May 3, 2017 | Author: Rodrigo Toro Pavez | Category: N/A
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Products
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Bulk Terminal, Sohar, Oman
Flag: Published by FenderTeam AG, Tarpen 40, Haus 1 b, 22419 Hamburg, Germany. All rights reserved by FenderTeam AG. This catalogue shall not be reproduced, copied or distributed without the prior written consent of FenderTeam AG. Disclaimer: We – FenderTeam AG – have made every effort to ensure that technical specifications and product descriptions in this catalogue are true and correct. However, we cannot accept any responsibility or liability for errors and/or omission for whatever reason. Users of the catalogue are kindly requested to ask FenderTeam specialists for detailed and approved drawings and specifications before manufacturing and production. We herewith reserve the right to make changes in specifications and/or drawings wherever necessary and without prior notice. We like to point out that all dimensions, material properties and performance values mentioned are subject to standard tolerances. Date: 02 / 2014 Artwork: www.wn8.de
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register
REGISTER Introduction
4
SPC-Fender (Super Circle Fender)
8
CSS-Fender (Cell Fender)
14
FE-Fender (Element Fender)
20
Special Element Fender Solutions
26
PM-Fender (Parallel Motion Fender)
28
Pile Fender / Pivot Fender
30
V-Fender
32
Cylindrical Fender
42
Roller Fender
46
Wheel Fender
48
Pneumatic Floating Fender
50
Hydro-Pneumatic Fender
53
Foam Filled Floating Fender
54
Donut Fender
58
Other Foam Products
60
Tug Boat Fender
62
Extruded Fender
66
PE Sliding Plates and Fender
72
Accessories and Fixings
76
Special Products
80
Bollards
84
Properties
88
Testing
90
Design
92
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Container Terminal 16, Port of Muuga, Estonia .......................................................................................... .......................................................................................... .......................................................................................... .......................................................................................... .......................................................................................... .......................................................................................... .......................................................................................... .......................................................................................... ..........................................................................................
FenderTeam – on the safe side >> FenderTeam is a dedicated team of experts providing the very best in fendering solutions with its headquarters in Germany and local offices in France and the US supported by well established local representatives. Fender – We are specialists in the design, manufacture and sale of fenders and fender systems. Team – Our team of partners, employees and reputable and approved suppliers all share one thing in common – the passion for this product and the market. We also consider our clients as an important part of the team. Together we have decades of experience and specialized know-how in this niche market which is highly safety-sensitive to people, ships and port infrastructure. Our expertise and know-how ensures unique fender-engineered solutions, high quality products and fair prices.
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RoRo Terminal, Hirtshals, Denmark
>> Design and Engineering
>> Sales and Production
Application engineering, detailed design calculations
A modern fender system consists of many different
and installation supervision are all available through
components and materials. These items are purchased
our exclusive cooperation with the consulting enginee-
worldwide through approved and reputable suppliers.
ring company, Roßburger. Consultant Roßburger and his
All manufacturing is done strictly in accordance with
team of engineers have a long track record in the marine
FenderTeam specifications, drawings and calculations.
construction industry and share premises with Fender
Furthermore, our partners in the supply chain are con-
Team. As a team we are true fender specialists with
tinuously being urged to enhance and develop their
worldwide references. All FenderTeam products are de-
products.
signed, manufactured and tested in accordance with PIANC 2002, EAU 2004, DIN 18800, EC 3 and BS 5950 AISC.
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Layby Berth Calandkanal, Rotterdam, Netherlands
SaLES AND SERVICE >> Being office-based in Germany, France and the US we coordinate the sales and engineering activities in close cooperation with our local representatives. Our aim is to answer all enquiries concerning the project both competently and timely. Take our word – we look forward to receiving your enquiries.
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FenderTeam – germany
FenderTeam – France
FenderTeam – Americas
FenderTeam AG
FenderTeam France SAS
FenderTeam Americas Inc.
Tarpen 40, Haus 1 b
94 Av. Albert 1
44084 Riverside Parkway, Suite 170
22419 Hamburg, Germany
92500 Rueil-Malmaison, France
Lansdowne, VA 20176, USA
Tel. + 49 (0) 40 20 90 764 70
Tel. + 33 (0)1 41 29 09 20
Tel. +1 (571) 281 37 70
Fax + 49 (0) 40 20 90 764 80
Fax + 33 (0)1 41 29 09 27
Fax +1 (571) 223 32 67
E-mail:
[email protected]
E-mail:
[email protected]
E-mail:
[email protected]
Web: www.fenderteam.com
Web: www.fenderteam.fr
Web: www.fenderteam.us
er
>> Rubber Fender The heart of a fender system is the energy absorbing rubber unit. FenderTeam has entered into an exclusivity agreement with the highly-regarded Japanese company, Shibata, for the manufacture of this most important item in a fender system. Located in Kobe, Japan, the family-owned company, Shibata Industrial, was founded in 1923 and has produced rubber fender for more than
>> Polyethylene Frontal Pads and Fender Piles (UHMW-PE / HMW-PE / HD-PE) – Most modern fender systems include UHMW-PE (ultra-high molecular weight Polyethylene) pads to enhance the life of the steel fender panel coating, minimise wear and reduce friction forces.
50 years.
The material properties of Polyethylene are ideally
The name Shibata has a global reputation for highest
market, HD-PE (high density Polyethylene) sliding
product quality, durability and reliability. In modern factories within and also outside of Japan, Shibata manufactures a complete range of moulded rubber fenders. Shibata is certified according to ISO 9001 and 14001. Fender testing is following the recommendations of PIANC and the PIANC TYPE APPROVAL CERTIFICATE is
suited for this application. At the lower end of the fender offer a number of significant advantages compared to timber beams. PE- fender piles can be supplied either with or without glass fibre rebar or steel rebar. These piles can be used in many dolphin and pile constructions to replace
also available.
traditional tropical hardwood. Approved and mostly
>> Steel Panels and Accessories
Polyethylene products. These products are manu-
Steel fender panels are preferably designed as a closed box and have a protective coating applied strictly in accordance with ISO EN 12944-5 C5M. Both the fabrication of the steel fender panel and the application of
German-based companies are the suppliers of our factured strictly to our standards and specifications.
>> Installation Important conditions for a smooth and on-time fender
the coating system are mainly carried out in Germany.
installation on site require all components to be not
Our two standard colours are RAL 2009 orange or
to match each other properly. We check this prior to
RAL 7011 grey. Alternative coating systems and colours are available on request. The steel fender panels and
only supplied in correct quality and quantity but also delivery and provide our customers with detailed installation instructions.
fixing accessories are manufactured only after detailed calculations have been made and working drawings prepared. All fabrication work, quality control and related documentation are exclusively performed by qualified and skilled employees. Test certificates associated with welding and materials are available to our customers upon request. All the required standard components such as anchors, shackles, chains and bolts are sourced from specialized suppliers.
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SPC-Fender (Super Circle Fender) The SPC Fender is the result of continuous product development.This fender design is based on the Cone Fender which was introduced to world-wide markets more than 25 years ago. This type of fender can be considered as the latest in state-of-theart moulded fender products. Its refined geometry and conical shape result in a number of outstanding performance characteristics which include: Exceptional good energy absorption to reaction force ratio (E / R) Outstanding energy absorption per weight of fender High shear stability which allows the fender to carry even larger panel weights without using chains Very good inherent resistance against shear forces due to its geometry and self-centering characteristics No reduction of energy absorption up to 10° compression angle Internal overload stopper as standard Availability in heights between 300 and 2.000 mm, each in 3 different main hardness grades* for the most precise fender selection. * Intermediate rubber grades see page 10 – 11
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SPC-Fender (Super Circle Fender)
spc-fender
Ø PD
Ø PD
ØD
ØD
Ød
t
t H
Bolts Bolts
Ød
Ø Pd
Ø Pd
E
E H
SPC-Fender Dimensions Fender
H [mm]
ØD [mm]
Ød [mm]
t [mm]
E [mm]
Ø PD [mm]
Ø Pd [mm]
Anchors / Bolts
Weight [kg]
SPC 300
300
500
262
18
38
440
210
4 x M20
34
SPC 350
350
575
306
20
38
510
245
4 x M20
52
SPC 400
400
650
350
20
38
585
280
4 x M20
74
SPC 500
500
820
435
22
45
730
350
4 x M24
148
SPC 600
600
900
525
23
45
810
420
4 x M24
243
SPC 700
700
1120
615
26
72
1020
490
4 x M30
396
SPC 800
800
1280
700
31
72
1165
560
6 x M30
577
SPC 900
900
1450
785
36
72
1313
630
6 x M30
846
SPC 1000
1000
1600
875
38
82
1460
700
6 x M36
1114
40
92
SPC 1100
SPC 1150
1100
1150
1760
1850
963
1010
41
1605
770
6 x M42
1525
92
1550
805
6 x M42
1731
910
8 x M48
2446
SPC 1200
1200
1920
1050
46
92
SPC 1300
1300
2080
1140
50
105
1900
SPC 1400
1400
2240
1230
53
105
2040
980
8 x M48
2987
SPC 1600
1600
2560
1400
64
105
2330
1120
8 x M48
4409
SPC 1800
1800
2880
1575
74
120
2620
1260
10 x M56
6618
SPC 2000
2000
3090
1750
80
120
2920
1400
10 x M56
9560
1750
840
8 x M42
1951
SPC-Fender (Super Circle Fender)
9
performance table spc-Fender (RPD = Rated Performance Data in acc. with PIANC) Fender Size
E/R
SPC 300
0.16
SPC 350
0.17
SPC 400
0.21
SPC 500
0.26
SPC 600
0.31
SPC 700
0.36
SPC 800
0.42
SPC 900
0.47
SPC 1000
0.52
SPC 1100
0.57
SPC 1150
0.60
SPC 1200
0.62
SPC 1300
0.68
SPC 1400
0.74
SPC 1600
0.84
SPC 1800
0.94
SPC 2000
1.04
Rubber Grade / Performance Value
G 0.9
G 1.0
G 1.1
G 1.2
G 1.3
G 1.4
G 1.5
G 1.6
G 1.7
G 1.8
Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction
9 55 13 76 21 98 40 153 69 220 111 300 165 392 234 496 321 612 427 741 487 810 554 882 706 1030 881 1201 1316 1567 1874 1984 2570 2450
9 57 14 78 21 102 42 159 72 229 114 312 170 407 243 515 333 636 443 767 506 841 575 916 732 1070 914 1247 1364 1628 1942 2061 2664 2544
10 60 14 91 22 106 44 166 75 239 120 325 179 425 254 538 349 665 465 805 529 879 601 958 766 1118 956 1304 1426 1702 2031 2156 2786 2661
10 62 15 93 23 111 46 173 79 249 125 340 187 444 265 562 364 694 484 840 552 918 628 1000 799 1167 998 1361 1489 1780 2120 2255 2908 2784
10 65 15 96 24 115 47 180 82 260 130 354 194 462 277 585 379 723 504 875 575 956 654 1042 833 1216 1040 1418 1551 1855 2208 2350 3029 2901
11 68 16 98 25 120 49 188 85 270 136 368 202 481 288 609 394 752 524 910 599 995 680 1083 866 1265 1082 1475 1616 1929 2301 2445 3157 3018
11 70 16 100 26 125 51 195 88 281 141 382 210 500 299 632 410 781 546 945 622 1033 706 1125 900 1314 1123 1532 1682 2004 2395 2539 3285 3135
12 73 17 102 27 129 53 202 92 291 146 397 218 518 310 656 425 810 566 980 645 1072 733 1167 933 1363 1165 1589 1744 2078 2483 2633 3407 3252
12 76 17 104 28 134 55 209 95 302 151 411 226 537 321 680 440 839 586 1015 668 1110 759 1209 967 1412 1207 1646 1807 2152 2572 2729 3529 3369
12 78 18 107 29 138 57 217 98 312 156 425 233 555 332 703 455 868 606 1050 691 1149 785 1251 1000 1461 1249 1703 1869 2227 2661 2823 3650 3485
Performance values are for single units. Standard tolerance of +/- 10 %
Liquid Bulk Terminal, Amsterdam, Netherlands 10
SPC-Fender (Super Circle Fender)
Energy absorption in kNm, Reaction force in kN at rated deflection of 70 %, max. deflection 74 %.
