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Cone Rubber Fender with High Quality and Performance
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Product: Views:402Cone Rubber Fender with High Quality and Performance 
Unit price: Negotiable
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Delivery date: Since the payment date Days delivery
Valid until: Long-term effective
Last updated: 2017-09-08 17:56
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Details

1. Features of Cone Rubber Fender

1.1  The third generation product of cell fender with more reasonable structure with increased deflection, high energy absorption and longer service time.

1.2  Better performance in angular compression which will not reduce below 10°loading.

1.3  Versatile specification meet numerous design requirements.

1.4  Versatile performance are available by adjusting compound formulation.

1.5  Front panel and face pad can be installed in the front to reduce the shear loading a lot.

1.6  Easy and fast for installation.


2. Specification/Dimension

Type

 Main dimensions (mm)

H

h

Ф1

Ф2

Ф3

Ф4

n

D1

Md

a

b

s

CMR-B500

500

25

425

325

675

750

4

30

M24

4

75~95

36

CMR-B 600

600

27

510

390

810

900

6

30

M24

5

90~110

40

CMR-B 700

700

32

595

455

945

1050

6

38

M30

6

105~125

40

CMR-B 800

800

36

680

520

1080

1200

6

44

M36

7

120~140

52

CMR-B 900

900

41

765

585

1215

1350

6

44

M36

8

135~155

55

CMR-B 1000

1000

45

850

650

1350

1500

6

56

M42

8

150~170

65

CMR-B 1100

1100

50

935

715

1485

1650

6

50

M42

8

165~185

65

CMR-B 1150

1150

52

998

750

1550

1725

6

56

M42

10

170~195

70

CMR-B 1200

1200

54

1020

780

1620

1800

8

50

M42

10

180~210

75

CMR-B 1300

1300

59

1105

845

1755

1950

8

60

M48

11

195~225

75

CMR-B 1400

1400

66

1190

930

1890

2100

8

60

M48

12

210~235

70~80

CMR-B 1600

1600

72

1360

1060

2160

2400

8

70

M48

14

280~270

70~80

CMR-B 1800

1800

78

1530

1190

2430

2700

10

76

M56

16

270~290

75~90


3. Performance  

For Instance

CMR-B 500H

Reference Weight:  140kg

unit:mm


Performance

Type

Rated Compression Deflection 70%

Max. Compression Deflection 72.5%

Reaction Force

Energy Absorption

Reaction Force

Energy Absorption

RS Super high Reaction Force RS

335

79

380

90

RH High Reaction Force RH

268

63

311

70

RO Standard Reaction Force RO

200

47

232

50

RL Low Reaction Force RL

165

37

193

41


NOTE:  

1.Fenders in deferent reaction force are available upon request.

2.Performance tolerance: ±10%

 

Performance Curve


4. Table of Angular compression performance

Angular compression correction coefficient of Energy Absorption & Reaction Force

Angle

10°

11°

13°

15°

20°

30°

E(%)

1.0

1.0

1.0

1.0

1.0

1.0

1.0

0.98

0.97

0.93

0.87

0.63

R(%)

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

0.82

 

5. Installation Figure

Main Accessories andApplications

NO.

Description

Applications

Material

1

Rubber Fender Buffer

Absorb ship impact energy to protect dock and vessels

Rubber

2

Pre-built-in U Anchor

Holding chains

Q235 Painted, Q235Hot-galv.

3

Pre-built-in Bolt & Nut

Fasten fenders onto dock

Stainless steel, Q235 Hot-galv.

4

Front Panel

Reduce surface pressure in avoid of damage of the fenders or vessels

Q235 Painted

5

Facing Pad

Reduce friction coefficient to protect hull

UHMW-PE

6

Steel Mount

Increase fender performance

Q235 Painted

7

Connection

Connect the fender & Front panel and Face Pad

Stainless steel, Q235 Hot-galv.

8

Chains(Including tensile chain, weight chain & shear chain )

1. Limit fenders deflection while fender local part under strain
2. Support the front panel in avoid sagging
3. Prevent fenders system from shear deflection

Q235 Hot-galv. 15Mn or 20Mn Hot-galv. Rubber


6. Min. spacing between fender installation & Min. spacing between fender and concrete structure 

The fender buffer part will bulge under compression, therefore a certain space must be left in fender installation in avoid of buffer contacting each other. In addition the pre-cast in bolt will generate tensile strength and shear strength upon the concrete structure due to fender deflection which will damage the concrete structure. Therefore a certain space between pre-cast in bolts and concrete structure must be left.

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