beton dizayn program

BETON KARIIM FORMUKARISIM NO : DK 000 MKSER DEVR SAYISI HEDEF KME (cm) 18--20

ZEL TALEP NO TARIH BETON SINIFI

:

30 devir / dk

Dmax (mm) IMENTO (kg/m) W/C

: : :K.KUM

22 270 0.51KIRMATA NO 1-2

30/09/2011 : C 20: IMENTOMN.KATKI KM.KATKI

D.KUM

TIP NUMUNE TARH

:

BATA CEM I P 42.5 R

TP KAYNAK

U.KL

WRDA 90

0-3 / 0-5

4-12 / 12-22

:

TEORIK AGIRLIKLAR (kg/m3) KAYNAK %-katsayi ZG. AGIRLIK

DZELTME AGIRLIK RUTUBET(%) SU EMME(%)

DZELTILMIS AGIRLIKLAR1000 dm 20 dm

ORANLAR

IMENTO SU HAVA FLLER UUCU KL MIKROSILIS UUCU KL DOGAL KUM KIRMA KUM KIRMATAS 1 KIRMATAS 2 KATKI 1 KATKI 2 KATKI 3 TOPLAM

BATA CEM I P 42.5 R

3.05 1.00 0.0 katsayi= 1.0 katsayi= 1.0 katsayi= 1.0 AGREGA % ???

270 158

270 kg 171 kg 0 kg 40 kg 0 kg 0 kg 1064 kg 108 kg 227 kg 443 kg 3.100 kg 0.000 kg 0.000 kg 2,326 kg

5.400 kg 3.415 kg 0.000 kg 0.800 kg 0.000 kg 0.000 kg 21.280 kg 2.170 kg 4.540 kg 8.865 kg 62.0 g 0.0 g 0.0 g 46.532 kg

LAB

2.30

40

0 0 0 0WRDA 90

55

5.5 11.5 22.5 %1.00

2.66 2.70 2.70 2.70 1.1900

1073 109 228 446 3.10 0.00 0.00 2,326

%0.85 %0.49 %0.36 %0.53

55 60.5 5.5 12 23 34.0 95

SONULAR KME (cm) EVRE SICAKLIGI (C) BETON SICAKLIGI (C) HAVA MIKTARI (%)BIRIM AGIRLIK (kg/m)-KOVADA BIRIM AGIRLIK (kg/m)-KPTE

ILAVE SU (kg) YENI W/C KAT. YO.

725

5 Dak. - S1 16.0 15 15 2.0 2380 2.394 0.725

45 Dak.- S2SLUMP KAYBI-%

120.0 100.0 80.0

100AHT W/C

100

0.708080 207SU KESME

7555 59

60.0

KAT. PH Birim arlk kovas hacmi Birim arlk kovas daras Birim Arlk kovas + beton

0.67 1.1900 7.506930 3106 19600

%

5DEN.BA.SAAT

40.020.0

3610 160,5 1.0

222.0 4.0 8.0 16 31,5

15:00PRZ SRES 18 SAAT

0.0

025

KARIIM GRANULOMETRES16 100 100 90.9 9.9 75 28.0 18.0 4.0 8 100 62.4 1.8 0.5 59 41.0 28.0 8.5 4 99.2 10 0 2 65.3 1.4

PM HESABI 1 40 0

512

ELEK ANALZ VE GRADASYONMALZEMEK. KUM (0-5mm) K. KUM (5-12mm) AG. NO 1 (12-19mm) AG. NO2 (19-25mm)