spc-fender
G 1.9
G 2.0
G 2.1
G 2.2
G2.3
G 2.4
G 2.5
G 2.6
G 2.7
G 2.8
G 2.9
G 3.0
G 3.1
13 81 18 109 30 143 59 224 102 323 162 439 241 574 343 727 471 897 627 1085 714 1187 812 1293 1034 1510 1291 1760 1931 2301 2750 2918 3772 3602
13 83 19 111 31 148 61 231 105 333 167 454 249 593 354 750 486 926 647 1120 737 1225 838 1335 1067 1559 1332 1817 1994 2376 2838 3013 3894 3719
14 86 19 114 32 152 63 238 108 344 172 468 257 611 365 774 501 955 667 1156 760 1264 864 1377 1101 1608 1374 1874 2056 2495 2927 3108 4016 3836
14 89 19 117 33 157 65 246 111 354 177 482 265 630 376 797 516 984 687 1191 784 1302 890 1418 1134 1656 1416 1931 2118 2524 3016 3202 4137 3953
14 91 20 120 34 162 66 253 115 365 183 496 272 648 388 821 531 1013 707 1226 807 1341 917 1460 1168 1705 1458 1988 2181 2599 3105 3297 4259 4070
15 94 20 123 35 166 68 260 118 375 188 511 280 667 399 844 547 1043 728 1262 830 1379 943 1502 1201 1754 1499 2045 2243 2673 3194 3392 4381 4187
15 96 21 126 36 171 70 268 121 385 193 525 288 686 410 868 562 1072 748 1297 853 1418 969 1544 1234 1803 1541 2102 2305 2747 3282 3486 4503 4304
16 99 21 129 37 176 72 275 125 396 198 539 296 704 421 891 577 1101 768 1332 876 1456 996 1586 1268 1852 1583 2159 2368 2882 3371 3581 4624 4421
16 102 22 132 38 180 74 282 128 406 203 553 304 723 432 915 592 1130 788 1367 899 1495 1022 1628 1301 1901 1625 2216 2430 2896 3460 3676 4746 4538
16 104 22 135 39 185 76 289 131 417 209 568 311 741 443 939 608 1159 809 1402 922 1533 1048 1670 1335 1950 1667 2273 2442 2971 3549 3771 4868 4655
17 107 23 138 40 190 78 297 135 427 214 582 319 760 454 962 623 1188 829 1437 945 1571 1074 1712 1368 1999 1708 2330 2555 3045 3637 3865 4990 4772
17 110 23 141 41 194 80 304 138 438 219 596 327 779 465 986 638 1217 849 1473 969 1610 1101 1753 1402 2048 1750 2387 2617 3119 3726 3960 5111 4889
18 112 28 155 42 199 82 311 141 448 224 610 335 797 476 1009 653 1246 869 1508 992 1648 1127 1795 1435 2097 1792 2444 2673 3190 3806 4050 5221 5000
Fender Size
SPC 300 SPC 350 SPC 400 SPC 500 SPC 600 SPC 700 SPC 800 SPC 900 SPC 1000 SPC 1100 SPC 1150 SPC 1200 SPC 1300 SPC 1400 SPC 1600 SPC 1800 SPC 2000
SPC-Fender (Super Circle Fender)
11
PERFORMANCE CURVE SPC-Cone Fender generic performance curve spc-Fender 200 200
120 120
180 180 140 140
80 80
120 120
60 60
100 100 80 80
40 40
60 60 40 40
20 20 00
[%]
160 160
Energy Energy (%)
Reaction (%)
Reaction [%]
100 100
20 20 00
10 10
20 20
30 30 Reaction
40 40
50 50
Deflection (%) Deflection [%]
60 60
00
70 70
Energy Tolerance: +/- 10 %
Reaction-Force
Energy-Absorption
Tolerance: +/- 10 %
Fender Performance at Intermediate Deflection Deflection in % of original fender height
0
5
10
15
20
25
30
35
40
45
50
55
60
65
Energy absorption in % of original value
0
1
5
10
17
25
34
44
53
62
71
78
85
92 100 104 107 110
Reaction Force in % of original value
0
27
48
65
79
90
97 100 99
93
84
73
68
76 100 132 148 165
Temperature Factor Temperature in °C
-30
-20
-10
0
10
23
30
40
50
60
Correction Factor
1.559
1.375
1.182
1.083
1.034
1
0.976
0.945
0.918
0.917
1
2
3
4
5
6
7
8
≥10
1.050
1.020
1.012
1.005
1.000
1.000
1.000
1.000
1.000
Velocity Factor Compression Time in sec. Correction Factor
angle factor Compression Angle in °
12
0
3
6
9
10
12
15
20
Energy Correction Factor
100
100
100
100
100
96
92
80
Reaction Force Correction Factor
100
100
100
100
100
100
100
100
SPC-Fender (Super Circle Fender)
70
72
73
74
spc-fender
Weight support Capacity
Tension
Due to its geometry, the SPC Fender can support a
Tension chains are recommended when tensile loads
front panel with at least the same weight as the fen-
might exceed the rated reaction force of the rubber
der body itself. For panel with a
fender. Please contact
higher weight, we recommend
us for detailed advice.
the use of weight support
F ( RR)
chains.
0.15H
FV
Shear
Clearances
SPC Fender are very stable against horizontal and
The fender design should allow for:
vertical shear forces. However depending on the application and layout of the system shear chains might become necessary. Please RH
contact us for further information.
