exemple m tr s quantitatifs lot gros oeuvre

exemple mtr gros-oeuvreAFFAIRE : Repre Niveau Nb Petite Long (ml) Grd Long (ml) Larg (ml)

SHOT

Spcifique (m ens)

S/Total (m)

Totaux (m)

Dont Logt (m)

Dont balcons (m)

Dont Ter (m) (m)

S/SOL (Dallage)

1.00 1.00 1.00 1.00

22.60 6.20 8.70 5.50

27.90 13.50 8.70 10.20

15.60 15.50 7.65 15.50

393.90 152.68 66.56 121.68 393.90 152.68 66.56 121.68 393.90 152.68 66.56 121.68 10.29 6.29 -

734.81

RDC (PH SOUS-SOL) 1.00 1.00 1.00 1.00

22.60 6.20 8.70 5.50

27.90 13.50 8.70 10.20

15.60 15.50 7.65 15.50

734.81

R+1 (PH RDC)

1.00 1.00 1.00 1.00 1.00 1.00

22.60 6.20 8.70 5.50 5.50 2.40

27.90 13.50 8.70 10.20 6.60 5.00

15.60 15.50 7.65 15.50 1.70 1.70

Cabinet HL.BTIMTR Hubert LE BALC'H Mtreur - conomiste de la construction Tl : 06 15 67 74 06 - Mail : [email protected]

exemple mtr gros-oeuvreAFFAIRE : Repre Niveau Nb Petite Long (ml) Grd Long (ml) Larg (ml)

SHOT

Spcifique (m ens)

S/Total (m)

Totaux (m)

Dont Logt (m)

Dont balcons (m)

Dont Ter (m) (m)

-

751.38

709.76

41.62

R+2 (PH R+1)

1.00 1.00 1.00 1.00

22.60 6.20 8.70 5.50

27.90 13.50 8.70 10.20

15.60 15.50 7.65 15.50

393.90 152.68 66.56 121.68 -

734.81

709.77 350.30

25.04 dont emprise logt

359.47

TOITURE (PH R+2) (solution plancher SEAC Bois) 1.00 13.60 16.50 1.00 12.30 6.80 1.00 7.30 7.30 1.00 7.75 5.00

10.00 10.00 4.75 10.05

150.50 95.50 34.68 64.07 -

344.74

344.74


exemple mtr gros-oeuvreAFFAIRE :

TERRASSEMENTS

Terrassements Gnraux 9.66 9.58 9.56 9.57 9.58 Niveau fini sous-sol Ep. Dallage Ep. Forme sous dallage TN moyen Niveau fond de forme Hauteur terrassement Angle talus en radian Angle talus en degr Cube talus Larg 1.00 5.00 735.00 65.25 119.60 3 100.58 952.85 m m ml m m 7.05 0.13 0.25 9.59 6.67 2.92 0.79 45.00 7.18 Rdc = 9.82

TN Point n 1 - PR1 TN Point n 2 - PR2 TN Point n 3 - PR3 TN Point n 4 - RG4 TN Point n 5 - RG5 TN Point n 6 TN Point n 7 TN Point n 8 TN Point n 9 TN Point n 10 Nb de point

m

5.00 Long

m/ml

S.H.O.T. S/Sol S.H.O.T. Rampe pk Primtre S/Sol Fouille en pleine masse

735.00 13.05 119.60

Remblai au pourtour construction


exemple mtr gros-oeuvreAFFAIRE : Couleur Repre Long Larg

FONDATIONS

Ht

Nb

a.s.

a.i.

a.s.t.

Surf S. (m)

Ha (kg/m)

Ts (kg/m)

Bpe (m)

GBton (m)

Bton (m)

Fouille (m)

Ht Gb (ml)

coffrage (m)

ha (kg)

ts (kg)

Semelles Filantes & Isoles SF1e SF1i SF2 M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 125.20 26.20 4.30 1.05 1.20 0.85 0.85 0.75 1.00 0.90 0.80 0.50 1.00 0.50 0.50 0.80 1.40 1.55 1.20 1.40 1.30 1.90 2.70 1.50 0.90 0.45 0.20 0.20 0.20 0.30 0.30 0.25 0.25 0.25 0.30 0.25 0.25 0.20 0.25