KAYNAK 0 0 0 0

%55

31.5 100 100 100 100 100 15.0 8.0 2.0

0.529 0

0.2519 0

6 13 26100 100 100 100

KARIIM GRANLOMETRS MAX. GRANLOMETR OPTMUM GRANLOMETR MN. GRANLOMETR

55 53.0 37.0 14.0

36 65.0 47.0 23.0

22 78.0 62.0 38.0

1689.0 80.0 62.0

10100.0 100.0 100.0

KARIIM GRANLOMETRS

100 KIRMA KUM 324.0 831.4 500 331.4 %2.3

10 NO 1 326.0 843.0 510 333.0 %2.1

16 NO 2 324.0 831.4 500 331.4 %2.3

22

36DOGAL KUM

55KIRMA KUM

59 NO 1 230.0 1750.0 1546 84.0 2.74

75

100NO 2 230.0 1750.0 1546 84.0 2.74

Su EmmeKURU AIRLIK (C ) DYK NUMUNE+DARA ( D) DARA (E ) DYK AIRLIK ( F=D-E ) SU EMME ( G= ( F-C) / C )

DOGAL KUM 324.0 831.4 500 331.4 %2.3

zgl ArlkDYK AIRLIK I) (J=HL KABI+NUMUNE+SU

163.00 1649.00 1546 60.00 2.72

163.00 1649.00 1546 60.00 2.72

(K )L KABI+SU (L) DYK HACM ( M=J+L-K ) DYK ZGL AIRLIK ( ( S=J/M (R) )

BETON KARIIM FORMUKARISIM NO : DK 001 MKSER DEVR SAYISI HEDEF KME (cm) 18--20

ZEL TALEP NO TARIH BETON SINIFI

:

30 devir / dk

Dmax (mm) IMENTO (kg/m) W/C

: : :K.KUM

22 280 0.54KIRMATA NO 1-2

30/09/2011 : C 20: IMENTOMN.KATKI KM.KATKI

D.KUM

TIP NUMUNE TARH

:

BATA CEM I P 42.5 R

TP KAYNAK

U.KL

DARACEM 558

0-3 / 0-5

4-12 / 12-22

:




ORANLAR


BATA CEM I P 42.5 R

3.05 1.00 0.0 katsayi= 1.0 katsayi= 1.0 katsayi= 1.0 AGREGA % ???

280 173



LAB

2.30

40

0 0 0 0DARACEM 558

55

5.5 11.5 22.5 %1.00

2.61 2.68 2.71 2.72 1.1350

1027 105 223 438 3.20 0.00 0.00 2,289

%0.85 %0.49 %0.36 %0.53

55 60.5 5.5 12 23 34.0 95



0.1

5 Dak. - S1 16.0 10 10 2.0 2400 2.394 0.000


120.0100.0 80.0

100AHT W/C

93

100

0.478080 185SU KESME

60.0

6753


0.58 1.1350 6.306930 3106 19735

%

-23DEN.BA.SAAT

40.0

3120.0

40

209025 0,5 1.0 2.0 4.0 8.0 16 31,5


0.0

KARIIM GRANULOMETRES16 100 100 76 93 31.1 19.0 6.3 8 100 70 1 67 45.6 30.1 10.1 4 99 1 2 76

PM HESABI 1 59

338

ELEK ANALZ VE GRADASYONMALZEMED. KUM K. KUM (0-5mm) AG. NO 1 (4-12mm) AG. NO2 (12-22mm)

KAYNAK 0 0 0 0

% 53 19 28 100 100 100 100

31.5 100 100 100 100 16.5 8.0 2.5

0.538

0.2517

KARIIM GRANLOMETRS MAX. GRANLOMETR OPTMUM GRANLOMETR MN. GRANLOMETR

53 57.6 39.6 17.6

40 69.6 51.6 29.7

31 82.7 69.2 49.3

2094.7 90.3 81.6

9100.0 100.0 100.0

KARIIM GRANLOMETRS

100 KIRMA KUM 324.0 831.4 500 331.4 %2.3

9 NO 1 326.0 843.0 510 333.0 %2.1

20 NO 2 324.0 831.4 500 331.4 %2.3

31

40DOGAL KUM

53KIRMA KUM

67 NO 1 230.0 1750.0 1546 84.0 2.74

93

100NO 2 230.0 1750.0 1546 84.0 2.74

Su EmmeKURU AIRLIK (C ) DYK NUMUNE+DARA ( D) DARA (E ) DYK AIRLIK ( F=D-E ) SU EMME ( G= ( F-C) / C )

