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gs7-gs10 14

This document provides a bill of materials for rebar (reinforcing steel) for a construction project. It lists the quantities, sizes, and lengths of rebar needed for the foundation, first floor, second floor, and roof at various elevations. Specifically, it outlines 11 items consisting of rebar diameters ranging from 8-16 mm, with quantities of bars ranging from 1-4 bars and total lengths ranging from 3.55-24.30 meters. All rebar is grade BST500S and bent according to project drawings scaled at 1:50.

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Alina T
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342 views1 page

gs7-gs10 14

This document provides a bill of materials for rebar (reinforcing steel) for a construction project. It lists the quantities, sizes, and lengths of rebar needed for the foundation, first floor, second floor, and roof at various elevations. Specifically, it outlines 11 items consisting of rebar diameters ranging from 8-16 mm, with quantities of bars ranging from 1-4 bars and total lengths ranging from 3.55-24.30 meters. All rebar is grade BST500S and bent according to project drawings scaled at 1:50.

Uploaded by

Alina T
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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PLAN ARMARE GRINDA Gs7-25x40 cm, 1 bucata

PLAN ARMARE GRINDA Gs8-25x40 cm,1 bucata EXTRAS DE ARMATURA GRINZI Gs7,Gs8,Gs9 SI Gs10 PARTER-ETAJ 2
PARTER, ETAJUL 1, ETAJUL 2, COTE +3.10, +6.25, +9.40 PARTER, ETAJUL 1, ETAJUL 2,
Lungimi in ml

Scara 1:50 COTE +3.10, +6.25, +9.40 Marca Diametru


Numarul
de bare
A unei
Pe diametre

2
OB37 BST500S
3 Scara 1:50 5
bare
Φ8 Φ8 Φ10 Φ14 Φ16 Φ18
1 18 2 3.65 7.30
7.50 3.85 2 14 3 8.10 24.30
30 5.10 2.10 3.55 30 3 18 1 4.25 4.25
4 18 2 5.7 11.40
30 80 3.20 80 30 2.10 25 80 1.60 80 40
etr. I8/20, BST500S, etr. I8/10, BST500S, 5 16 3 4.85 14.55
etr. I8/10, BST500S, etr. I8/20, BST500S, etr. I8/10, BST500S, etr. I8/10, BST500S, etr. I8/10, BST500S,
15 9 bucati 15 15 bucati 15 9 bucati 15 22 bucati 15 9 bucati 15 7 bucati 15 9 bucati 6 14 3 4.50 13.50
7 16 4 4.15 16.60

4
1

3
8 16 3 7.38 22.14
40

9 14 3 3.55 10.65
55
15

10 14 3 4.90 14.70

4
1

3
5 3I16, BST500S, L=4.85 m
11 16 1 5.60 5.60
380
3 1I18, BST500S, L=4.25 m 12 16 2 5.85 11.70

50
55
380 13 14 3 4.65 13.95
90

45
1 2I18, BST500S, L=3.65 m 14 10 2 6.48 12.96
315 4 2I18, BST500S, L=5.70 m 15 8 141 1.30 183.30

35

35
525
50

6 3I14, BST500S, L=4.50 m 16 8 45 1.70 76.50

45
380
17 8 17 0.35 5.95
Total lungimi pe diametre (m) 5.95 259.80 12.96 77.10 70.59 22.95
5 Greutate pe metru liniar (kg/m) 0.395 0.395 0.617 1.208 1.578 1.998
35