0.00 = 7.05 (sous-sol) 1.00 1.00 1.00 8.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.47 6.47 6.47 6.37 6.37 6.42 6.42 6.42 6.37 6.42 6.42 6.47 6.42 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.67 62.60 13.10 3.44 11.76 3.72 1.02 1.19 0.98 1.90 2.43 1.20 0.90 0.45 104.69 45.00 45.00 45.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 3.130 0.655 0.172 0.588 0.186 0.051 0.060 0.049 0.095 0.122 0.060 0.045 0.023 5.234 12.520 2.620 0.688 3.528 1.116 0.255 0.298 0.244 0.570 0.608 0.300 0.180 0.113 23.038 18.780 3.930 1.032 4.704 1.488 0.357 0.417 0.341 0.760 0.851 0.420 0.270 0.158 33.507 563 118 31 194 61 14 16 13 31 33 17 10 6 1 109

1.920

-

Semelles Filantes rampes et esc extrieurs SF SF 23.70 14.00 1.90 1.30 0.25 0.25 1.00 1.00 2.00 45.03 18.20 63.23 130.00 130.00 2.252 0.910 3.162 11.258 4.550 15.808 11.258 4.550 15.808 1 463 592 2 055

-

-

Bche retombe dalle porte faux PH SOUS-SOL 23.80 0.16 0.40 1.00

8.57 -

65.00

0.428 0.428

1.523 1.523

1.523 1.523

19.04 19.04

99 99

Bche dpart accs rampe sous-sol 5.00 0.20 0.50

1.00

2.00 -

50.00

0.100 0.100

0.500 0.500

0.500 0.500

5.00 5.00

25 25


exemple mtr gros-oeuvreAFFAIRE : Repre Trmies Emp Dallage SOUS-SOL asc ve 1 1 1 734.80 1.80 23.92 1.00 1.60 1.00 0.13 0.13 0.13 Nbre

DALLAGES

Couleur

Long

Larg

Epais. Dallage

Epais. Herisson

Epais. Sable

ha (kg/m2)

ts

Shot (m2)

Surface relle (m2)

Hrisson (m3)

Sable (m3)

Bton (m3)

ha (kg)

ts (kg)

Surfaage (m2)

2.30 2.30

734.80 734.80

-

734.80 2.88 23.92 708.00

-

-

-

95.52 0.37 3.11 92.04

-

1 690 1 690

-

734.80 2.88 23.92 708.00

Dallage RAMPE ACCES S/SOL 1

13.05

5.00

0.15

2.30

65.25 65.25

65.25 65.25

-

-

9.79 9.79

-

150 150

65.25 65.25

Chasse Roue Rampe accs PK

26.10

ml


exemple mtr gros-oeuvre

POTEAUX

AFFAIRE : Couleur Repre Type poteaux

Larg Section Long Ht/Ml Diam Nb (u) Quant. Unitaire (m3/ml) (m2/ml) ha (kg/m3) Cof. droit (m2) Cof 15 (ml) Cof 20 (ml) Cof 30 (ml) Cof 40 (ml) Cof 50 (ml) Cof. Circul. (m2) Bton (m3) ha (kg) Polystyrne (m2) Ragrage (m2)

Poteaux SOUS-SOL d d d d d d djd d d

0.25 0.25 0.20 0.25 0.25 0.25 0.25 0.25

0.60 0.65 0.65 0.82 0.45 0.81 0.60 0.57

2.40 2.40 2.40 2.35 2.40 2.40 2.40 2.40

3.00 4.00 1.00 1.00 1.00 1.00 1.00 1.00

0.150 0.163 0.130 0.205 0.113 0.203 0.150 0.143 -

1.70 1.80 1.70 2.14 1.40 2.12 1.70 1.64 -

100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00

12.24 17.28 4.08 5.03 3.36 5.09 4.08 3.94 55.09

-

-

-

-

-

-

1.08 1.56 0.31 0.48 0.27 0.49 0.36 0.34 4.89

108 156 31 48 27 49 36 34 489

1.44

1.44

-

Poteaux RDC d ds voile d d d d

0.20 0.20 0.20 0.20

0.25 0.40 0.35 0.45

2.22 2.50 2.50

1.00 1.00 1.00 2.00

0.050 0.080 0.070 0.090 -

0.90 1.20 1.10 1.30 -

100.00 100.00 100.00 100.00

2.00 2.75 6.50 11.25

-

-

-

-

-

-

0.11 0.18 0.45 0.74

11 18 45 74 -

Poteaux R+1 d d d 0.20 0.20 0.35 0.45 2.52 2.52 1.00 2.00 0.070 0.090 1.10 1.30 100.00 100.00 2.77 6.55 9.32 0.18 0.45 0.63 18 45 63 -

-

Poteaux R+2 (en plus solution plancher Seac Bois en toiture) d 0.20 0.60 2.52 d 0.20 0.40 2.52 d

1.00 1.00

0.120 0.080 -

1.60 1.20 -

100.00 100.00

4.03 3.02 7.06

-

-

-

-

-

-

0.30 0.20 0.50

30 20 50 -



POUTRES

Couleur

AFFAIRE : Repre Type poutres Poutres SOUS-SOL T d T d T d T d T d T d T d T djd T d T d T d T d T d T d T d T d d d

Larg

Section Ht

Ep pl.

