Cov khoom

DIN 6921 flange bolts Chav Kawm 8.8 thiab 10.9

Lus piav qhia luv luv:

DIN 6921 yog tus qauv German rau hexagon flange bolts.Lub npe CL 8.8 yog hais txog cov khoom siv thiab qib zog ntawm lub ntsia liaj qhov rooj.8.8 txhais tau tias cov khoom siv ntsia liaj qhov rooj muaj lub zog tensile tsawg kawg yog 800 N / mm² thiab lub zog tawm los ntawm 640 N / mm².

Yog li, vim li cas thiaj xaiv DIN 6921 CL 8.8 bolts?Lawv feem ntau siv rau hauv cov ntawv thov uas xav tau lub zog siab thiab ua haujlwm rau kev co, xws li cov tshuab hnyav, cov khoom siv tsheb, thiab cov khoom siv.

Nws yog ib qho tseem ceeb uas yuav tsum nco ntsoov tias tsis yog txhua lub bolts raug tsim sib npaug.Kev siv cov ntsia liaj qhov rooj tsis ncaj ncees lawm hauv daim ntawv thov kev nyuaj siab tuaj yeem ua rau muaj kev phom sij thiab raug nqi ntau.Nco ntsoov siv cov lus qhia tshwj xeeb rau koj cov kev xav tau thiab xaiv cov tuam txhab txhim khu kev qha.


Product Detail

Khoom cim npe

Cov khoom npe HEX BOLT DIN 931 / ISO4014 ib nrab xov
Txuj DIN, ASTM / ANSI JIS EN ISO, AS, GB
Qib Steel Qib: DIN: Gr.4.6,4.8,5.6,5.8,8.8,10.9,12.9;SAE: Gr.2,5,8;
ASTM: 307A, A325, A490
Ua tiav Zinc (Daj, Dawb, Xiav, Dub), Hop Dip Galvanized (HDG), Dub Oxide,
Geomet, Dacroment, anodization, Nickel plated, Zinc-Nickel plated
Txheej txheem ntau lawm M2-M24: Txias Froging, M24-M100 Kub Forging,
Machining thiab CNC rau Customized fastener
Customized Products Lead lub sij hawm 30-60 hnub,
HEX-BOLT-DIN-ib nrab xov

Ntsia Hlau Xov
d

M1.6

M2

M2.5

M3

(M3.5)

M4

M5

M6

(M7)

