmpolistiren extrudat - 10 cm


teren natural

folie polietilena

pietris - 10 cmpolistiren extrudat - 10 cm


teren natural


4 ø 16 PC52

4 ø 16 PC52

folie polietilena

pietris - 10 cmpolistiren extrudat - 10 cm


teren natural

4 ø 16 PC52

4 ø 16 PC52

etr. ø

8 /20

PC52


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.

test desen 2d in allplan

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