Ht/Ml

Nb (u)

Quant. Unitaire (m3/ml) (m2/ml)

ha (kg/m3)

Cof. droit (m2)

Cof. Courbe (m2)

Bton (m3)

ha (kg)

Polystyrne JD (m2)

Ragrage (m2)

Impact (m2)

Linaire (ml)

C35/45 C30/37

0.60 0.60 0.60 0.45 0.50 0.35 0.25 0.25 0.50 0.35 0.40 0.35 0.35 0.30 0.25 0.30

0.65 0.65 0.65 0.65 0.65 0.55 0.65 0.65 0.65 0.55 0.55 0.50 0.60 0.50 0.40 0.45

0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23

24.50 47.90 7.20 7.90 5.20 5.20 7.20 5.60 4.50 8.80 4.40 4.40 7.90 3.70 4.70 5.50

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

0.162 0.162 0.162 0.122 0.135 0.060 0.068 0.068 0.210 0.112 0.128 0.095 0.130 0.081 0.043 0.066 -

1.14 1.14 1.14 0.99 1.04 0.69 0.79 0.79 1.34 0.99 1.04 0.89 1.09 0.84 0.59 0.74 -

180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00

27.93 54.61 8.21 7.82 5.41 3.59 5.69 4.42 6.03 8.71 4.58 3.92 8.61 3.11 2.77 4.07 159.47

-

3.97 7.76 1.17 0.96 0.70 0.31 0.49 0.38 0.95 0.99 0.56 0.42 1.02 0.30 0.20 0.36 20.53 8.80 3.97 7.76

1 720 3 363 505 416 304 180 211 164 263 305 174 139 299 100 85 134 8 360 dont bton C25/30 dont bton C35/45 dont bton C30/37 -

3.64

3.64

27.93 54.61 8.21 7.82 5.41 3.59 5.69 4.42 6.03 8.71 4.58 3.92 8.61 3.11 2.77 4.07 159.47

14.70 28.74 4.32 3.56 2.60 1.82 1.80 1.40 2.25 3.08 1.76 1.54 2.77 1.11 1.18 1.65

24.50 47.90 7.20 7.90 5.20 5.20 7.20 5.60 4.50 8.80 4.40 4.40 7.90 3.70 4.70 5.50

74.27

154.60

Poutres RDC d -

-

-

-

-

-

Poutres R+1 d -

Poutres R+2 d d 0.18 0.85 11.40 1.00 0.153 1.88 95.00 21.43 21.43 1.74 1.74 166 166 21.43 21.43 2.05 2.05 11.40 11.40

-

-

Poutres R+2 (en plus solution plancher Seac Bois eb toiture) d 0.20 0.60 0.17 25.10 d

1.00

0.086 -

1.06 -

150.00

26.61 26.61

-

2.16 2.16

452 452

-

26.61 26.61

5.02 5.02

25.10 25.10



VOILES INTERIEURS

Couleur

AFFAIRE : Repre Type d/c/vpm voile

# # Ouv. p/f

Nbre

Linaire

Ht

Epais.

ha (kg/m2)

ts

Surface (m2)

Coffrage (m2)

PV Cof. Cages (m2)

PV Cof. Ght (m2)

PV Cof. Courbe (m2)

Cof. About V (ml)

PV Prmur (m2)

Polystyrne (m2)

Bton (m3)

ha (kg)

ts (kg)

Ngatif (u)

Pose Huis (u)

Ragrage (m2)

Emp. v (m2)

Lin. voile (ml)

Voiles refends intrieurs SOUS-SOL vi 1 15.40 vi 1 30.00 p - 2 0.90 o - 1 1.60 Aciers complmentaires incorpors P 2 0.60 P 2 0.30 P 1 0.82 P 1 1.25 P 1 0.65 P 1 0.60 P 1 0.90 p 1 0.65 L 1 4.60 AV 3 1.00 CV 5 1.00