M8

M10

M12

P

Suab

0.35 Nws

0.4

0.45 ib

0.5

0.6

0.7

0.8 ua

1

1

1.25

1.5

1.75 ib

b

L≤125

9

10

11

12

13

14

16

18

20

22

26

30

125<L≤200

15

16

17

18

19

20

22

24

26

28

32

36

L 200

28

29

30

31

32

33

35

37

39

41

45

49

c

max

0.25

0.25

0.25

0.4

0.4

0.4

0.5

0.5

0.6

0.6

0.6

0.6

min

0.1

0.1

0.1

0.15

0.15

0.15

0.15

0.15

0.15

0.15

0.15

0.15

da

max

2

2.6

3.1

3.6

4.1

4.7

5.7

6.8

7.8 ib

9.2 ib

11.2

13.7 ib

ds

max = nominal loj

1.6

2

2.5

3

3.5

4

5

6

7

8

10

12

Qib A

min

1.46 ib

1.86 ib

2.36 ib

2.86 ib

3.32 ib

3.82 ib

4.82 ib

5.82 ib

6.78 ib

7.78 ib

9.78 ib

11.73 Nws

Qib B

min

1.35 Nws

1.75 ib

2.25

2.75 ib

3.2

3.7

4.7

5.7

6.64 ib

7.64 ib

9.64 ib

11.57 Nws

dw

Qib A

min

2.54 ib

3.34 ib

4.34 ib

4.84 ib

5.34 ib

6.2

7.2

8.88 ib

9.63 ib

11.63 Nws

14.63 Nws

16.63 Nws

Qib B

min

2.42 ib

3.22

4.22

4.72 ib

5.22

6.06 ib

7.06 ib

8.74 ib

9.47 ib

11.47 Nws

14.47 Nws

16.47 Nws

e

Qib A

min

3.41 ib

4.32 ib

5.45 ib

6.01 Nws

6.58 ib

7.66 ib

8.79 ib

11.05 Nws

12.12 Nws

14.38 Nws

17.77 Nws

20.03 Nws

Qib B

min

3.28

4.18

5.31 ib

5.88 ib

6.44 ib

7.5

8.63 ib

10.89 Nws

11.94 Nws

14.2

17.59 Nws

19.85 Nws

L1

max

0.6

0.8 ua

1

1

1

1.2

1.2

1.4

1.4

2

2

3

k

Nominal Loj

1.1

1.4

1.7

2

2.4

2.8

3.5

4

4.8

5.3

6.4

7.5

Qib A

max

1.225 Nws

1.525 Nws

1.825 ib

2.125 ib

2.525 ib

2.925 ib

3.65 ib

4.15

4.95 ib

5.45 ib

6.58 ib

7.68 ib

min

0.975 ib

1.275 ib

1.575 ib

1.875 ib

2.275 ib

2.675 ib

3.35 Nws

3.85 ib

4.65 ib

5.15

6.22

7.32 ib

Qib B

max

1.3

1.6

1.9

2.2

2.6

3

3.74 ib

4.24 ib

5.04 ib

5.54 ib

6.69 ib

7.79 ib

min

0.9

1.2

1.5

1.8

2.2

2.6

3.26

3.76 ib

4.56 ib

5.06 ib

6.11

7.21 ib

k1

Qib A

min

0.68 ib

0.89 ib

1.1

1.31 ib

1.59 ib

1.87 ib

2.35 Nws

2.7

3.26

3.61 ib

4.35 Nws

5.12

Qib B

min

0.63 ib

0.84 ib

1.05 Nws

1.26

1.54 ib

1.82 ib

2.28

2.63 ib

3.19 ib

3.54 ib

4.28 ib

5.05 Nws

r

min

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.25

0.25

0.4

0.4

0.6

s

max = nominal loj

3.2

4

5

5.5

6

7

8

10

11

13

16

18

Qib A

min

3.02 Nws

3.82 ib

4.82 ib

5.32 ib

5.82 ib

6.78 ib

7.78 ib

9.78 ib

10.73 Nws

12.73 Nws

15.73 Nws

17.73 Nws

Qib B

min

2.9

3.7

4.7

5.2

5.7

6.64 ib

7.64 ib

9.64 ib

10.57 Nws

12.57 Nws

15.57 Nws

17.57 Nws

Ntev ntawm Xov b

-

-

-

-

-

-

-

-

-

-

-

-

Ntsia Hlau Xov
d

(M14)

M16

(M18)

M20

(M22)

M24

(M27)

M30

(M33)

M36

(M39)