DOGAL KUM 324.0 831.4 500 331.4 %2.3


163.00 1649.00 1546 60.00 2.72

163.00 1649.00 1546 60.00 2.72

(K )L KABI+SU (L) DYK HACM ( M=J+L-K ) DYK ZGL AIRLIK ( ( S=J/M (R) )

BETON KARIIM FORMUKARISIM NO ZEL TALEP NO TARIH BETON SINIFI : : : 30/06/2011 : C 30 IMENTO TIP NUMUNE TARH :BATA CEM I P 42.5 RMN.KATKI KM.KATKI

DK 002

MKSER DEVR SAYISI

HEDEF KME (cm) Dmax (mm) IMENTO (kg/m) W/CD.KUM K.KUM

: : : :

18--20 22 300 0.492KIRMATA NO 1-2

30 devir / dk

TP KAYNAK

U.KL

DARACEM 558

0-3 / 0-5

4-12 / 12-22

:




ORANLAR


BATA CEM I P 42.5 R

3.05 1.00 0.0 katsayi= 1.0 katsayi= 1.0 katsayi= 1.0 0

300 167



LAB

2.30

40

0 0 0 0DARACEM 558

53

13 11.5 22.5 %1.30

2.61 2.68 2.71 2.72 1.1450

986 248 222 436 4.42 0.00 0.00 2,405

%0.85 %0.49 %0.36 %0.53

53 13 12 23 100



-209

5 Dak. - S1 14.0 10 10 2.0 2400 2.391 -0.209


120.0

100.0 80.0 60.0

100AHT W/C

9367

100

0.478070 166SU KESME

53 3140 20


0.49 1.1450 6.306930 3106 19735

%

40.0 20.0

-4DEN.BA.SAAT

90.0


0,25

0,5

1.0

2.0

4.0

8.0

16

31,5382

KARIIM GRANULOMETRES

PM HESABI

ELEK ANALZ VE GRADASYON MALZEMED. KUM K. KUM (0-5mm) AG. NO 1 (4-12mm) AG. NO2 (12-22mm)

KAYNAK0 0 0 0

%53 19 28

31.5100 100 100

16100 100 76

8100 70 1

499 1

276

159

0.538

0.2517

KARIIM GRANLOMETRSMAX. GRANLOMETR OPTMUM GRANLOMETR MN. GRANLOMETR

100100 100 100

10016.5 8.0 2.5

9331.1 19.0 6.3

6745.6 30.1 10.1

5357.6 39.6 17.6

4069.6 51.6 29.7

3182.7 69.2 49.3

2094.7 90.3 81.6

9100.0 100.0 100.0

KARIIM GRANLOMETRS

100KIRMA KUM 324.0 831.4 500 331.4 %2.3

9NO 1 326.0 843.0 510 333.0 %2.1

20NO 2 324.0 831.4 500 331.4 %2.3

31zgl ArlkDYK AIRLIK I) (J=HL KABI+NUMUNE+SU

40DOGAL KUM

53KIRMA KUM

67NO 1 230.0 1750.0 1546 84.0 2.74

93

100NO 2 230.0

Su EmmeKURU AIRLIK C) DYK NUMUNE+DARA D) DARA ) DYK AIRLIK F=D-E ) SU EMME G= ( F-C) / C ) ( ( (E ( (

DOGAL KUM 324.0 831.4 500 331.4 %2.3

163.00 1649.00 1546 60.00 2.72

163.00 1649.00 1546 60.00 2.72

(K )L KABI+SU ( L) DYK HACM ( M=J+L-K ) DYK ZGL AIRLIK ( ( S=J/M (R) )

1750.0 1546 84.0 2.74

18--20 22 300 0.492

MATA NO 1-2

12 / 12-22

ORANLAR

66.0

34.0

100

0.2517

9100.0 100.0 100.0

100NO 2 230.0 1750.0 1546 84.0 2.74


DK 003

MKSER DEVR SAYISI


: : : :