2.77 2.77 2.10 2.10

0.20 0.25 0.20 0.20

2.30 2.30 -

42.66 83.10 3.78 3.36 -

85.32 166.20

27.70 -

8.53 20.78 0.76 0.67 -

83 42 57 87 45 42 62 45 16 17 69 564

98 191 -

85.32 166.20 2 1 2

3.08 7.50

15.40 30.00

-

-

2.77 2.77 2.77 2.77 2.77 2.77 2.77 2.77 1.00 2.77 2.77

0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 1.00 1.00 1.00

100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 3.50 2.00 5.00

118.62

251.52

-

-

-

27.70

-

-

27.88

289

3

2

251.52

10.58

45.40

Voiles refends intrieurs RDC vi 1 p - 13 o - 1

129.80 0.90 1.60

2.50 2.10 2.10

0.18 0.18 0.18

2.30 -

324.50 24.57 3.36 -

649.00

30.00 -

58.41 4.42 0.60 -

13 66 150 70 299

746 -

649.00 13 1 13

23.36

129.80

-

-

Aciers complmentaires incorpors P 1 0.28 L 1 18.90 CV 12 1.00 AV 14 1.00

2.50 1.00 2.50 2.50

0.18 1.00 1.00 1.00

100.00 3.50 5.00 2.00 296.57 53.38

649.00

-

-

-

30.00

-

-

746

14

13

649.00

23.36

129.80

Voiles refends intrieurs R+1 vi 1 p - 13 o - 1

130.90 0.90 1.60

2.52 2.10 2.10

0.18 0.18 0.18

2.30 -

329.87 24.57 3.36 -

659.74 -

59.38 4.42 0.60 -

66 150 70 286

759 -

659.74 13 1 13

23.56

130.90

-

-

Aciers complmentaires incorpors P 1 L 1 18.90 CV 12 1.00 AV 14 1.00

2.50 1.00 2.50 2.50

1.00 1.00 1.00

100.00 3.50 5.00 2.00

301.94 Voiles refends intrieurs R+2 vi 1

659.74

-

-

-

-

-

-

54.35

759

14

13

659.74

23.56

130.90

48.50

2.65

0.18

2.30

128.53

257.05

23.13

-

296

257.05

8.73

48.50



VOILES INTERIEURS

Couleur


# # Ouv. Nbre p/f p - 5 o - 1

Linaire 0.90 1.60

Ht 2.10 2.10

Epais. 0.18 0.18

ha (kg/m2)

ts -

Surface (m2) 9.45 3.36 -

Coffrage (m2)

PV Cof. Cages (m2)

PV Cof. Ght (m2)

PV Cof. Courbe (m2)

Cof. About V (ml)

PV Prmur (m2)

Polystyrne (m2) -

Bton (m3) 1.70 0.60 -

ha (kg) 30 53 21 104

ts (kg) -

Ngatif (u) 5 1

Pose Huis (u) 5

Ragrage (m2)

Emp. v (m2)

Lin. voile (ml)

-

-

Aciers complmentaires incorpors P 1 L 1 8.50 CV 4 1.00 AV 4 1.00

2.50 1.00 2.65 2.65

1.00 1.00 1.00

100.00 3.50 5.00 2.00

115.72

257.05

-

-

-

-

-

-

20.83

296

6

5

257.05

8.73

48.50

1 817.30 180.00 1 637.30 ded zone double



VOILES EXTERIEURS

Couleur


# # Ouv. p/f

Nbre

Linaire

Ht

Epais.

ha (kg/m2)

ts

Surface (m2)

Coffrage (m2)

PV Cof. Ght (m2)

PV Cof. Courbe (m2)

Cof. About V (ml)

Polystyrne (m2)

Bton (m3)

ha (kg)

ts (kg)

Ngatif (u)

Pose Huis (u)

Ragrage (m2)

Emp. v (m2)

Lin. voile (ml)

Voiles priphriques sous-sol ve 1 p - 1 o - 1

119.60 0.90 1.70

2.82 2.10 1.00

0.20 0.20 0.20

-

10.00 -

337.27 1.89 1.70 -

674.54 -

67.45 0.38 0.34 -

68 20

3 373 -

337.27 1 1 1

23.92

119.60

-

-

Aciers complmentaires incorpors P 2 0.60 P 1 0.35

2.82 2.82

0.20 0.20

100.00 100.00 333.68 66.74 -

674.54

-

-

-

-

87

3 373

2

1

23.92

119.60

Esc Ramp Ramp

Voiles rampe et escalier ext. sous-sol ve 1 11.20 ve 1 6.80 c ve 1 5.00 C ve 1 13.90

4.10 4.10 4.10 3.20

0.20 0.20 0.20 0.20

14.00 14.00 14.00 14.00

8.00 8.00 8.00 8.00

45.92 27.88 20.50 44.48 138.78

91.84 55.76 41.00 88.96

91.84 55.76 41.00

41.00 88.96

277.56

188.60

129.96

-

-

9.18 5.58 4.10 8.90 27.76

643 390 287 623 1 943

367 223 164 356 1 110

45.92 27.88 20.50 44.48

-

-

2.24 1.36 1.00 2.78 7.38

11.20 6.80 5.00 13.90 36.90

Voiles faade RDC ve p -

1 5

16.30 1.00

2.50 2.10

0.20 0.20

-

2.30 -

40.75 10.50 -

81.50 -

8.15 2.10 -

20 23

94 5 5

3.26 -

16.30 -

Aciers complmentaires incorpors P 1 0.40 L 1 6.50

2.50 1.00

0.20 1.00

100.00 3.50 30.25 6.05 -

43 94 5 5

81.50

-

-

-

-

3.26

16.30



PLANCHERS

Couleur

AFFAIRE : Repre Trmies Emp

Nbre

Long

Larg

Epais.