increased diameter of SPC-Fender during compression sufficient clearance of front panel minimum edge distance for anchoring angular compression
FV
Fender
H [mm]
i [mm]
j [mm]
k [mm]
ED [mm]
SPC 300
300
225
540
45
≥ 300
SPC 400
400
300
720
60
≥ 400
SPC 500
500
375
900
75
≥ 500
SPC 600
600
450
1080
90
≥ 600
SPC 700
700
525
1260
105
≥ 700
SPC 800
800
600
1440
120
≥ 800
SPC 350
350
263
630
53
≥ 350
SPC 900
900
675
1620
135
≥ 900
SPC 1000
1000
750
1800
150
≥ 1000
SPC 1100
1100
825
1900
165
≥ 1100
SPC 1150
1150
863
2070
173
≥ 1150
SPC 1200
1200
900
2160
180
≥ 1200
SPC 1300
1300
975
2340
195
≥ 1300
SPC 1400
1400
1050
2520
210
≥ 1400
SPC 1600
1600
1200
2880
240
≥ 1600
SPC 1800
1800
1350
3240
270
≥ 1800
SPC 2000
2000
1500
3600
300
≥ 2000
i
ED
j
ED
H
k
SPC-Fender (Super Circle Fender)
13
CSS-FENDER (Cell-Fender) The CSS fender is a well established fender type. This fender has a hollow cylindrical body with fully rubber-embedded mounting flanges and is designed to deflect in an axial direction. Originally designed to replace cylindrical fender, these fenders have more than 30 years track record with only some minor improvements over the years. Cell fender are very robust and have been used for decades in many ports around the world. The CSS-style fender’s well-known and admired characteristics include: Good energy absorption to reaction force ratio (E / R) Integrated and fully-embedded fender flanges make assembly & installation simple Good shear force resistance due to the large diameter of the fender flanges Large fender footprint with good force distribution could lead to relative light panel construction Availability in heights between 400 and 3.000 mm, each in 3 different main hardness grades* for the most precise fender selection. * Intermediate rubber grades see page 16 – 17
14
CSS-Fender (Cell Fender)
css-fender
Bolt layout
Ø PD
ØD
ØD
t
t H
css-Fender Dimensions Fender
H [mm]
ØD [mm]
t [mm]
Ø PD [mm]
Anchors / Bolts
Weight [kg]
CSS 400
400
650
16
550
4 x M24
75
CSS 500
500
650
16
550
4 x M24
110
CSS 600
600
780
20
660
4 x M30
197
CSS 800
800
1050
27
900
6 x M30
432
CSS 1000
1000
1230
32
1100
6 x M36
760
CSS 1150
1150
1440
37
1300
6 x M42
1205
CSS 1250
1250
1600
40
1450
6 x M42
1550
CSS 1450
1450
1820
42
1650
6 x M48
2350
CSS 1600
1600
1960
45
1800
8 x M48
2940
CSS 1700
1700
2100
50
1900
8 x M56
3700
CSS 2000
2000
2200
50
2000
8 x M64
5310
CSS 2250
2250
2550
59
2300
10 x M64
7400
CSS 2500
2500
2950
69
2700
10 x M64
10280
CSS 3000
3000
3350
82
3150
12 x M76
18600
CSS-Fender (Cell Fender)
15
performance table Css-Fender (RPD = Rated Performance Data in acc. with PIANC) Fender Size
E/R
Rubber Grade / Performance Value
CSS 400
0.17
Energy Reaction
CSS 500
0.22
CSS 600
0.30
CSS 800
0.35
CSS 1000
0.44
CSS 1150
0.51
CSS 1250
0.55
CSS 1450
0.64
CSS 1600
0.70
CSS 1700
0.75
CSS 2000
0.88
CSS 2250
0.99
CSS 2500
1.10
CSS 3000
1.15
Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction
G 0.9
G 1.0
G 1.1
G 1.2
G 1.3
G 1.4
G 1.5
G 1.6
G 1.7
G 1.8
9 50 18 83 31 119 75 211 145 331 222 438 284 517
10 56 19 87 33 126 79 223 153 348 233 461 299 544
10 59 20 91 35 132 82 234 161 366 245 484 314 571
11 63 21 96 36 138 86 245 168 383 257 507 329 598
12 67 22 100 38 144 90 256 176 401 268 530 343 626
12 70 23 105 40 151 94 267 184 418 280 553 359 653
13 74 24 109 41 157 98 279 191 435 291 576 374 680
13 77 25 115 44 166 104 295 203 462 309 610 396 720
14 81 27 122 46 176 110 312 214 488 326 645 419 761
15 84 28 128 49 185 116 329 226 514 344 679 441 802
444 694 596 846 714 961 1165 1322 1659 1676 2544 2317 3795 3310
467 732 628 891 751 1010 1226 1393 1746 1765 2826 2574 4217 3678
490 768 659 937 789 1059 1287 1463 1832 1854 2976 2711 4452 3879
514 805 690 982 827 1108 1348 1534 1918 1942 3026 2847 4688 4080
537 842 721 1027 864 1157 1408 1604 2005 2030 3275 2983 4923 4281
560 878 753 1073 902 1206 1469 1675 2091 2118 3425 3120 5158 4482
584 915 785 1118 940 1255 1530 1746 2177 2207 3575 3256 5394 4683
619 969 832 1185 997 1332 1622 1860 2309 2338 3724 3392 5629 4884
654 1024 879 1251 1054 1404 1714 1953 2440 2469 3874 3528 5865 5085
689 1078 926 1318 1110 1484 1806 2057 2571 2601 4024 3665 6100 5286
Performance values are for single units. Standard tolerance of +/- 10 % Energy absorption in kNm, Reaction force in kN at rated deflection of 52,5 %, max. deflection 55 %.
Container Terminal, Khalifa Port, Abu Dhabi 16
CSS-Fender (Cell Fender)
css-fender
G 1.9
G 2.0
G 2.1
G 2.2
G2.3
G 2.4
G 2.5
G 2.6
G 2.7
G 2.8
G 2.9
G 3.0
G 3.1
15 88 30 135 51 195 122 345 238 540 361 714 464 843
16 91 31 141 54 204 128 362 249 566 379 748 486 884
16 94 32 146 55 210 132 373 257 583 390 765 501 911
17 97 33 150 57 217 136 385 264 601 402 794 516 938
17 99 34 154 59 223 140 400 272 618 413 817 531 965
18 102 35 159 60 229 144 407 280 636 425 840 546 993
18 104 36 163 62 235 148 418 287 653 436 863 561 1020
19 107 37 167 64 241 151 428 295 670 448 885 575 1045
19 110 38 171 65 247 155 439 302 686 459 907 590 1071
20 112 39 176 67 253 158 450 309 703 470 920 604 1096
20 115 40 180 68 259 162 460 316 719 481 942 618 1122
21 118 41 184 70 265 166 471 324 736 492 973 633 1147
23 129 42 189 72 271 169 481 331 752 504 995 647 1173
724 1132 973 1385 1169 1561 1898 2161 2703 2732 4173 3801 6335 5487
759 1187 1020 1451 1226 1638 1991 2265 2834 2864 4323 3937 6571 5688
782 1224 1051 1495 1263 1687 2052 2334 2922 2952 4452 4056 6761 5856
806 1261 1083 1538 1300 1736 2112 2403 3011 3040 4582 4174 6952 6023
829 1298 1114 1580 1338 1784 2173 2471 3099 3128 4712 4292 7143 6191
852 1336 1145 1624 1375 1834 2234 2540 3187 3275 4841 4410 7334 6358
876 1373 1177 1667 1412 1883 2295 2609 3275 3305 4971 4528 7525 6526
899 1408 1206 1710 1448 1932 2354 2675 3358 3389 5101 4647 7716 6693
922 1444 1236 1753 1482 1980 2413 2742 3440 3474 5230 4765 7906 6860
945 1479 1265 1797 1518 2030 2471 2809 3523 3558 5360 4883 8097 7028
968 1514 1295 1840 1553 2079 2530 2875 3604 3642 5490 5001 8288 7195
991 1550 1324 1883 1589 2128 2589 2942 3687 3727 5619 5119 8479 7363
1020 1584 1353 1926 1624 2177 2648 3009 3770 3808 6181 5631 9327 8099
Fender Size CSS 400 CSS 500 CSS 600 CSS 800 CSS 1000 CSS 1150 CSS 1250 CSS 1450 CSS 1600 CSS 1700 CSS 2000 CSS 2250 CSS 2500 CSS 3000
CSS-Fender (Cell Fender)
17
PERFORMANCE CURVE CSS-Cell Fender generic performance curve css-Fender 200 200
120 120
180 180 140 140
80 80
120 120
60 60
100 100 80 80
40 40
60 60 40 40
20 20
20 20
0
0
[%]
160 160
Energy Energy (%)
Reaction (%)
Reaction [%]
100 100
0 00
5 5
10 10
15 15
20 20
25 25
30 30
Deflection (%) Deflection [%]
Reaction
35 35
40 40
45 45
50 50
55 55
0
Energy Tolerance: +/- 10 %
Reaction-Force
Energy-Absorption
Tolerance: +/- 10 %
Fender Performance at Intermediate Deflection Deflection in % of original fender height
0
5
10
15
20
25
30
35
40
45
50
52.5
55
Energy absorption in % of original value
0
2
8
17
28
39
50
62
72
83
94
100
106
Reaction Force in % of original value
0
39
70
88
96
100
99
97
96
95
97
100
107
Temperature Factor Temperature in °C
-30
-20
-10
0
10
23
30
40
50
60
Correction Factor
1.559
1.375
1.182
1.083
1.034
1
0.976
0.945
0.918
0.917
1
2
3
4
5
6
7
8
≥10
1.050
1.020
1.012
1.005
1.000
1.000
1.000
1.000
1.000
4
5
6
7
Velocity Factor Compression Time in sec. Correction Factor
angle factor Compression Angle in °
0
3
8
9
10
15
20
at 52,5 % Deflection Energy Correction Factor
100
98
97
95
94
92
91
90
88
80
65
Reaction Force Correction Factor
100
100
100
100
100
100
100
100
100
100
100
Energy Correction Factor
106
104
102
101
100
98
97
96
94
86
72
Reaction Force Correction Factor
106
106
106
106
106
106
106
106
106
106
106
at 55 % Deflection
18
CSS-Fender (Cell Fender)
css-fender
Weight support Capacity
Tension
The CSS-Fender can support a significant amount
Tension chains are recommended when tensile loads
of weight. As a rule of thumb, we recommend to
might exceed the rated reaction force of the rubber
add weight support chains
fender. Please contact us for
if the panel weight exceeds
detailed advice.
the weight of the rubber F ( RR)
body.
Shear
Clearances
CSS Fender are stable against horizontal and ver-
The fender design should allow for:
tical shear forces. However depending on the ap-
increased diameter of
plication and layout of the
CSS-Fender during compression
system shear chains might
sufficient clearance of front panel
become necessary. Please RH
minimum edge distance for anchoring
contact us for further infor-
angular compression
mation.
