Cone Rubber Fender with High Quality and Performance
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Min Order
1
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Product Unit
Pieces
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Origin
China Mainland
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Payment
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- Description
Product Detail
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 | ?1 | ?2 | ?3 | ?4 | 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 | 0° | 1° | 3° | 5° | 7° | 9° | 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 | 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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