橡膠式暨立管防振 - 兆山辰精密科技股份有限公司 · JRA 型橡膠式避震器...

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橡膠式暨立管防振

Transcript of 橡膠式暨立管防振 - 兆山辰精密科技股份有限公司 · JRA 型橡膠式避震器...

JRA

C.R

HVAC

Compression

Tension

62

42

82

122

162

52

34

70

110

150

37

28

46

61

66

M10

M8

M12

M16

M20

37

28

47

55

64

100

30

200

500

1000

200

100

500

1000

1500

JRA-60

JRA-40

JRA-80

JRA-120

JRA-160

PS

JN

HVAC

JM-3-C JM-3-P

JM-2-C JM-2-P

JM

D H A B CS BD Min Max (mm) (Hz) Kgs

JM-0502-C.P. 50 30 91 73 M8 9 15 35 5 7 30

JM-0503-C.P. 50 44 91 73 M8 9 15 35 7 6 30

JM-0602-C.P. 60 35 105 83 M8 11 30 80 9 7 60

JM-0603-C.P. 60 51 105 83 M8 11 30 80 13 6 60

JM-0802-C.P. 80 47 140 110 M10 13 60 150 11 6.3 120

JM-0803-C.P. 80 68 140 110 M10 13 60 150 15 5.3 120

JM-1202-C.P. 120 67 210 165 M12 15 120 300 18 5 250

JM-1203-C.P. 120 98 210 165 M12 15 120 300 27 4.2 250

JM-1602-C.P. 160 86 280 220 M16 19 280 700 25 4.4 550

JM-1603-C.P. 160 126 280 220 M16 19 280 700 39 3.5 550

(Kgs) (mm)

MR

CNC

33

40

5360

108

167

180225

4

H

HL

AB

D

C.R

5~10Hz

D d H Min Max

S TYPE 90 70 50 50 CR 300 500

C TYPE 90 70 50 65 CR 500 850

Q TYPE 140 134 50 65 CR 2000 4000

(Kg)

(mm)

D d H Min Max

DR-90 90 13 40 30 100 CR 6 100

(Kgs)

mm

(mm) Kg

5

BR

TENSION SHEAR COMPRESSION

-M16

W

H

BD

A

L

L W H CS A BD Min MaxBR-300 150 94 70 M16 120 17 150 300

(Kg) (mm)

6

JRN

&

E

F DH

BCS

C

A

Load vs. Deflection

Loa

d(kg

)

Load(kgs)

Deflection(mm)

Nat

ural

Fre

quen

cy(H

z)

Load vs. Natural Frequency

JRN-1000

JRN-1000

JRN-500

JRN-500

7

mm mm mm mm mm mm mm mm Shore A Kg/mm Kg

JRN-500 186 150 96 125 19.5 13.5 43 M16 5 55 118 450~750

JRN-1000 186 150 96 125 19.5 13.5 43 M16 5 65 213 800~1000

F H CS

A B C D E

RS

17

55

35

10080

6 M1080 10

0

Load vs. Deflection

RS-060RS-060

Deflection(mm) Natural Frequency(Hz)

Loa

d(kg

)

Loa

d(kg

)

Load vs. Natural Frequency

8

JRQ

40 20

34 84

-M8

-M8

-M8-30L

Min Max mm KgJRQ-035 2 3.5 6 3.0JRQ-080 3.5 8 6 7.0

(Kg)

7 5

10

12.5

8

10

12

Q

2.5

5

7.5

4

6

8

0 2 4 6 8 10 120

4.75 5 5.25 5.5 5.75 6 6.25 6.5 6.75 7 7.252

Load vs. Deflection

Deflection(mm) Natural Frequency(Hz)

Loa

d(kg

)

Loa

d(kg

)

Load vs. Natural Frequency

JRQ-035JRQ-080 JRQ-035

JRQ-080

9

(SUS)

(SUS)

(SUS)

10

PSR

35~200 TONS C

&

Deflection(mm)

Loa

d(kg

)

Load/Defiection Curves

334

335

110

0

1000

2000

3000

4000

5000

6000

7000

8000

9000

10000

0 5 10 15 20

PSR-S

PSR-R

(Kg)

PSR-350-S 65 4500

PSR-350-R 50 3000

DA

JIS

11

*

L50x50 W

JIS

DB

JIS

*

L50x50 W

JIS

12

13

14

15

16

012345

012345

012345

012345

012345

012345

CR IIR

EPDM NBR

(ASTM) (CR) (IIR) (NBR) (EPDM) ( NR ) (Si)()

()

() O O O

O

O O O O O O O

-35~-55 -10~-20 -70~-120

130 130 130 150 70

-10~-20

280

-10~-20 -40~-60

(ASTM) (CR) (IIR) (NBR) (EPDM) (Si) O

O

O O (MEK) O O

O

O O O O O O O O O O

NR( )

O

-

17

(cm) (mm/sec)

1. (

18

dB Gain

60 1000

40 100

20 10

10 3.16

6 2

3 1.41

1 1.12

0 1

-1 0.891

-3 0.708

-6 0.501

-10 0.316

-20 0.1

-40 0.01

-60 0.001

dB

dB=20log(V/Vref)

Vref=10-9 m/s

1g=32.174 ft/sec 1g=9.807 m/sec in/sec =0.0254 m/sec 1gal=1 cm/sec

1mil=0.001 in

1mil=0.0254 mm

1in=25.4 mm

1cm=10 mm

1Hz=1cps

1Hz=0.159 rad/sec

1Hz=60 rpm

1rpm=0.0167 Hz

1rpm=1 cpm

Average Value = 0.637 x Peak Value

RMS Value = 0.707 x Peak Value

Peak Value = 1.414 x RMS Value

Peak to Peak Value = 2 x Peak Value

Peak to Peak Value = 2.828 x RMS Value

Peak Peak to Peak RMS AveragePeak 1 0.5 1.414 1.57

Peak to Peak 2 1 2.828 3.14RMS 0.707 0.354 1 1.11

Average 0.637 0.319 0.901 1

3583087 (02) 8751-8115 (02) 8751-3115316010F5 (04) 2327-3181 (04) 2327-3298301 (07) 396-3080 (07) 396-3070 4() (03) 462-1888 (03) 452-6822()

(0755) 2959-5740 (0755) 2959-5743()

75608()

(021) 5953-1398 (021) 5953-1399 http//www.jsc.com.tw [email protected]

2016.01

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