18--20 22 340 0.475KIRMATA NO 1-2

30 devir / dk

TP KAYNAK

U.KL

DARACEM 558

0-3 / 0-5

4-12 / 12-22

:




ORANLAR


BATA CEM I P 42.5 R


340 181



LAB

2.30

40

0 0 0 0DARACEM 558

50

11 12 27 %1.50

2.61 2.68 2.71 2.72 1.1800

895 202 223 504 5.70 0.00 0.00 2,390

%0.85 %0.49 %0.36 %0.53

50 11 12 27 100

61.0

39.0



-1020

5 Dak. - S1 21.5 10 10 2.0 2400 2.385 -1.020


120.0

100.093 80.0 60.0 53 67

100

100AHT W/C

0.388050 142SU KESME


0.37 1.1800 6.306930 3106 19735

%

40.0

40 3120 9

220.0DEN.BA.SAAT


0.0

0,25

0,5

1.0

2.0

4.0

8.0

16

31,5


PM HESABI

414


KAYNAK0 0 0 0

%53 19 28

31.5100 100 100

16100 100 76

8100 70 1

499 1

276

159

0.538

0.2517

KARIIM GRANLOMETRSMAX. GRANLOMETR OPTMUM GRANLOMETR MN. GRANLOMETR

100100 100 100

10016.5 8.0 2.5

9331.1 19.0 6.3

6745.6 30.1 10.1

5357.6 39.6 17.6

4069.6 51.6 29.7

3182.7 69.2 49.3

2094.7 90.3 81.6

9100.0 100.0 100.0

KARIIM GRANLOMETRS

100KIRMA KUM 324.0 831.4 500 331.4 %2.3

9NO 1 326.0 843.0 510 333.0 %2.1

20NO 2 324.0 831.4 500 331.4 %2.3

31zgl ArlkDYK AIRLIK I) (J=HL KABI+NUMUNE+SU

40DOGAL KUM

53KIRMA KUM

67NO 1 230.0 1750.0 1546 84.0 2.74

93

100NO 2 230.0 1750.0 1546 84.0 2.74

Su EmmeKURU AIRLIK ( C) DYK NUMUNE+DARA (D) DARA (E ) DYK AIRLIK ( F=D-E ) SU EMME ( G= ( F-C) / C )

DOGAL KUM 324.0 831.4 500 331.4 %2.3

163.00 1649.00 1546 60.00 2.72

163.00 1649.00 1546 60.00 2.72



DK 004

MKSER DEVR SAYISI


: : : :

18--20 22 360 0.46KIRMATA NO 1-2

30 devir / dk

TP KAYNAK3

U.KL

DARACEM 558

0-3 / 0-5

4-12 / 12-22

:

TEORIK AGIRLIKLAR (kg/m ) KAYNAK %-katsayi ZG. AGIRLIK



ORANLAR


BATA CEM I P 42.5 R


360 184



LAB

2.30

40

0 0 0 0DARACEM 558

50

11 12 27 %1.50

2.61 2.68 2.71 2.72 1.1800

882 199 220 496 6.00 0.00 0.00 2,386

%0.85 %0.49 %0.36 %0.53

50 11 12 27 100

61.0

39.0


5 Dak. - S1 23.0 10 10 2.0 2400 2.379 -0.870


120.0 100.0

100AHT W/C

93

100

80.060.0

0.388030 152SU KESME

6753 31


-870


0.38 1.1800 6.306930 3106 19735

%

40.0

40

020.0DEN.BA.SAAT

20 90,25 0,5 1.0 2.0 4.0 8.0 16 31,5


0.0


PM HESABI

434


KAYNAK0 0 0 0

%53 19 28

31.5100 100 100

16100 100 76

8100 70 1

499 1

276

159

0.538

0.2517

KARIIM GRANLOMETRSMAX. GRANLOMETR OPTMUM GRANLOMETR MN. GRANLOMETR KARIIM GRANLOMETRS

100100 100 100 100

10016.5 8.0 2.5 9

9331.1 19.0 6.3 20

6745.6 30.1 10.1 31

5357.6 39.6 17.6 40DOGAL KUM

4069.6 51.6 29.7 53KIRMA KUM

3182.7 69.2 49.3 67

2094.7 90.3 81.6 93

9100.0 100.0 100.0 100

Su EmmeKURU AIRLIK ( C) DYK NUMUNE+DARA ( D) DARA (E ) DYK AIRLIK ( F=D-E ) SU EMME ( G= ( F-C) / C )