ha (kg/m2)

ts

Surface SHOT (m2)

Coffrage (m2)

Coffrage rive (ml)

PV Cof. Dbord (m2)

Planelles brique (ml)

Planelle Agglo (ml)

Bton (m3)

ha (kg)

ts (kg)

Ragrage s/face (m2)

Surfaage (m2)

Plancher dalle pleine PH SOUS-SOL 1 277.20 1 457.60 asc 1 1.80

1.00 1.00 1.60

0.38 0.23 0.23

0.50 0.50

36.00 10.00

pou 1 74.27 1.00 vi 1 10.58 1.00 ve 1 119.60 0.20 mb 1 ma Aciers complmentaires bandes pleines et chainages BN35/37 1 1.30 1.00 1.00

277.20 457.60 -

-

277.20 457.60 2.88 74.27 10.58 23.92 -

-

119.60 -

-

105.34 105.25 0.66 -

139 229 51 418

9 979 4 576 -

-

277.20 457.60 2.88 74.27 10.58 23.92 -

-

277.20 457.60 2.88 -

-

23.92 -

38.85 734.80 623.16 209.92

119.60

-

-

-

14 555

623.16

708.00

Plancher Dalle Porte faux PH SOUS-SOL 1 52.80

1.00

0.23

2.00

18.00

52.80 52.80

52.80 52.80

54.30

54.30

-

12.14 12.14

106 106

950 950

52.80 52.80

52.80 52.80

Plancher Casquette PH SOUS-SOL (au droit rampe accs PK) 1 5.00 0.50 0.23

2.00

18.00

2.50 2.50

2.50 2.50

6.00

6.00

-

0.58 0.58

5 5 -

45

45

2.50 2.50

2.50 2.50

Plancher dalle pleine PH RDC 1 asc 1 esc 1

709.80 1.80 7.65

1.00 1.60 1.00

0.22 0.22 0.22

0.50

13.00

pou 1 1.00 vi 1 23.36 1.00 ve 1 16.30 0.20 mb 1 128.30 0.25 ma Aciers complmentaires bandes pleines et chainages BN35/22 1 3.50 1.00 BN25/22 1 2.00 1.00 BN55/22 1 3.80 1.00 CH 1 138.50 1.00

-

709.80 -

-

-

709.80 2.88 7.65 23.36 3.26 32.08 -

-

16.30 128.30 -

128.30 -

156.16 0.63 1.68 -

355 81 33 138 346

9 227 -

-

-

709.80 2.88 7.65 23.36 3.26 32.08 -

-

709.80 2.88 7.65 -

-

3.26 32.08 -

1.00 1.00 1.00 1.00

23.10 16.50 36.30 2.50



PLANCHERS

Couleur


Nbre

Long

Larg

Epais.

ha (kg/m2)

ts

Surface SHOT (m2) 709.80

Coffrage (m2) 640.57

Coffrage rive (ml)

PV Cof. Dbord (m2)


Planelle Agglo (ml)

Bton (m3) 153.84

144.60

-

128.30

-

ha (kg) 953

ts (kg) 9 227

Ragrage s/face (m2) 640.57

Surfaage (m2) 663.94

Plancher Dalle Balcons PH RDC 1

41.60

1.00

0.18

2.00

14.00

41.60 41.60

41.60 41.60

33.70

33.70

-

7.49 7.49

83 83

582 582

41.60 41.60

41.60 41.60

Plancher dalle pleine PH R+1 1 asc 1 esc 1

709.80 1.80 7.65

1.00 1.60 1.00

0.23 0.23 0.23

0.50

18.00

pou 1 1.00 vi 1 23.56 1.00 ve 1 mb 1 144.70 0.25 ma Aciers complmentaires bandes pleines et chainages BN35/23 1 10.20 1.00 BN25/23 1 2.00 1.00 BN55/23 1 1.00 CH 1 144.70 1.00 Aciers complmentaires dalle en dbord 1 25.10 1.00