FV
i
Fender
H [mm]
ED [mm]
j [mm]
i [mm] ED
CSS 400
400
480
700
240
CSS 500
500
510
700
300
CSS 600
600
570
880
360
CSS 800
800
700
1120
480
CSS 1000
1000
850
1500
600
CSS 1150
1150
990
1730
690
CSS 1250
1250
1060
1870
750
CSS 1450
1450
1200
2180
870
CSS 1600
1600
1270
2400
960
CSS 1700
1700
1470
2550
1020
CSS 2000
2000
1560
2880
1200
CSS 2250
2250
1710
3360
1350
CSS 2500
2500
1910
3730
1500
CSS 3000
3000
2240
4500
1800
j
ED
H
CSS-Fender (Cell Fender)
19
FE-FENDER (Element Fender) Element fender are fully moulded rubber legs with embedded mounting plates. In principle they are based on V-fender but separated legs increase fender layout flexibility when installed behind steel panels or where mounting space is restricted. The major characteristics include: Good energy absorption to reaction force ratio (E / R) High energy absorption per weight of rubber Modular and compact design with small footprint Vertically and horizontally mounted elements may be combined in one system The FE fender element is available in heights between 250 and 1.600 mm, in standard lengths ranging from 500 to 2.000 mm each in 3 main hardness grades*. This enables the most precise fender selection. * Intermediate rubber grades see page 22 –23
20
FE-Fender (Element Fender)
fe-fender
L
n x 500mm
B
S
E
H
t ED
J
C
ED
G
FE-Fender Dimensions Fender
L [mm]
H [mm]
B [mm]
C [mm]
S [mm]
E [mm]
t [mm]
G [mm]
ED [mm]
J [mm]
Anchors / Weight Bolts [kg]
FE 250
1000
250
158
80
78
40
17
40
50
300
M20
30
FE 300
1000
300
187
94
93
47
17
50
100
400
M20
46
FE 400
1000
400
250
125
124
63
17
62
250
500
M24
66
FE 500
1000
500
316
158
142
87
20
71
250
500
M30
111
FE 550
1000
550
344
172
170
87
20
85
250
500
M30
132
FE 600
1000
600
373
188
199
87
20
101
250
500
M30
153
FE 700
1000
700
443
225
217
113
26
112
250
500
M36
222
FE 750
1000
750
466
235
230
118
26
117
250
500
M36
239
FE 800
1000
800
498
250
240
129
26
121
250
500
M36
268
FE 900
1000
900
569
289
279
145
31
144
250
500
M42
367
FE 1000
1000
1000
634
322
310
162
31
160
250
500
M42
454
FE 1200
1000
1200
762
390
372
195
36
195
250
500
M48
625
FE 1250
1000
1250
792
401
388
202
36
199
250
500
M48
639
FE 1400
1000
1400
870
440
430
220
41
220
250
500
M48
846
FE 1450
1000
1450
901
454
445
228
41
226
250
500
M48
873
FE 1600
1000
1600
1002
507
480
261
50
246
250
500
M56
1114
Also available in different bolt-layouts and with different geometry to replace element fenders of other manufactures.
FE-Fender (Element Fender)
21
0.9
performance table FE-Fender (RPD = Rated Performance Data in acc. with PIANC) Fender Size
E/R
Rubber Grade / Performance Value
FE 250
0.10
Energy Reaction
FE 300
0.12
FE 400
0.18
FE 500
0.23
FE 550
0.25
FE 600
0.28
FE 700
0.32
FE 750
0.34
FE 800
0.37
FE 900
0.41
FE 1000
0.46
FE 1200
0.54
FE 1250
0.57
FE 1400
0.64
FE 1450
0.67
FE 1600
0.74
Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction
G 0.9
G 1.0
G 1.1
G 1.2
G 1.3
G 1.4
G 1.5
G 1.6
G 1.7
G 1.8
8.7 79 13 102 22 122 32 139 40 160 47 168 63 212
9.0 82 13 106 23 126 36 157 44 173 52 188 70 219
9.3 86 13 109 24 131 37 162 46 179 54 195 73 227
9.6 89 14 112 25 135 39 168 47 185 56 202 75 235
9.9 93 14 115 25 140 40 173 49 192 58 209 78 243
10 96 15 119 26 144 41 179 50 198 59 215 80 251
11 100 15 122 27 148 43 185 52 204 61 222 83 259
11 103 15 125 28 153 44 190 53 210 63 229 85 266
11 107 16 129 29 157 45 196 55 216 65 235 88 274
11 110 16 132 29 162 46 202 56 222 67 242 90 282
73 215 84 227 106 259 131 285 186 344 194 340 257 402 336 501 363 491
Performance values are for single units of 1.000 mm length. Standard tolerance of +/- 10 %
Finger Pier, Klaipeda, Lithuania 22
FE-Fender (Element Fender)
81 238 93 251 118 285 146 317 207 378 216 378 286 447 343 511 374 505
84 246 96 259 122 295 151 328 213 389 222 389 294 455 351 523 385 520
87 254 99 268 126 305 156 338 220 401 229 402 303 469 359 535 396 535
89 262 103 278 130 314 161 349 226 412 235 413 311 482 367 547 408 551
92 270 106 286 134 324 166 360 232 424 242 426 320 495 374 558 419 566
95 279 109 295 138 334 171 371 239 435 249 437 328 509 382 570 430 581
98 287 112 303 142 344 176 382 245 446 255 448 336 530 390 582 441 596
101 295 115 311 146 354 181 393 251 458 261 460 345 539 398 594 452 611
103 303 119 322 150 363 186 403 257 469 268 471 353 548 406 605 464 627
Energy absorption in kNm, Reaction force in kN at rated deflection of 57,5 %, max. deflection 62,5 %.
v
v
fe-fender 1.9
G 1.9
G 2.0
G 2.1
G 2.2
G 2.3
G 2.4
G 2.5
G 2.6
G 2.7
G 2.8
G 2.9
G 3.0
G 3.1
12 113 17 135 30 166 48 207 58 228 69 249 93 290
12 117 17 138 31 170 49 213 60 234 71 255 95 298
12 120 17 142 32 175 50 219 61 240 72 262 98 306
13 124 18 145 33 179 52 224 63 246 74 269 100 313
13 127 18 148 33 184 53 230 64 253 76 276 103 321
13 131 19 151 34 188 54 236 66 259 78 282 105 329
14 134 19 155 35 192 56 241 67 265 80 289 108 337
15 138 19 158 36 197 57 247 69 271 82 296 110 345
15 141 20 161 37 201 58 253 70 277 83 302 113 353
15 145 21 172 37 205 59 258 72 283 85 309 115 361
15 148 22 176 38 210 61 264 73 289 87 316 118 368
15 148 22 179 39 214 62 270 75 295 89 322 120 376
17 163 24 196 43 235 68 294 83 323 98 352 132 413
106 311 122 329 154 373 191 414 264 481 273 473 362 562 413 620 475 641
109 320 125 337 159 383 196 425 270 492 281 487 370 575 421 631 486 657
112 328 128 345 163 393 201 436 278 507 289 502 381 592 429 643 497 671
115 336 131 354 167 402 206 447 286 522 298 517 392 610 437 654 508 686
117 344 135 365 171 412 211 458 294 537 306 531 404 627 444 666 520 702
120 352 138 372 175 422 216 469 302 552 315 546 415 644 452 678 531 718
123 361 141 381 179 432 221 479 311 567 323 560 426 662 460 689 542 732
126 369 144 389 183 442 226 490 319 582 331 575 437 679 468 701 553 747
129 377 147 397 187 451 231 501 327 597 340 589 448 696 475 713 564 762
131 385 151 408 191 461 236 512 335 612 348 604 460 713 483 724 576 778
134 394 154 416 195 471 241 523 343 627 356 618 471 731 491 736 587 793
137 402 157 424 199 481 246 534 351 642 365 633 482 748 499 748 598 808
151 443 173 470 219 529 271 587 386 706 402 710 530 823 549 825 609 823
Fender Size FE 250 FE300 FE 400 FE 500 FE 550 FE 600 FE 700 FE 750 FE 800 FE 900 FE 1000 FE 1200 FE 1250 FE 1400 FE 1450 FE1600
FE-Fender (Element Fender)
23
PERFORMANCE CURVE FE-Element Fender generic performance curve FE-Fender 120 120
Energy [%] Energy (%)
Reaction (%) Reaction [%]
100 100 8080 6060 4040 2020 00 00
200 200 180 180 160 160 140 140 120 120 100 100 8080 6060 4040 2020 00
55
1010
15 15
20 20
25 25
30 30
Reaction
35 35
4040
Deflection (%) Deflection [%]
45 45
50 50
55 55
60 60
65 65
Energy Tolerance: +/- 10 %
Reaction-Force
Energy-Absorption
Tolerance: +/- 10 %
Fender Performance at Intermediate Deflection Deflection in % of original fender height
0
5
10
15
20
25
30
35
40
45
50
55
57.5 62.5
Energy absorption in % of original value
0
2
7
14
24
32
41
56
66
76
85
95
100
113
Reaction Force in % of original value
0
31
58
78
92
97
100
96
90
85
84
92
100
130
Temperature Factor Temperature in °C
-30
-20
-10
0
10
23
30
40
50
60
Correction Factor
1.559
1.375
1.182
1.083
1.034
1
0.976
0.945
0.918
0.917
1
2
3
4
5
6
7
8
≥10
1.02
1.01
1.01
1.00
1.00
1.00
1.00
1.00
1.00
Velocity Factors Compression Time in sec. Correction Factor
angle factors Compression Angle in °
24
0
2
4
6
8
10
12
14
16
18
20
Energy Correction Factor
100
96
94
92
90
88
86
84
82
80
78
Reaction Force Correction Factor
100
96
94
92
90
88
86
84
82
80
78
FE-Fender (Element Fender)
fe-fender
Weight support Capacity
Tension
The weight support capacity of the FE-Fender is de-
Tension chains are recommended when tensile loads
pending on the orientation of the elements versus the
might exceed the rated reaction force of the rubber
static weight.
fender. Please contact When the fenders are horizontally
us for detailed advice.
mounted, they can only support a very limited amount of weight, i.e. we typically allow maximum of
FV
50 % of the weight of the rubber units. Clearances When the fenders are mounted
The fender design should allow for:
vertically, the weight support capacity is far higher, i.e. at least double the weight of the rub-
increased dimension of FE-Fender during compression sufficient clearance of front panel
ber units. Please contact us for
minimum edge distance for anchoring
details.
r
Fender
L [mm]
H [mm]
m [mm]
n [mm]
o [mm]
p [mm]
q [mm]
r [mm]
FE 250
1000
250
60
195
300
80
30
163
FE 300
1000
300
72
234
360
96
36
195
FE 400
1000
400
96
312
480
128
48
260
FE 500
1000
500
120
390
600
160
60
325
FE 550
1000
550
132
429
660
176
66
358
FE 600
1000
600
144
468
720
192
72
390
FE 700
1000
700
168
546
840
224
84
455
FE 750
1000
750
180
585
900
240
90
488
FE 800
1000
800
192
624
960
256
96
520
FE 900
1000
900
216
702
1080
288
108
585
FE 1000
1000
1000
240
780
1200
320
120
650
FE 1200
1000
1200
288
936
1440
384
144
780
FE 1250
1000
1250
300
975
1500
400
150
813
FE 1400
1000
1400
336
1092
1680
448
168
910
FE 1450
1000
1450
348
1131
1740
464
174
943
FE 1600
1000
1600
384
1248
1920
512
192
1040
m n
0
p
q
FE-Fender (Element Fender)
25
Special Element Fender Special Element fender solutions are a cost effective alternative compared with typical system fender applications which are using element fenders behind steel panel structures. Special Element fender solutions are: Element fender with UHMW-PE FQ front facing plate Element fender with UHMW-PE FQ front plate and belt deflector Typical applications for the aforesaid solutions are jetties and berths for small and medium size vessels in the Baltic Sea, the Black Sea or the Mediterranean Sea. These solutions can be used for various types of vessels including bulk, oil and gas, general cargo or naval ships. However, it has to be mentioned that these solutions are having technical limitations. For details, please contact us.