DOGAL KUM 324.0 831.4 500 331.4 %2.3

KIRMA KUM 324.0 831.4 500 331.4 %2.3

NO 1 326.0 843.0 510 333.0 %2.1

NO 2 324.0 831.4 500 331.4 %2.3


NO 1 230.0 1750.0 1546 84.0 2.74

NO 2 230.0 1750.0 1546 84.0 2.74

163.00 1649.00 1546 60.00 2.72

163.00 1649.00 1546 60.00 2.72


BETON KARIIM ZETDENEYN AMACI KARIIM NO KARIIM TARH BETON SINIFI MENTO DOZAJI KL DOZAJI C Kg/m3 Kg/m3 DK

0 DK 000 30/09/11 C 20 270 40BATA CEM I P 42.5 R0

DK 001 30/09/11 C 20 280 40BATA CEM I P 42.5 R0

DK 002 30/06/11 C 30 300 40BATA CEM I P 42.5 R0

DK 003 30/06/11 C 35 340 40BATA CEM I P 42.5 R0

DK 004 30/06/11 C 40 360 40BATA CEM I P 42.5 R0

MENTO KAYNAI MN. KAT.KAYNAI W/C--W(C+MN.KAT.nn%40:) U.KL KUL.ORANI MN. KAT.KAYNAI KIRMA KUM 0-3 KAYNAK KIRMA KUM 0-5 KAYNAK KIRMA TA 5-12 KAYNAK KIRMA TA 12-25 KAYNAK KATKI KULLANIM ORANI % % % % % % %

0.67 0 55.00 0 5.50 0 11.50 0 22.50 0 1.00%WRDA 90

0.58 0 55.00 0 5.50 0 11.50 0 22.50 0 1.00%DARACEM 558

0.49 0 53.00 0 13.00 0 11.50 0 22.50 0 1.30%DARACEM 558

0.37 0 50.00 0.00 11.00 0.00 12.00 0.00 27.00 0.00 1.50%DARACEM 558

0.38 0 50.00 0 0.00 0 12.00 0 27.00 0 1.50%DARACEM 558

KAYNAK KATKI FRMA ADI KME SLUMP KAYBI (Dakika) LAB.SICAKLIK Beton SICAKLIK HAVA MKTARI AHT W/C ORANI DZ.W/C SU ( m3/lt ) SU KESME ORANI GEREK BR.A. DENEY BALAMA SAAT DI MEKANDAK PRZ SAAT MEKANDAK PRZ SAAT DAYANIM 1 GN DAYANIM 3 GN DAYANIM 7 GN DAYANIM 28 GN NOT/NOTES SU KESME % KALIP IKI: YOUNLUK PH KATI MADDE 01/10/11 03/10/11 07/10/11 28/10/11 5-10oC 25-35 oC N/mm2 N/mm2 N/mm2 N/mm2 cm 45 Dak.- S2 Co Co % % % lt % Kg/m3

0.0 16.0 15 15 2.0 0.70 0.67 207 5 238015:00

0.0 16.0 10 10 2.0 0.47 0.58 185 -23 240015:00

0.0 14.0 10 10 2.0 0.47 0.49 166 -4 240015:00

0.0 21.5 10 100 2.0 0.38 0.37 142 2 240015:00

0.0 23.0 10 100 2.0 0.38 0.38 152 0 240015:00

18 SAAT

18 SAAT

18 SAAT

18 SAAT

18 SAAT

5 1.1900 7.50

-23 1.1350 6.30

-4 1.1450 6.30

2 1.1800 6.30

0 1.1800 6.30

beton dizayn program

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