-

709.80 -

-

-

709.80 2.88 7.65 23.56 36.18 -

25.10 -

144.70 -

144.70 -

163.25 0.66 1.76 -

355 246 35 362 -

12 776 -

-

-

709.80 2.88 7.65 23.56 36.18 -

-

709.80 2.88 7.65 -

-

36.18 -

1.00 1.00 1.00 1.00

24.15 17.25 37.95 2.50

1.00

1.50

-

4.00 709.80 639.53 160.83

144.70

25.10

144.70

-

38 1 035

-

100 12 676

639.53

663.10

Plancher Dalle Balcons PH R+1 Compte dans plancher avec P.V. cof. Dbord

-

-

-

-

-

-

-

-

-

1 255.00

Ragrage int

69.20

Ragrage ext



PLANCHERS

Couleur


Nbre

Long

Larg

Epais.

ha (kg/m2)

ts

Surface SHOT (m2)

Coffrage (m2)

Coffrage rive (ml)

PV Cof. Dbord (m2)


Planelle Agglo (ml)

Bton (m3)

ha (kg)

ts (kg)

Ragrage s/face (m2) 7.94 77.14

Surfaage (m2) Rive

Plancher dalle pleine PH R+2 (solution Plancher Seac Bois) 1 344.70 1.00 asc 1 1.80 1.60 pou 1 5.02 1.00 vi 1 8.73 1.00 ve mb 1 86.80 0.25 ma Aciers complmentaires bandes pleines et chainages

344.70 -

-

344.70 2.88 5.02 8.73 21.70 -

86.80 -

86.80 -

-

-

-

-

344.70 2.88 5.02 8.73 21.70 -

-

344.70 2.88 -

-

21.70 -

344.70

306.37

86.80

-

86.80

-

-

-

306.37

320.12



MACONNERIES FACADES

Couleur

AFFAIRE : Repre

Ouv. p/f

Nbre

Linaire

Ht

Surface vnd (m2)

Surface (m2)

PV S. courbe (m2)

Appuis (ml)

Seuils (ml)

Calfeutr. (ml)

Linteaux (ml)

Tableaux R (ml)

Emp. m (m2)

Lin. m (ml)

Ramp. (ml)

Nb ouv (u)

Cof

Maonneries faades bloc cellulaire RDC 1 128.30 pf - 10 1.80 pf - 1 1.60 pf - 16 0.90 f - 1 0.40 f - 1 0.90

2.50 2.15 2.15 2.15 0.40 1.15

320.75 320.75

320.75 38.70 3.44 30.96 0.16 1.04 246.46

25.66 18.00 1.60 14.40 0.40 0.90 61.00 5.90 83.20 1.20 3.20 22.00 2.00 20.80 0.80 1.30 43.00 4.30 68.80 0.80 2.30 25.66

128.30 10.00 1.00 16.00 1.00 1.00 128.30

-

1.30

34.00

154.50

46.90

119.20

-

29.00

1.30

Maonneries faades bloc cellulaire R+1 1 144.70 pf - 11 1.80 pf - 1 1.60 pf - 18 0.90 f - 1 0.40 f - 1 0.90

2.52 2.15 2.15 2.15 0.40 1.15

364.64 364.64

364.64 42.57 3.44 34.83 0.16 1.04 282.61

28.94 19.80 1.60 16.20 0.40 0.90 67.10 5.90 93.60 1.20 3.20 24.20 2.00 23.40 0.80 1.30 47.30 4.30 77.40 0.80 2.30 28.94

144.70 11.00 1.00 18.00 1.00 1.00 144.70

-

1.30

37.60

171.00

51.70

132.10

-

32.00

1.29

Maonneries faades bloc cellulaire R+2 1 86.80 pf - 5 1.80 pf - 9 0.90 f - 1 0.40

2.61 2.15 2.15 0.40

226.55 226.55

226.55 19.35 17.42 0.16 189.62

17.36 9.00 8.10 0.40 30.50 46.80 1.20 11.00 11.70 0.80 21.50 38.70 0.80 17.36

86.80 5.00 9.00 1.00 86.80

-

0.40 3.00

17.10 88.70

78.50

23.50

61.00

-

15.00 76.00

1.19

Plot BA dans maonnerie R+2 22 u



AUTRES MACONNERIES

Couleur

AFFAIRE : Repre

Ouv. p/f

Nbre

Linaire

Ht

Surface vnd (m2)

Surface (m2)

PV S. courbe (m2)

Appuis (ml)

Seuils (ml)

Calfeutr. (ml)

Linteaux (ml)

Tableaux R (ml)

Emp. m (m2)

Lin. m (ml)

Ramp. (ml)

Nb ouv (u)

