Cov khoom

Hex Flange Bolt Din 6921 Chav Kawm 8.8 Tag Nrho Cov Xov Tooj Zinc Plated

Lus piav qhia luv luv:

FLANGE BOLT DIN 6921 yog qhov zoo tshaj plaws fastener tsim los muab kev sib txuas ruaj ntseg thiab txhim khu kev qha hauv ntau qhov chaw tsim khoom.Cov ntsia liaj qhov rooj no yog tsim los ntawm cov khoom siv qib siab uas ua kom nws cov kav ntev thiab lub zog, ua kom nws tiv taus cov khoom hnyav thiab qhov kub thiab txias.Lub taub hau flange yog tsim los faib cov khoom sib npaug, muab kev tuav ruaj khov thiab ruaj ntseg thaum tiv thaiv kev puas tsuaj rau hauv qab.Nrog nws cov precision engineering thiab high-quality tiav, FLANGE BOLT DIN 6921 yog ib tug ntau yam thiab txhim khu kev qha fastener uas yuav siv tau nyob rau hauv ntau yam kev siv, nrog rau kev tsim kho, kev tsim, thiab kev lag luam tsheb.


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

Flange Bolt Din 6921 yog qhov zoo tshaj plaws fastener tsim los tsim kom muaj kev sib raug zoo thiab txhim khu kev qha ntawm ob yam khoom.Lub ntsia liaj qhov rooj nta lub taub hau flanged, uas faib cov load siab tshaj qhov chaw loj dua, txo qhov kev pheej hmoo ntawm kev puas tsuaj lossis deformation.Qhov kev tsim no kuj ua rau cov ntsia liaj qhov rooj haum rau siv rau hauv cov ntawv thov uas yuav tsum tau siv cov kev siv siab-torque.

Ua los ntawm cov ntaub ntawv zoo tshaj plaws, Flange Bolt Din 6921 yog cov tiv taus corrosion, abrasion, thiab lwm yam kev hnav thiab tsim kua muag.Nws muaj nyob rau hauv ntau qhov ntau thiab tsawg, ua kom nws haum txig rau ntau hom kev sib dhos, tshuab, thiab khoom siv.

Lub ntsia liaj qhov rooj tseem yog ib qho yooj yim rau nruab thiab yuav tsum tau saib xyuas tsawg, ua rau nws yog qhov kev xaiv zoo tshaj plaws rau kev ua haujlwm hnyav.Nws lub zog zoo dua thiab ua haujlwm ntev ua rau nws tsim nyog rau kev siv ntau yam lag luam, suav nrog kev tsim kho, tsim khoom, thiab tsheb.

Hauv kev xaus, Flange Bolt Din 6921 yog ib qho kev sib txuas ntau yam uas muaj kev ua tau zoo thiab kev ntseeg siab.Nws yog ib qho tseem ceeb nyob rau hauv ib qho kev sib dhos lossis tshuab uas yuav tsum tau muaj kev sib txuas ruaj khov thiab ruaj ntseg.Txawm hais tias koj xav tau nws yooj yim DIY tej yaam num los yog loj-scale muaj kev lag luam, no bolt yog ib qho kev xaiv zoo heev rau tag nrho koj cov kev xav tau fastening.


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