26
Special Element Fender Solution
Special Element
System with Belt deflector
System without Belt deflector
Special Element Fender Solution
27
PM-FENDER (Parallel motion fender) The parallel motion fender, also called torsion fender is an individually designed complete fender system. A turning lever arm (torsion arm) mounted between the back structure (concrete or steel) and the front steel panel restrains the panel movement during the entire fender compression, allowing it to move only parallel to its mounting irrespective of impact level and angel.
28
PM-Fender (Parallel Motion Fender)
PM-Fender
The advantages are obvious: The system provides equal energy absorption capacity at any impact level No second contact point between the ship and the fender system can occur Reaction forces could be much lower compared to conventional fender systems Lower reaction forces result in lower hull pressures and lighter structures which can lead to substantial savings in the complete project PM-Fender applications have to be uniquely designed for each project in order to cover all the individual vessel and berthing requirements as well as the site conditions. FenderTeam would be pleased to receive your design input allowing us to select the correct type, size and overall layout for the PM-Fender.
PM-Fender (Parallel Motion Fender)
29
Pile Fender / Pivot Fender The Pile fender or Pivot Fender is a popular alternative for the PM-Fender. It is mainly used in order to ensure single point contact between the vessel belting and fender system at any water level. This feature is achieved by allowing the pile foot to rotate at seabed level – either by fixing it into a bucket at the seabed itself or by welding a support bracket to the backstructure. The energy absorbing rubber unit is generally fixed close to main sea level and provides the energy at all levels with a minimum of reaction forces. The panel itself is typically inclined to follow the vessel belting and level deviations between unladen and fully laden conditions at all water levels. The pile fender is widely used in Northern Europe for RoRo Ferry Terminals where sheet pile walls or pile structures with concrete capping beams are the dominating quay construction solutions.
30
PILE Fender / PIVOT Fender
Pile Fender
The advantages of the system are: Single point contact Low reaction forces Possible savings at the backstructure because of low reaction forces Safe and stable system Same as with the PM-fender, we general suggest to use SPC, CSS or FE fender as rubber fender unit. Pile Fender applications have to be uniquely designed for each project in order to cover all the individual vessel and berthing requirements as well as the site conditions. FenderTeam would be pleased to receive your design input allowing us to select the correct type, size and overall layout for the Pile fender.
PILE Fender / PIVOT Fender
31
V-Fender The V-fender is a commonly used moulded fender type and is available in different cross sections, SX and SH. The main difference is the width of the front face and resulting surface load. Each type can be equipped with an additional embedded steel plate in the fender head. This allows the installation of a low friction PE-rubbing plate, a steel fender panel or the mounting of the fender unit behind a pile construction. V-Fender: Are very robust, durable and require low maintenance Provide high shear resistance in the longitudinal direction Are most suitable for Multi-Purpose-Terminals Can be installed both vertically and horizontally Both V-fender types are available in standard heights from 250 to 1.000 mm and standard length ranging from 1.000 to 3.500 mm ** , each in 3 main different hardness grades*. * Intermediate rubber grades see page 34 – 35
** Special lengths, diameters, fixing arrangements or end-chamfers available upon request
32
V-Fender
V-Fender
SX-type fender The SX-type fender is the standard V-fender which is in use for decades. Main applications are berth and terminals for tug boats, general cargo vessels where durable simple and robust solutions are preferred.
SX-P-type fender The SX-P-type fender is combining the features of the SX-type with the possibility to bolt on a low friction front facing pad, a steel panel or to integrate the fender into another structure.
SH-type fender The SH-type fender is used at terminals which want to combine the advantages of V-fenders with the need for low hull pressure.
V-Fender
33
PERFORMANCE CURVE generic performance curve V-Fender SX/SX-P/SH-Fender 200 200
120 120
180 180 140 140
80 80 Reaction
60 60
120 120
Energy Tolerance: +/- 10 %
100 100 8080
40 40
6060 4040
20 20
00
Energy [%]
160 160
Energy (%)
Reaction (%)
Reaction [%]
100 100
2020
00
55
10 10
15 15
20 20
25 25
30 30
35 35
Deflection [%] (%) Deflection
40 40
45 45
50 50
55 55
00
Fender Performance at Intermediate Deflection Deflection in % of original fender height
0
5
10
15
0
2
6
14
0
27
54
76
Reaction-Force
Energy absorption in % of original value Reaction Force in % of original value
20
25
30
35
40
45
50
52,5
55
24
35
47
59
71
82
94
100
107
91
98
99
100
100
98
98
100
125
Energy-Absorption
Temperature Factor
Tolerance: +/- 10 %
Temperature in °C
-30
-20
-10
0
10
23
30
40
50
60
Correction Factor
1.559
1.375
1.182
1.083
1.034
1
0.976
0.945
0.918
0.917
1
2
3
4
5
6
7
8
≥10
1.014
1.005
1.004
1.003
1.003
1.002
1.000
1.000
1.000
Velocity Factor Compression Time in sec. Correction Factor
angle factor Compression Angle in °
0
3
5
8
10
15
20
Energy Correction Factor
100
96
95
94
92
82
54
Reaction Force Correction Factor
100
100
100
100
100
100
100
performance table SX, SX-P, SH (RPD = Rated Performance Data in acc. with PIANC) Fender Size
E/R
250
0,11
300
0,13
400
0,17
500
0,21
600
0,25
800
0,34
1000
0,42
Rubber Grade / Performance Value
G 0.9
G 1.0
G 1.1
G 1.2
G 1.3
G 1.4
G 1.5
G 1.6
G 1.7
G 1.8
Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction Energy Reaction
14 129 20 155 35 207 54 258 78 311 138 412 217 516
14 135 21 163 36 217 57 271 82 326 145 433 228 542
15 141 21 171 38 227 60 284 86 341 152 454 239 568
16 148 22 171 40 238 62 297 90 357 159 474 250 594
16 154 23 186 42 248 65 310 94 372 166 495 260 620
17 161 24 194 43 258 68 323 98 388 173 515 271 645
18 167 25 202 45 269 70 336 101 403 180 536 282 671
18 174 26 209 47 279 73 348 105 418 187 557 293 697
19 180 27 217 49 289 76 361 109 434 194 577 303 723
20 187 28 225 50 299 79 374 113 449 201 598 314 749
Energy absorption in kNm, Reaction force in kN at rated deflection of 52,5%. Performance values are for single unitof 1000 mm length, Standard tolerance of +/- 10 %
34
V-Fender
V-Fender
Bulk Terminal, Klintehamn, Sweden
G 1.9
G 2.0
G 2.1
G 2.2
G2.3
G 2.4
G 2.5
G 2.6
G 2.7
G 2.8
G 2.9
G 3.0
G 3.1
20 193 29 232 52 310 81 387 117 465 208 618 325 775
21 200 30 240 54 320 84 400 121 480 215 639 336 801
22 206 31 248 55 330 87 413 125 495 221 660 346 826
22 212 32 255 57 341 89 426 129 511 228 680 357 852
23 219 33 263 59 351 92 439 133 526 235 701 368 878
24 225 34 271 61 361 95 452 137 542 242 721 379 904
24 232 35 279 62 372 97 465 140 557 249 742 389 930
25 238 36 286 64 382 100 477 144 572 256 763 400 956
26 245 37 294 66 392 103 490 148 588 263 783 411 981
26 251 38 302 68 402 106 503 152 603 270 804 422 1007
27 258 39 309 69 413 108 516 156 619 277 824 432 1033
28 264 40 317 71 423 111 529 160 634 284 845 443 1059
28 270 41 325 73 433 114 542 164 649 291 866 454 1085
Fender Size
250 300 400 500 600 800 1000
V-Fender
35
SX-Fender
Small Craft Jetty, Port Klang, Malaysia
w
PW H t C
ED
ED
W
FL
SX-Fender Dimensions
36
Fender
H [mm]
W [mm]
w [mm]
SX 250
250
500
200
t [mm]
18
C [mm]
PW [mm]
Anchors
178
400
M24
SX 300
300
600
240
23
213
480
M30
SX 400
400
800
320
27
285
640
M36
SX 500
500
1000
400
29
358
800
M36
SX 600
600
1200
480
34
425
960
M42
SX 800
800
1500
640
38
520
1300
M48
SX 1000
1000
1800
800
47
610
1550
M48
V-Fender
V-Fender
Size
L [mm]
ED [mm]