Cof

Maonneries locaux techniques RDC 1 19.55 p - 1 0.90

2.50 2.10

48.88 48.88

48.88 1.89 46.99

3.91 0.90 5.10 1.30 4.20 3.91

19.55 1.00 19.55

-

-

0.90

5.10

1.30

4.20

-

1.00

1.04



OSSATURES DS MACONNERIES

AFFAIRE : Repre Type Section Ht/Ml Nb Quant. Unitaire r/c/l Larg Long (u) (m3/ml) (m2/ml) "cr" chainage rive "cp" chainage planelle "cu" chainage bloc U "cc" chainage coffr "lu" linteau bloc U "lc" linteau coffr Raidisseurs Chainages Linteaux RDC R LC 0.20 0.20 CC LU CR CP

ha (kg/m3)

Coffrage (m2)

Planelles (ml)

Bton (m3)

ha (kg)

Raidisseurs (ml)

Chainages (ml)

Chainages U (ml)

Linteaux U (ml)

Linteaux cof (ml)

2.50 46.90

36.00 1.00

0.040 -

90.00 0.60 87.50 28.14 28.14 46.90 1.88 1.88 164 46.90 164 90.00 46.90 46.90

Raidisseurs Chainages Linteaux R+1 R LC 0.20 0.20 CC LU CR CP

2.52 51.70

36.00 1.00

0.040 -

90.72 0.60 87.50 31.02 31.02 51.70 2.07 2.07 181 51.70 181 90.72 51.70 51.70

Raidisseurs Chainages Linteaux R+2 R LC 0.20 0.20 CC LU CR CP

2.61 23.50

19.00 1.00

0.040 -

49.59 0.60 87.50 14.10 14.10 23.50 0.94 0.94 82 23.50 82 49.59 23.50 23.50



OUVBA

Couleur

AFFAIRE : Repre Type d/c

Larg

Section Ht

Ep pl.

Ml

Nb (u)

Quant. Unitaire (m3/ml) (m2/ml)

ha (kg/m3)

ts (kg/m3)

Cof. droit (m2)

Cof. Courbe (m2)

Bton (m3)

ha (kg)

ts (kg)

Polystyrne (m2)

Ragrage (m2)

Glacis (ml)

Relevs BA sous maonnerie RDC d 0.15 0.17 d

35.40

1.00

0.026 -

0.34 -

65.00

12.04 12.04

-

0.90 0.90

59 59

-

-

-

35.40 35.40

Relevs BA 16/15 sur dalle en dbord RDC d 0.16 0.15 d

54.30

1.00

0.024 -

0.30 -

65.00

16.29 16.29

-

1.30 1.30

85 85

-

-

16.29 16.29

54.30 54.30

Relevs BA 16/12 sur dalle balcons PH RDC d 0.16 0.15 d

20.10

1.00

0.024 -

0.30 -

65.00

6.03 6.03

-

0.48 0.48

31 31

-

-

6.03 6.03

20.10 20.10

Releves BA sous maonnerie R+2 d 0.15 d

0.30

86.80

1.00

0.045 -

0.60 -

65.00

52.08 52.08

-

3.91 3.91

254 254

-

-

-

86.80 86.80

Acrotres Relevs R+2 (Terrasses) d 0.20 d 0.20 d 0.16 d 0.18 d

0.50 0.45 0.30 0.30

89.90 35.10 7.70 4.80

1.00 1.00 1.00 1.00

0.100 0.090 0.048 0.054 -

1.00 0.90 0.60 0.60 -

90.00 90.00 65.00 65.00

89.90 31.59 4.62 2.88 128.99 60.75

Planelle bce

8.99 3.16 0.37 0.26 12.78

809 284 24 17 1 134

-

-

89.90 31.59 4.62 2.88 128.99

89.90 35.10 7.70 4.80 137.50

Acrotres R+2 (Tte de mur Toiture) d 0.16 0.70 d

86.80

1.00

0.112 -

1.40 -

90.00

121.52 121.52 25.00 36.54 36.54

-

9.72 9.72 2.74 2.74

875 875 55 55

69 69

-

-

86.80 86.80 6.30 6.30

Gaine VB SOUS-SOL d d

0.15

2.90

6.30

1.00

0.435 -

5.80 -

20.00

-

-

-

Edicule Asc

d d

0.20

1.70

7.40

1.00

0.340 -

3.40 -

20.00

25.00

25.16 25.16

-

2.52 2.52

50 50 -

63 63 -

7.40 7.40


exemple mtr gros-oeuvreAFFAIRE : ESCALIERS B.A. Escalier vole droite Nbre de marches Emmarchement Hauteur marches Giron Epais.paillasse Ferraillage u ml ml ml ml Kg / m3 Rsultat Coffrage m2 Bton m3 Acier kg Chape m2 Ragrage m2 Linaire marches ml Coffrage m2 / ml Bton m3 / ml Acier kg / m3 Surface paillasse m2