M42

P

Suab

2

2

2.5

2.5

2.5

3

3

3.5

3.5

4

4

4.5

b

L≤125

34

38

42

46

50

54

60

66

72

-

-

-

125<L≤200

40

44

48

52

56

60

66

72

78

84

90

96

L 200

53

57

61

65

69

73

79

85

91

97

103

109

c

max

0.6

0.8 ua

0.8 ua

0.8 ua

0.8 ua

0.8 ua

0.8 ua

0.8 ua

0.8 ua

0.8 ua

1

1

min

0.15

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.3

0.3

da

max

15.7 ib

17.7 ib

20.2

22.4 ib

24.4 ib

26.4 ib

30.4 ib

33.4 ib

36.4 ib

39.4 ib

42.4 ib

45.6 ib

ds

max = nominal loj

14

16

18

20

22

24

27

30

33

36

39

42

Qib A

min

13.73 Nws

15.73 Nws

17.73 Nws

19.67 Nws

21.67 Nws

23.67 Nws

-

-

-

-

-

-

Qib B

min

13.57 Nws

15.57 Nws

17.57 Nws

19.48 Nws

21.48 Nws

23.48 Nws

26.48 Nws

29.48 Nws

32.38 Nws

35.38 Nws

38.38 Nws

41.38 Nws

dw

Qib A

min

19.64 Nws

22.49 Nws

25.34 Nws

28.19 Nws

31.71 Nws

33.61 Nws

-

-

-

-

-

-

Qib B

min

19.15 Nws

22

24.85 Nws

27.7 ib

31.35 Nws

33.25 Nws

38

42.75 ib

46.55 Nws

51.11 Nws

55.86 ib

59.95 ib

e

Qib A

min

23.36 Nws

26.75 Nws

30.14 Nws

33.53 Nws

37.72 ib

39.98 ib

-

-

-

-

-

-

Qib B

min

22.78 Nws

26.17 Nws

29.56 Nws

32.95 Nws

37.29 Nws

39.55 Nws

45.2 ib

50.85 ib

55.37 ib

60.79 ib

66.44 ib

71.3 ib

L1

max

3

3

3

4

4

4

6

6

6

6

6

8

k

Nominal Loj

8.8 ib

10

11.5

12.5 ib

14

15

17

18.7 ib

21

22.5 ib

25

26

Qib A

max

8.98 ib

10.18 Nws

11.715 Nws

12.715 Nws

14.215 Nws

15.215 Nws

-

-

-

-

-

-

min

8.62 ib

9.82 ib

11.285 Nws

12.285 Nws

13.785 Nws

14.785 Nws

-

-

-

-

-

-

Qib B

max

9.09 ib

10.29 Nws

11.85 Nws

12.85 Nws

14.35 Nws

15.35 Nws

17.35 Nws

19.12 Nws

21.42 Nws

22.92 Nws

25.42 Nws

26.42 Nws

min

8.51 ib

9.71 ib

11.15 Nws

12.15 Nws

13.65 Nws

14.65 Nws

16.65 Nws

18.28 Nws

20.58 Nws

22.08 Nws

24.58 Nws

25.58 Nws

k1

Qib A

min

6.03 ib

6.87 ib

7.9 ib

8.6

9.65 ib

10.35 Nws

-

-

-

-

-

-

Qib B

min

5.96 ib

6.8

7.81 ib

8.51 ib

9.56 ib

10.26 Nws

11.66 Nws

12.8 ib

14.41 Nws

15.46 Nws

17.21 Nws

17.91 Nws

r

min

0.6

0.6

0.6

0.8 ua

0.8 ua

0.8 ua

1

1

1

1

1

1.2

s

max = nominal loj

21

24

27

30

34

36

41

46

50

55

60

65

Qib A

min

20.67 Nws

23.67 Nws

26.67 Nws

29.67 Nws

33.38 Nws

35.38 Nws

-

-

-

-

-

-

Qib B

min

20.16 Nws

23.16 Nws

26.16 Nws

29.16 Nws

33

35

40

45

49

53.8 ib

58.8 ua

63.1 ib

Ntev ntawm Xov b

-

-

-

-

-

-

-

-

-

-

Ntsia Hlau Xov
d

(M45)

M48

(M52)

M56

(M60)

