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CB136
35~40%Compression 6/9

  Material  

Heat resistance

Curl direction

SWP JIS G 3522

80°

Right

Video  3D view Specification of product PDF
  
CB136  
 
 
 
※ Please refer to the specifications for details.
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How to order
     

D

L

d

Solid height

max. compression

Load
N/max

Modulus
±10%

L x %

F max.

3

5

0.30

1.7

40%

2.0

2.9

1.5
N/mm

10

0.40

5.4

40%

4.0

5.9

15

0.45

9.5

40%

6.0

8.8

20

0.45

9.5

40%

8.0

11.8

25

0.50

16.2

40%

10.0

14.7

4

5

0.40

2.7

40%

2.0

2.9

1.5
N/mm

10

0.40

2.7

40%

4.0

5.9

15

0.50

6.5

40%

6.0

8.8

20

0.55

9.6

40%

8.0

11.8

25

0.55

9.6

40%

10.0

14.7

30

0.60

15.0

40%

12.0

17.7

35

0.60

15.0

40%

14.0

20.6

40

0.65

22.1

40%

16.0

23.5

5

5

0.45

2.4

40%

2.0

3.9

2.0
N/mm

10

0.50

3.3

40%

4.0

7.8

15

0.60

6.3

40%

6.0

11.8

20

0.60

6.3

40%

8.0

15.7

25

0.70

12.6

40%

10.0

19.6

30

0.70

12.6

40%

12.0

23.5

35

0.75

17.3

40%

14.0

27.5

40

0.75

17.3

35%

14.0

27.5

45

0.80

24.9

35%

15.7

30.4

50

0.80

24.9

35%

17.5

34.3

55

0.85

32.3

35%

19.2

37.3

60

0.85

34.5

35%

21.0

41.2

65

0.85

34.5

35%

22.7

44.1

70

0.90

44.6

35%

24.5

48.1

6

5

0.50

2.4

40%

2.0

3.9

2.0
N/mm

10

0.60

4.3

40%

4.0

7.8

15

0.60

4.3

40%

6.0

11.8

20

0.70

7.7

40%

8.0

15.7

25

0.70

7.7

40%

10.0

19.6

30

0.80

14.0

40%

12.0

23.5

35

0.80

14.0

40%

14.0

27.5

40

0.85

18.7

40%

16.0

31.4

45

0.85

18.7

40%

18.0

35.3

50

0.90

24.8

40%

20.0

39.2

55

0.90

24.8

35%

19.2

37.3

60

0.90

24.8

35%

21.0

41.2

65

0.90

26.1

35%

22.7

44.1

70

1.00

43.0

35%

24.5

48.1

80

1.00

39.7

35%

28.0

54.9

8

10

0.70

4.0

40%

4.0

7.8

2.0
N/mm

15

0.80

6.8

40%

6.0

11.8

20

0.80

6.8

40%

8.0

15.7

25

0.80

6.8

40%

10.0

19.6

30

0.90

10.8

40%

12.0

23.5

35

0.90

10.8

40%

14.0

27.5

40

1.00

17.5

40%

16.0

31.4

45

1.00

17.5

40%

18.0

35.3

50

1.00

17.5

40%

20.0

39.2

55

1.10

27.5

40%

22.0

43.1

60

1.10

27.5

40%

24.0

47.1

65

1.10

27.5

40%

26.0

51.0

70

1.10

27.5

40%

28.0

54.9

80

1.20

42.0

40%

32.0

62.8

10

10

0.85

5.0

40%

4.0

7.8

2.0
N/mm

15

0.90

6.3

40%

6.0

11.8

20

0.90

6.3

40%

8.0

15.7

25

1.00

10.0

40%

10.0

19.6

30

1.00

10.0

40%

12.0

23.5

35

1.00

10.0

40%

14.0

27.5

40

1.00

10.0

40%

16.0

31.4

45

1.10

14.3

40%

18.0

35.3

50

1.10

14.3

40%

20.0

39.2

55

1.20

21.6

40%

22.0

43.1

60

1.20

21.6

40%

24.0

47.1

65

1.20

21.6

40%

26.0

51.0

70

1.30

32.5

40%

28.0

54.9

80

1.30

32.5

40%

32.0

62.8

13

15

1.00

6.0

40%

6.0

11.8

2.0
N/mm

20

1.10

7.5

40%

8.0

15.7

25

1.10

7.5

40%

10.0

19.6

30

1.20

11.1

40%

12.0

23.5

35

1.20

11.1

40%

14.0

27.5

40

1.20

11.1

40%

16.0

31.4

45

1.20

11.1

40%

18.0

35.3

50

1.30

15.6

40%

20.0

39.2

55

1.30

15.6

40%

22.0

43.1

60

1.30

15.6

40%

24.0

47.1

65

1.40

21.0

40%

26.0

51.0

70

1.40

21.0

40%

28.0

54.9

80

1.40

21.0

40%

32.0

62.8

16

15

1.2

7.5

40%

6.0

11.8

2.0
N/mm

20

1.3

8.5

40%

8.0

15.7

25

1.4

12.6

40%

10.0

19.6

30

1.4

12.6

40%

12.0

23.5

35

1.4

12.6

40%

14.0

27.5

40

1.4

12.6

40%

16.0

31.4

45

1.6

22.4

40%

18.0

35.3

50

1.6

22.4

40%

20.0

39.2

55

1.6

22.4

40%

22.0

43.1

60

1.7

28.9

40%

24.0

47.1

65

1.7

28.9

40%

26.0

51.0

70

1.7

28.9

40%

28.0

54.9

80

1.7

28.9

40%

32.0

62.8

※Load calculation formula:Load(N) = Modulus x Compression
※Conversion:kgf=N x 0.102
※Solid height is the reference value,there will be little difference in the production.

 
Example:CB136-5-30-0.7
Length 30(ex. Tensile 5mm) to load 25
Load=Modulus X Extension
10N=2N/mm X 5mm