G [mm]
FL [mm]
Anchors
SX 250
1000 1500 2000 2500 3000 3500 1000 1500 2000 2500 3000 3500 1000 1500 2000 2500 3000 3500 1000 1500 2000 2500 3000 3500 1000 1500 2000 2500 3000 1000 1500 2000 2500 3000 1000 1500 2000 2500 3000
112.5 112.5 117.5 112.5 112.5 112.5 125.0 125.0 130.0 125.0 125.0 125.0 150.0 150.0 155.0 150.0 150.0 150.0 175.0 175.0 180.0 175.0 175.0 175.0 200.0 200.0 205.0 200.0 200.0 250.0 250.0 255.0 250.0 250.0 300.0 300.0 305.0 300.0 300.0
1 x 900 2 x 700 3 x 630 3 x 800 4 x 725 5 x 680 1 x 900 2 x 700 3 x 630 3 x 800 4 x 725 5 x 680 1 x 900 2 x 700 3 x 630 3 x 800 4 x 725 5 x 680 1 x 900 2 x 700 3 x 630 3 x 800 4 x 725 5 x 680 1 x 900 2 x 700 3 x 630 3 x 800 4 x 725 1 x 900 2 x 700 3 x 630 3 x 800 4 x 725 1 x 900 2 x 700 3 x 630 3 x 800 4 x 725
1125 1625 2125 2625 3125 3625 1150 1650 2150 2650 3150 3650 1200 1700 2200 2700 3200 3700 1250 1750 2250 2750 3250 3750 1300 1800 2300 2800 3300 1400 1900 2400 2900 3400 1500 2000 2500 3000 3500
4 6 8 8 10 12 4 6 8 8 10 12 4 6 8 8 10 12 4 6 8 8 10 12 4 6 8 8 10 4 6 8 8 10 4 6 8 8 10
SX 300
SX 400
SX 500
SX 600
SX 800
SX 1000
Weight [kg]
85 123 162 200 239 277 129 187 244 302 359 417 240 342 445 548 651 754 358 506 654 802 951 1099 525 734 944 1153 1363 890 1227 1563 1900 2237 1397 1902 2406 2910 3414
Turning Dolphin, Baltic Sea V-Fender
37
SX-P-Fender
Waterland Terminal, Amsterdam, Netherlands
w K PW H t ED
C
ED
W
FL
SX-P-Fender Dimensions
38
Fender
H [mm]
W [mm]
w [mm]
t [mm]
C [mm]
PW [mm]
K [mm]
Anchors
Bolts
SX-P 250
250
500
200
18
178
400
40
M24
M16
SX-P 300
300
600
240
23
213
480
40
M30
M20
SX-P 400
400
800
320
27
285
640
40
M36
M20
SX-P 500
500
1000
400
29
358
800
50
M36
M24
SX-P 600
600
1200
480
34
425
960
50
M42
M24
SX-P 800
800
1500
640
38
520
1300
60
M48
M30
SX-P 1000
1000
1800
800
47
610
1550
80
M48
M30
V-Fender
V-Fender
Size
L [mm]
ED [mm]
G [mm]
FL [mm]
Anchors
SX-P 250
1000 1500 2000 2500 3000 3500 1000 1500 2000 2500 3000 3500 1000 1500 2000 2500 3000 3500 1000 1500 2000 2500 3000 3500 1000 1500 2000 2500 3000 1000 1500 2000 2500 3000 1000 1500 2000 2500 3000
112.5 112.5 117.5 112.5 112.5 112.5 125.0 125.0 130.0 125.0 125.0 125.0 150.0 150.0 155.0 150.0 150.0 150.0 175.0 175.0 180.0 175.0 175.0 175.0 200.0 200.0 205.0 200.0 200.0 250.0 250.0 255.0 250.0 250.0 300.0 300.0 305.0 300.0 300.0
1 x 900 2 x 700 3 x 630 3 x 800 4 x 725 5 x 680 1 x 900 2 x 700 3 x 630 3 x 800 4 x 725 5 x 680 1 x 900 2 x 700 3 x 630 3 x 800 4 x 725 5 x 680 1 x 900 2 x 700 3 x 630 3 x 800 4 x 725 5 x 680 1 x 900 2 x 700 3 x 630 3 x 800 4 x 725 1 x 900 2 x 700 3 x 630 3 x 800 4 x 725 1 x 900 2 x 700 3 x 630 3 x 800 4 x 725
1125 1625 2125 2625 3125 3625 1150 1650 2150 2650 3150 3650 1200 1700 2200 2700 3200 3700 1250 1750 2250 2750 3250 3750 1300 1800 2300 2800 3300 1400 1900 2400 2900 3400 1500 2000 2500 3000 3500
4 6 8 8 10 12 4 6 8 8 10 12 4 6 8 8 10 12 4 6 8 8 10 12 4 6 8 8 10 4 6 8 8 10 4 6 8 8 10
SX-P 300
SX-P 400
SX-P 500
SX-P 600
SX-P 800
SX-P 1000
Weight [kg] 102 148 194 240 287 332 155 224 293 362 431 500 288 410 534 658 781 905 430 607 785 962 1141 1319 630 881 1133 1384 1636 1068 1472 1876 2280 2684 1676 2282 2887 3492 4097
Amerikahaven, Amsterdam, Netherlands V-Fender
39
SH-Fender
Turning Dolphin, Baltic Sea
w
PW H t ED
C
ED
W
FL
SH-Fender Dimensions
40
Fender
H [mm]
W [mm]
w [mm]
t [mm]
C [mm]
PW [mm]
Anchors
SH 250
250
625
280
18
203
530
M 24
SH 300
300
750
340
23
245
640
M 30
SH 400
400
1000
450
27
325
850
M 30
SH 500
500
1200
560
30
380
1040
M 36
SH 600
600
1400
675
35
438
1230
M 42
SH 800
800
1800
900
40
550
1600
M 48
SH 1000
1000
2200
1125
40
663
2000
M 48
V-Fender
V-Fender
Size
L [mm]
ED [mm]
G [mm]
FL [mm]
Anchors
SH 250
1000 1500 2000 2500 3000 3500 1000 1500 2000 2500 3000 3500 1000 1500 2000 2500 3000 3500 1000 1500 2000 2500 3000 3500 1000 1500 2000 2500 3000 1000 1500 2000 2500 3000 1000 1500 2000 2500 3000
120.0 120.0 120.0 120.0 115.0 115.0 130.0 125.0 130.0 125.0 135.0 130.0 140.0 140.0 140.0 140.0 135.0 145.0 150.0 150.0 150.0 150.0 150.0 160.0 170.0 170.0 170.0 170.0 165.0 200.0 200.0 200.0 200.0 195.0 230.0 230.0 230.0 230.0 225.0
1 x 840 2 x 670 2 x 920 2 x 1170 3 x 950 3 x 1100 1 x 830 2 x 670 2 x 915 2 x 1170 3 x 940 3 x 1110 1 x 840 2 x 670 2 x 920 2 x 1170 3 x 950 3 x 1110 1 x 850 2 x 675 2 x 925 2 x 1175 3 x 950 3 x 1110 1 x 840 2 x 670 2 x 920 2 x 1170 3 x 950 1 x 840 2 x 670 2 x 920 2 x 1170 3 x 950 1 x 840 2 x 670 2 x 920 2 x 1170 3 x 950
1080 1580 2080 2580 3080 3530 1090 1590 2090 2590 3090 3590 1120 1620 2120 2620 3120 3620 1150 1650 2150 2650 3150 3650 1180 1680 2180 2680 3180 1240 1740 2240 2740 3240 1300 1800 2300 2800 3300
4 6 6 6 8 8 4 6 6 6 8 8 4 6 6 6 8 8 4 6 6 6 8 8 4 6 6 6 8 4 6 6 6 8 4 6 6 6 8
SH 300
SH 400
SH 500
SH 600
SH 800
SH 1000
Weight [kg] 98 144 190 237 283 329 150 220 290 360 431 501 247 361 475 589 703 816 389 566 743 920 1097 1274 552 800 1047 1294 1542 954 1375 1768 2179 2590 1426 2030 2634 3237 3841
Car Terminal, Zeebrugge, Belgium V-Fender
41
Cylindrical Fender Cylindrical fender were the first fender type to be produced with a defined performance. Adequate installation is simply achieved by using chains, bars, ropes or specially designed ladder brackets. Their proportional increase of reaction force and energy absorption all the way to the rated deflection is an advantage resulting in softer berthing. Other advantages are: Very robust and simple fender type Easy to install, allowing multiple usage at different berths Outside diameter up to 2.700 mm and inside diameter ranging from only 50 to 1.300 mm Variable in length up to 20 m, limited mainly by handling and transport Special dimensions and features such as pre-bending or jointing can be requested.
42
Cylindrical Fender
Cylindrical
PERFORMANCE CURVE generic performance curve Cylindrical Fender Cylindrical Fender 200 200
120 120
180 180 160 160 140 140
8080
120 120 100 100
6060
80 80
4040
60 60 40 40
2020 00
Energy (%)[%] Energy
Reaction Reaction (%)[%]
100 100
20 20
00
20 20
40 40
60 60
Deflection [% of ID]
Reaction
Deflection (% of ID)
Reaction-Force
80 80
100 100
0 0
Energy Tolerance: +/- 10 % Energy-Absorption
Tolerances +/- 10%
Tolerance: +/- 10 %
Leisure Jetty, Kota Kinabalu, Malaysia Cylindrical Fender
43
Dimensions & performance values OD x ID [mm]
E [kNm / m]
R [kN / m]
P [kN / m2]
Weight [kg / m]
Extruded Fender
100 x 50
0.8
43
547
7.2
125 x 65
1.3
51
500
11.0
150 x 75
1.8
65
552
16.3
175 x 75
2.7
92
781
24.1
200 x 100
3.3
86
547
29.0
250 x 125
5.1
108
550
45.3
300 x 150
7.4
129
547
65.2
380 x 190
11.8
164
550
105.0
400 x 200
13.1
172
547
116.0
450 x 225
16.6
194
549
147.0
500 x 250
28.0
275
700
181.0
wrapped-Fender
600 x 300
40.0
330
700
255.0
800 x 400
72.0
440
700
453.0
900 x 450
86.0
470
700
573.0
1000 x 500
112.0
550
700
707.0
1100 x 600
131.0
541
574
800.0
1200 x 600
162.0
660
700
1018.0
1300 x 700
184.0
650
591
1131.0
1400 x 700
220.0
770
700
1386.0
1400 x 800
208.0
649
516
1245.0
1500 x 750
253.0
825
700
1591.0
1500 x 800
246.0
760
605
1517.0
1600 x 800
288.0
880
700
1810.0
1600 x 900
273.0
757
535
1650.0
1800 x 900
364.0
990
900
2290.0
2000 x 1000
432.0
1060
700
2827.0
2000 x 1200
415.0
871
517
2414.0
2200 x 1200
524.0
1083
575
3204.0
2400 x 1200
647.0
1321
700
4073.0
2700 x 1300
818.0
1486
605
5278.0
Perfomance data per 1000 mmm legth and based on deflection of fender equal to the ID Tolerance +/- 10 %
Container Terminal, Hamburg, Germany
44
Cylindrical Fender
Cylindrical fixing details small Cylindricals
Small cylindricals (≤ § 600 mm) are often suspended from chains connected to brackets or U-anchors on the quay wall.
fixing details Large cylindricals
Large cylindricals (§ 600 mm – § 1600 mm) often use a central support bar connected at each end to chains which go back to brackets or U-anchors on the quay wall. fixing details Very Large cylindricals
Very Large cylindricals (≥ § 1600 mm) may require special ladder brackets due to their weight. These are specially designed for each application.