M64

P

Suab

4.5

5

5

5.5

5.5

6

b

L≤125

-

-

-

-

-

-

125<L≤200

102

108

116

-

-

-

L 200

115

121

129

137

145

153

c

max

1

1

1

1

1

1

min

0.3

0.3

0.3

0.3

0.3

0.3

da

max

48.6 ib

52.6 ib

56.6 ib

63

67

71

ds

max = nominal loj

45

48

52

56

60

64

Qib A

min

-

-

-

-

-

-

Qib B

min

44.38 Nws

47.38 Nws

51.26 ib

55.26 ib

59.26 ib

63.26 ib

dw

Qib A

min

-

-

-

-

-

-

Qib B

min

64.7 ib

69.45 ib

74.2 ib

78.66 ib

83.41 ib

88.16 ib

e

Qib A

min

-

-

-

-

-

-

Qib B

min

76.95 ib

82.6 ib

88.25 ib

93.56 ib

99.21 ib

104.86 ib

L1

max

8

10

10

12

12

13

k

Nominal Loj

28

30

33

35

38

40

Qib A

max

-

-

-

-

-

-

min

-

-

-

-

-

-

Qib B

max

28.42 Nws

30.42 Nws

33.5 ib

35.5 ib

38.5 ib

40.5 ib

min

27.58 Nws

29.58 Nws

32.5 ib

34.5 ib

37.5 ib

39.5 ib

k1

Qib A

min

-

-

-

-

-

-

Qib B

min

19.31 Nws

20.71 Nws

22.75 Nws

24.15 Nws

26.25 Nws

27.65 Nws

r

min

1.2

1.6

1.6

2

2

2

s

max = nominal loj

70

75

80

85

90

95

Qib A

min

-

-

-

-

-

-

Qib B

min

68.1 ib

73.1 ib

78.1 ib

82.8 ib

87.8 ua

92.8 ua

Ntev ntawm Xov b

-

-

-

-

-

-

Nta thiab Cov txiaj ntsig

DIN 6921 yog ib hom hex flange bolt uas feem ntau siv hauv kev lag luam thiab kev tsim kho.Cov ntsia liaj qhov rooj no muaj lub flange uas ua raws li lub tshuab ntxhua khaub ncaws thiab pab faib cov khoom hla ntawm thaj chaw dav dua.Lub taub hau ntawm lub ntsia liaj qhov rooj yog hexagonal nyob rau hauv cov duab thiab yog ib qho yooj yim rau zawm siv ib tug ciaj ntswj los yog lub qhov (socket).

Cov ntsia liaj qhov rooj no yog dav siv nyob rau hauv machinery, automotive industries, thiab nyob rau hauv kev tsim kho, vim nws tshwj xeeb zog thiab durability.Nws yog tsim los ntawm cov ntaub ntawv zoo xws li stainless hlau, titanium, thiab carbon hlau, uas muab lub sij hawm ntev tiv thaiv hnav, corrosion, thiab xeb.

DIN 6921 bolts yog tsim los rau nruj tolerances thiab yuav tsum nruj me ntsis tswj kev ntsuas kom ntseeg tau tias lawv ua tau raws li cov qauv siab tshaj plaws ntawm kev ua tau zoo thiab kev ua tau zoo.Cov bolts no muaj nyob rau hauv ntau qhov ntau thiab tsawg, qhov ntev, thiab ua tiav kom haum rau cov kev siv sib txawv thiab cov kev xav tau.

Tsis tas li ntawd, DIN 6921 bolts ua raws li cov qauv kev lag luam nruj, suav nrog DIN (Deutsches Institut für Normung) thiab ISO (International Organization for Standardization) cov qauv.Lawv kuj raug sim rau lawv qhov hardness, tensile lub zog, thiab qhov tseeb qhov tseeb ua ntej tso tawm rau kev muag khoom.Tag nrho cov xwm txheej no ua rau muaj txiaj ntsig zoo thiab txhim khu kev qha ntawm DIN 6921 bolt.

Zuag qhia tag nrho, DIN 6921 bolt yog ntau yam thiab muaj zog fastening tov uas yog siv nyob rau hauv ntau yam kev lag luam.Nws yog tsim los muab lub zog tuav zoo heev, tiv taus hnav thiab tsim kua muag, thiab yooj yim ntawm kev teeb tsa.Nws txoj kev tsim kho zoo thiab kev ua raws li cov qauv kev lag luam ua rau nws yog qhov kev xaiv zoo tshaj plaws rau engineers, designers, thiab cov kws tsim kho thoob ntiaj teb.


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