ESCALIERS

#DIV/0! #DIV/0! #DIV/0! -

Escalier vole balance Marches droites Emmarch.droit Marches balances Emmarch.balanc Hauteur marches Giron Epais.paillasse Ferraillage u ml u ml ml ml ml Kg / m3 Rsultat Coffrage m2 Bton m3 Acier kg Chape m2 Ragrage m2 Linaire marches ml Coffrage m2 / ml Bton m3 / ml Acier kg / m3 Surface paillasse m2

#DIV/0! #DIV/0! #DIV/0! -


exemple mtr gros-oeuvreAFFAIRE : Longueur 1.80 Dimensions intrieures largeur hauteur 1.60 1.40 - Fouilles - Remblai extrieur - Evacuation aux D.P. - Radier bton de propret coffrage bton acier ha (kg/m3) acier ts (kg/m3) - Parois coffrage bton acier ha (kg/m3) acier ts (kg/m3) - Cuvelage - Contre dalle m2 m3 kg kg m2 m2 m2 ml m3 kg kg

FOSSE ASC

pais.mur 0.20

u nb 1 m3 m3 m3

Quantits

23.520 17.360 8.008

14 80

6.24 10.00 1.560 22 125

25 50

21.28 2.128 53 106 12.40 2.88



M_EXT

AFFAIRE : Repre Type mur (ma mb ba)

Type pf / f / p Larg ht Nbre Surface (m2) Appuis (ml) Seuils (ml)

Quantits Unitaires Linteaux (ml)

Calfeut. (ml)

T.V. (ml)

Tab Rectifi (ml)

Surf. Ds agglo (m2)

Surf. Ds brique (m2)

Surf. Ds bton (m2)

Appuis (ml)

Quantits Totales Seuils Linteaux (ml) (ml)

Calfeut. (ml)

T.V. (ml)

Tab rectifi (ml)

Ngatif (u)

ma = mur agglos ; mb = mur brique ; ba = voile bton Menuiseries SOUS-SOL ba

p

1.00

2.10

1.00

2.10 -

1.00

5.20 -

2.10

1.00

1.00 Menuiseries RDC ma ma ma ma ma ba

2.10

-

1.00

-

-

5.20 5.20

1

-

1

pf pf pf f f p

1.80 1.60 0.90 0.40 0.90 1.00

2.15 2.15 2.15 0.40 1.15 2.10

10.00 1.00 16.00 1.00 1.00 5.00

3.87 3.44 1.94 0.16 1.04 2.10 -

1.80 1.60 0.90 0.40 0.90 1.00

2.20 2.00 1.30 0.80 1.30

6.10 5.90 5.20 1.20 3.20

6.10 5.90 5.20 1.20 3.20 5.20 -

38.70 3.44 30.96 0.16 1.04 10.50

18.00 1.60 14.40 0.40 0.90 5.00

22.00 2.00 20.80 0.80 1.30

61.00 5.90 83.20 1.20 3.20

34.00 Menuiseries R+1 ma ma ma ma ma

74.30

-

10.50

1.30

39.00

46.90

154.50

61.00 5.90 83.20 1.20 3.20 26.00 180.50

5

-

5

pf pf pf f f

1.80 1.60 0.90 0.40 0.90

2.15 2.15 2.15 0.40 1.15

11.00 1.00 18.00 1.00 1.00

3.87 3.44 1.94 0.16 1.04 -

1.80 1.60 0.90 0.40 0.90

2.20 2.00 1.30 0.80 1.30

6.10 5.90 5.20 1.20 3.20

6.10 5.90 5.20 1.20 3.20 -

42.57 3.44 34.83 0.16 1.04

19.80 1.60 16.20 0.40 0.90

24.20 2.00 23.40 0.80 1.30

67.10 5.90 93.60 1.20 3.20

32.00 Menuiseries R+2 ma ma ma

82.04

-

-

1.30

37.60

51.70

171.00

67.10 5.90 93.60 1.20 3.20 171.00

-

-

pf pf f

1.80 0.90 0.40

2.15 2.15 0.40

5.00 9.00 1.00

3.87 1.94 0.16 -

1.80 0.90 0.40

2.20 1.30 0.80

6.10 5.20 1.20

6.10 5.20 1.20 -

19.35 17.42 0.16

9.00 8.10 0.40

11.00 11.70 0.80

30.50 46.80 1.20

15.00

36.93

-

-

0.40

17.10

23.50

78.50

30.50 46.80 1.20 78.50

-

-

3.00

94.70


exemple m tr s quantitatifs lot gros oeuvre

Documents