Cylindrical Fender
45
ROller Fender
B
Roller fender are typically installed in the entranceC areas of locks, dry docks and other narrow or exposed areas. Due to its limited energy absorption, the roller fenders main purpose is to act as a guiding system for a smooth and safe passage. Roller fender are generally built from an energy absorbing elastomer ring which is ØD
mounted onto a single rotating shaft. This unit is assembled with mainenance-free bearings from stainless steel and composite material into a steel casing where it can rotate freely. F Roller fender can be installed in various combination H such as
Stacked double or triple fender to cover larger heights in tidal areas Side by side to guide the vessel through a narrow passage Installed with an angle to cater for flare angles in the vessel hull Selection of the appropriate type, size and casing is dependant on the specific project requirements. Despite standard tyre and roller dimensions, each fender is a tailored system. Please contact us for assistance.
PERFORMANCE CURVE generic performanceRoller/Wheel curve roller Fender Fender 200 200
120 120
180 180
Reaction
160 160
Energy Tolerance: +/- 10 %
140 140
80 80
120 120
60 60
100 100 80 80
40 40
60 60 40 40
20 20 0 0
Energy Energy (%)[%]
Reaction (%)
Reaction [%]
100 100
20 20
00
20 20
40 40
60 60
80 80
100 100
00
Deflection [%]
Deflection (%)
46
Roller Fender
Reaction-Force
Energy-Absorption
Tolerances +/- 10%
roller fender A
B
C
ØD
A
B
F
H
C
ØD
Roller Fender performance Energy [kNm]
Reaction [kN]
Deflection [mm]
Pressure [bar]
RF 110 x 45
13
175
152
5.5
RF 130 x 50
22
200
230
3.5
RF 140 x 60
20
210
205
3.5
RF 175 x 70
37
345
225
4.8
RF 200 x 75
100
765
270
5.5
RF 250 x 100
170
1000
345
5.5
Fender
F
H
Above mentioned dimensions are indicative and may change during final design process. Tolerance + / - 10 %
Roller Fender dimensions Fender
A [mm]
B [mm]
C [mm]
ØD [mm]
H [mm]
F [mm]
RF 110 x 45
1250
610
1150
1080
800
460
RF 130 x 50
1530
740
1400
1320
950
510
RF 140 x 60
1600
765
1450
1370
1000
610
RF 175 x 70
2050
975
1850
1750
1250
690
RF 200 x 75
2300
1110
2100
1980
1400
765
RF 250 x 100
3000
1425
2700
2550
1800
895
Above mentioned dimensions are indicative and may change during final design process. Tolerance + / - 10 %
Roller Fender
47
Wheel Fender Wheel fender are typically installed in the entrance areas of locks, dry docks and B
other narrow or exposed areas in order to act as guiding systems. Due to their design C
using additional backrollers, wheel fenders provide a higher energy absorption than the simple constructed Roller fender. Therefore they are also used to protect ØD
sharp corners or recesses in quay walls and jetties where the need for energy absorption is combined with the requirements to guide the vessel. Wheel fender can be installed in various combination such as F
H
Stacked double or triple fender to cover larger heights in tidal areas Side by side to guide the vessel through a narrow passage Installed with an angle to cater for flare angles in the vessel hull Selection of the appropriate type, size and casing is dependant on the specific project requirements. Despite standard tyre and roller dimensions, each fender is a tailored system. Please contact us for assistance.
PERFORMANCE CURVE generic performanceRoller/Wheel curve Wheel Fender Fender 200 200
120 120
180 180 160 160 140 140
80 80
120 120
60 60
100 100 80 80
40 40
60 60 40 40
20 20 0 0
20 20
00
20 20
40 40
Reaction 48
Wheel Fender
Energy Energy (%)[%]
Reaction (%)
Reaction [%]
100 100
60 60
80 80
100 100
00
Deflection [%] (%) Deflection
Energy Tolerance: +/- 10 %
Reaction-Force
Energy-Absorption
Tolerances +/- 10%
Wheel fender
B C
ØD
B
F
C
H
ØD
Wheel Fender dimensions A [mm]
B [mm]
WF 110 x 45
1700
1000
WF 130 x 50
2000
Fender
C [mm] F
H
ØD [mm]
H [mm]
F [mm]
1450
1080
900
460
1200
1750
1300
1000
510
WF 175 x 70
2650
1500
2200
1750
1150
690
WF 200 x 75
2750
1750
2550
1980
1250
760
WF 250 x 100
3350
2200
3200
2550
1600
970
WF 290 x 110
4200
2500
3750
2900
1700
1020
Above mentioned dimensions are indicative and may change during final design process. Tolerance + / - 10%
Wheel Fender performance Energy [kNm]
Reaction [kN]
Deflection [mm]
Pressure [bar]
33
150
400
5.5
WF 130 x 50
61
220
500
3.5
WF 175 x 70
100
315
600
4.8
Fender WF 110 x 45
WF 200 x 75
220
590
700
5.5
WF 250 x 100
440
920
925
5.5
WF 290 x 110
880
1300
1200
5.8
Above mentioned dimensions are indicative and may change during final design process. Tolerance + / - 10%
Wheel Fender
49
Pneumatic floating Fender Pneumatic floating fenders are a proven alternative to fixed fenders and are preferably used: ØD
In ports with extreme tidal variations For ship-to-ship lightering operations For all Navy vessels due to low hull pressure and the advantage of a proportional increase of reaction force and energy absorption L
ØD
L
The fender can easily be deflated which allows simple and cost efficient relocation and re-commissioning in other locations. We supply pneumatic floating fender in L different types, colours and sizes as follows:
2 different inside pressure levels to cover a wide performance range Standard colours grey and black Optional chain/tyre net for heavy duty applications Diameters ranging from 300 mm to 4.500 mm and length ranging from 500 mm to 10.500 mm Special hydro-pneumatic version for submarines sling-type
ØD ØD
L L
50
Pneumatic Floating Fender
L
pneumatic
PERFORMANCE CURVE
generic performance curve Pneumatic FloatingFender Fender Pneumatic 120 120
160 160
100 100 80 80
60 60
60 60
40 40
40 40
20 20 00
Energy (%)
Reaction (%)[%] Reaction
120 120
80 80
Energy [%]
140 140
100 100
20 20 00
10 10
20 20 Reaction
30 30 Deflection (%) Deflection [%]
Reaction-Force
40 40
50 50
60 60
00
Energy Tolerance: +/- 10 %
Energy-Absorption
Tolerance: +/- 10 %
chain & tyres
ØD ØD
L
L
Pneumatic Floating Fender
51
Pneumatic Fender Dimensions + performance values Initial Pressure 0.5 kg / cm2 Fender [mm]
Energy [kNm]
Reaction [kN]
Energy [kNm]
Reaction [kN]
Pressure [kN/m2]
Weight Body [kg]
Chain net [kg]
Total [kg]
300 x 500
1,3
22,6
189
1,7
29,4
246
10
n / a
10
300 x 600
1,5
26,5
180
2
35,3
239
15
n / a
15
500 x 800
5,7
58,9
187
7,4
78,5
249
25
n / a
25
500 x 1000
7,2
73,6
179
9,1
98,1
239
35
n / a
35
800 x 1200
21,6
141
188
28,1
187
250
75
100
175
800 x 1500
27,5
186
191
35,1
235
241
95
110
205
1000 x 1500
40,2
222
190
52,7
281
240
140
170
310
1000 x 2000
54
295
180
70,2
374
228
170
200
370
1200 x 1800
69,7
320
190
91
404
240
180
210
390
1200 x 2000
77,5
354
185
101
449
235
200
220
420
1350 x 2500
125
496
181
175
650
238
270
260
530
1500 x 2500
152
554
186
196
697
234
300
400
700
1500 x 3000
182
658
178
235
837
227
350
440
790
2000 x 3000
324
883
189
422
1122
240
550
880
1430
2000 x 3500
378
1030
183
491
1315
234
650
920
1570
2000 x 6000
647
1766
171
843
2246
217
950
1120
2170
2500 x 4000
675
1481
188
872
1864
236
1100
1510
2610
2500 x 5500
928
2037
178
1197
2560
224
1350
1620
2970
3000 x 5000
1226
2207
185
1570
2786
233
1700
2620
4320
3300 x 4500
1324
2197
194
1712
2764
244
1800
2360
4160
3300 x 6500
1913
3169
181
2472
3993
228
2250
3120
5370
3300 x 10500
3090
5121
171
4297
6612
220
2800
4050
6850
4500 x 7000
3816
4660
186
4944
5866
234
3250
5100
8350
4500 x 9000
4954
6004
152
6357
7544
191
4950
6200
11150
Rated deflection of 60 %. Standard tolerance of +/- 10 %
Navy Jetty, Karlskrona, Sweden 52
Pressure [kN/m2]
Initial Pressure 0.8 kg / cm2
Pneumatic Floating Fender
pneumatic
HYDRO-PNEUMATIC FENDER The hydro-pneumatic fender is a special configuration of the pneumatic fender developed for submarine jetties. The fenders are partly filled with water and equipped with a counterweight in order to keep them in a vertical position. This ensures that the submerged pressure hull is properly protected by the hydro-pneumatic fender at all times. Hydro-Pneumatic Fender Dimensions + performance values without water 60 % deflection Fender [mm]
filled with water 45 % deflection
Energy [kNm]
Reaction [kN]