35
2 3I14, BST500S, L=8.10 m
745 Greutate pe diametre (kg) 2.35 102.62 8.00 93.14 111.39 45.85
TOTAL GREUTATE (kg) 2.35 361.00
2 3
PLAN ARMARE GRINDA Gs10-25x40 cm, 1 bucata
PLAN ARMARE GRINDA Gs9-25x60 cm, 1 bucata PARTER, ETAJUL 1, ETAJUL 2, COTE +3.10, +6.25, +9.40
PARTER, ETAJUL 1, ETAJUL 2, COTE +3.10, +6.25, +9.40 Scara 1:50
Scara 1:50 C D
B C 7.70
6.55 75 3.975
3.35 375
375 6.25 25 3.35 30 80 1.80 90 30
5
30 1.00 3.95 1.00 30 7 etr. I8/10, BST500S, etr. I8/10, BST500S, etr. I8/20, BST500S, etr. I8/10, BST500S,
etr. I8/10, BST500S, etr. I8/20, BST500S, etr. I8/10, BST500S, 15 35 bucati 15 9 bucati 15 8 bucati 15 9 bucati
16 13 bucati 16 19 bucati 16 13 bucati
5

8
60

8
25 1.30 25
90 11 1I16, BST500S, L=5.60 m
5

510
7 2I16, BST500S, L=4.15 m
7 2I16, BST500S, L=4.15 m

50
370
370 70
45

9 12 2I16, BST500S, L=5.85 m


45

3I14, BST500S, L=3.55 m 535


305

50
14 2I10, BST500S, L=6.48 m
30

20
45

45

35
8 3I16, BST500S, L=7.38 m 13 3I14, BST500S, L=4.65 m

20
35

648 10 3I14, BST500S, L=4.90 m 410

20
435

B C C D
Sectiunea 1-1 Sectiunea 2-2 Sectiunea 3-3 Sectiunea 4-4
scara 1:20 scara 1:20 scara 1:20 scara 1:20
1 1 +3.10 4 3 4 +3.10 4 3 4 +3.10 5 5 5 +3.10
20 BETON C25/30 Otel: OB37, Bst500S
15

15

15

15
10

Clasa de expunere XC1


Beton: C25/30
40

40

40

40

+2.95 +2.95 +2.95 +2.95


Consistenta betonului S3/S4
35

35

15 15 15 15
25

25

25

25

20 +2.70 +2.70 +2.70 +2.70 Tip de ciment II / A-S 32,5, II / A 42,5 Clasa de importanta a constructiei: III
etr. I8/10(20), BST500S, Dozaj minim de ciment 300 kg/mc Categoria de importanta a constructiei: C
15 L=1.30 m
2 2 2 2 2 2 2 2 2 6 6 6 Raport a/c max 0,50 Zona seismica: ag = 0,20 g, Tc = 0.7 s
25 25 25 25
Granula max. a agregatelor 16 mm
Tipul de aditiv plastifiant
Sectiunea 5-5 Sectiunea 6-6 Sectiunea 7-7 Sectiunea 8-8 Compozitia finala a betonului se va face numai in statii
scara 1:20 scara 1:20 scara 1:20 scara 1:20 de betoane autorizate si in conformitate cu NE012/1-2007
-"Cod de practica pentru executarea lucrarilor din beton,
+3.10 7 7 9 9 9 +3.10 12 11 12 +3.10 12 11 12 +3.10 beton armat si beton precomprimat", partea 1 - "Producerea
20 betonului", pe baza datelor din tabelul de mai sus.
10

15

15

15

15
40

40

40

+2.95 +2.95 +2.95 +2.95


15 15 15
25

25

25
55

55

60

14 +2.70 +2.70 +2.70


45

16
10 10 10 10 10 10 13 13 13
20 +2.50 25 25 25
etr. I8/10(20), BST500S,
15 L=1.70 m 8 8 8
25

Se va folosi otelul BST500S sau 500S cu alungirea specifica


corespunzatoare efortului maxim de cel putin 7.5% (clasa de ductilitate C).
Limita de curgere a otelului va fi de 500 MPa iar rezistenta de calcul
a armaturilor va fi 435 MPa. PROPRIETATILE ACESTOR ARMATURI
VOR FI IN CONFORMITATE CU STANDARDUL SR EN 10080: "OTELURI
PENTRU ARMAREA BETONULUI. OTELURI SUDABILE PENTRU BETON
ARMAT. GENERALITATI".

Stratul de acoperire cu beton este de 2.50 cm.

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