Ratio water / air
Energy kNm
Reaction [kN]
1700 x 7200
560
1810
65% / 35%
134
611
2000 x 6000
647
1766
65% / 35%
155
599
2500 x 5500
928
2037
65% / 35%
223
687
3300 x 6500
1913
3169
60% / 40%
616
1247
3300 x 10600
3120
5170
55% / 45%
589
1275
Standard tolerance of +/- 10 %
Pneumatic Floating Fender
53
ØD
L
foam filled floating Fender – Ocean Guard Foam filled floating fender are used as alternative solution to both fixed fenders and pneumatic fenders. Main applications are: Heavy duty ship-to-ship lightering operations All Navy vessel berths and cruise terminals due to low hull pressure, non-mar-
ØD
king Polyurethane skin and the advantage of a proportional increase of reaction force and energy absorption The fenders are extremely robust and do not suffer loss of performance even if daL
maged. On top repair of smaller damages is relatively simple and can be done on site. We supply foam filled floating fender in different types, sizes and colours as follows: Different foam hardness grades to cover a wide performance range Optional chain/tyre net for heavy duty applications Diameters from 500 mm to 4.500 mm and lengths from 800 mm to 10.600 mm, special sizes on request
Individual skin colours available upon request, standard colours are black and orange PERFORMANCE CURVE Ocean Guard Fender generic performance curve ocean guard 120 120
200 200 180 180
Reaction
160 160
Energy Tolerance: +/- 10 %
140 140
80 80
120 120
60 60
100 100 80 80
40 40
60 60 40 40
20 20 00
20 20 00
10 10
20 20
30 30
40 40
Deflection [%] Deflection (%)
54
Foam Filled Floating Fender – Ocean Guard
50 50
60 60
00
Energy (%) [%] Energy
Reaction (%)
Reaction [%]
100 100
foam filled
L L
D D
Ocean Guard Dimensions & performance values Capacity Fender sizes [mm] D x L
Standard Capacity
High Capacity
Extra High Capacity
Super High Capacity
Energy Reaction Pressure Energy Reaction Pressure Energy Reaction Pressure Energy Reaction Pressure Weight [kN] [kN/m2] [kNm] [kN] [kN/m2] [kNm] [kN] [kN/m2] [kg] [kNm] [kN] [kN/m2] [kNm]
700 x 1500
26
133
172
34
173
224
49
253
327
68
346
447
109
1000 x 1500
47
173
172
61
225
224
89
329
327
122
450
447
147
1000 x 2000
68
254
172
88
330
224
129
483
327
177
660
447
200
1200 x 2000
91
280
172
118
364
224
173
532
327
237
728
447
299
1350 x 2500
152
418
172
198
543
224
289
794
327
395
1087
447
426
1500 x 3000
232
578
172
302
751
224
441
1098
327
603
1503
447
653
1700 x 3000
282
618
172
367
803
224
536
1174
327
733
1607
447
748
2000 x 3500
454
845
172
590
1099
224
863
1606
327
1180
2197
447
1161
2000 x 4000
540
1005
172
702
1307
224
1026
1910
327
1404
2613
447
1397
2000 x 4500
624
1161
172
811
1509
224
1186
2206
327
1622
3019
447
1571
2500 x 4000
801
1197
172
1041
1556
224
1522
2274
327
2083
3112
447
1925
2500 x 5500
1200
1788
172
1560
2324
224
2280
3397
327
3120
4649
447
3095
3000 x 4900
1430
1775
172
1859
2308
224
2717
3373
327
3718
4615
447
3295
3000 x 6000
1851
2295
172
2406
2984
224
3517
4361
327
4813
5967
447
4370
3300 x 4500
1498
1690
172
1947
2197
224
2846
3211
327
3895
4394
447
3531
3300 x 6000
2421
2731
172
3147
3550
224
4600
5189
327
6295
7101
447
5485
Intermediate dimensions and different foam qualities available upon request. Tolerance + / - 15 %
Foam Filled Floating Fender – Ocean Guard
55
Foam filled floating Fender – Ocean Cushion Foam filled floating fender are used as alternative solution to both fixed fenders and pneumatic fenders. Main application is: Heavy duty ship-to-ship lightering operations The fenders are extremely robust and do not suffer loss of performance even if damaged. On top repair of smaller damages is relatively simple and can be done on site. We supply foam filled floating fenders in different types, sizes and colours as follows: Different foam hardness grades to cover a wide performance range L Optional chain / tyre net for heavy duty applications
Standard diameters from 1.000 mm to 4.800 mm and lengths from 1.500 mm to 10.600 mm Individual skin colours are available upon request, standard colours are black and orange PERFORMANCE CURVE generic performance curve ocean cushion Ocean Cushion Fender
120 120
200 200 180 180 160 160 140 140
80 80
120 120
60 60
100 100 80 80
40 40
60 60 40 40
20 20 0 0
20 20 00
10 10
20 20
30 30 Deflection [%]
Reaction Reaction-Force
56
Energy (%) Energy [%]
Reaction (%)
Reaction [%]
100 100
Foam Filled Floating Fender – Ocean Cushion
40 40
50 50
60 60
0 0
Deflection (%)
Energy Tolerance: +/- 10 % Energy-Absorption
Tolerances +/- 10%
D
foam filled
D
L
Ocean cushion Dimensions & performance values Capacity Fender sizes [mm] D x L
overall Standard Capacity High Capacity Extra High Capacity Super High Capacity diaEnergy Reaction Pressure Energy Reaction Pressure Energy Reaction Pressure Weight meter Energy Reaction Pressure [kN] [kN/m2] [kNm] [kN] [kN/m2] [kNm] [kN] [kN/m2] [kNm] [kN] [kN/m2] [kg] [mm] [kNm]
1000 x 2000
1600
65
298
172
85
387
224
124
566
327
169
775
447
741
1200 x 2000
1800
87
338
172
113
439
224
165
642
327
226
879
447
956
1350 x 2500
1900
140
485
172
182
631
224
266
922
327
364
1261
447
1197
1500 x 3000
2200
210
649
172
273
844
224
399
1233
327
546
1687
447
1810
1700 x 3000
2400
266
721
172
346
937
224
505
1370
327
692
1875
447
1995
2000 x 3500
2700
430
988
172
559
1284
224
817
1877
327
1118
2569
447
2346
2000 x 4000
2700
503
1152
172
654
1498
224
956
2189
327
1308
2995
447
2566
2200 x 4500
2900
678
1428
172
881
1856
224
1288
2713
327
1763
3713
447
3341
2500 x 4000
3200
733
1357
172
953
1764
224
1393
2578
327
1906
3528
447
3371
2500 x 5500
3200
1075
1988
172
1398
2584
224
2043
3777
327
2795
5169
447
4684
3000 x 6000
3700
1645
2540
172
2139
3302
224
3126
4826
327
4277
6604
447
6808
3300 x 4500
4000
1395
1913
172
1814
2487
224
2651
3635
327
3627
4974
447
5521
3300 x 6500
4000
2144
3003
172
2787
3904
224
4074
5706
327
5574
7808
447
8073
4200 x 8400
4900
4504
4933
172
5855
6413
224
8558
9373
327
11710
12826
447
16330
Intermediate dimensions and different foam qualities available upon request. Tolerance + / - 15 %
Foam Filled Floating Fender – Ocean Cushion
57
Donut Fender D
The donut fender is a specific type of the foam filled floating fender. It is designed to simply slip over a stationary monopile. Due to its construction, the fender floats up and down with the fluctuating water levels and rotates when vessels berth and slide along the fender. This makes the donut fender an ideal solution for lock and dry dock entrances, corner protection, turning dolphins, area with large tidal variations or bridge protection or other monopile structures. Moreover, the donut fender concept combines the following advantages: High energy absorption with low reaction vs. buckling type rubber fender Low shear forces due to the freely rotating fender Self-adjusting to changing water levels due to the freely floating fender system Low installation costs as the donut is simply sliped over a single monopile Generally maintenance free
PERFORMANCE CURVE generic performance curve Donut donut Fender fender 200 200
120 120
180 180 160 160 140 140
80 80
120 120 100 100
60 60
80 80
40 40
Energy [%] Energy (%)
Reaction (%)
Reaction [%]
100 100
60 60 40 40
20 20
20 20
0 0
00
10 10
20 20
30 30
Deflection [%]
40 40
50 50
00 60 60
Deflection (%)
Reaction
Energy Tolerance: +/- 10 %
Reaction-Force
58
Donut Fender
Energy-Absorption
Tolerances +/- 10%
Tolerance: +/- 10 %
donut fender
The donut fender can be individually designed to meet the requirements of any specific project. The foam hardness, skin thickness, pile diameter and also the height of the fender can be changed on request. Additionally, mooring crowns, counterweights (for sub-marine applications) or other features can be added.
donut Fender Dimensions Capacity Donut Size D [mm]
Standard Capacity* Max. pile dia. [mm]
1270
610
1450 1520
Energy [kNm]
D
Reaction [kN]
7,2
116
710
9,2
131
762
10,5
140
1780
914
14,1
162
1910
995
16,4
175
Inner steel tube,
2030
1067
18,6
186
painted or galva-
2210
1185
22,3
204
2290
1219
23,6
210
2490
1345
28,0
229
2540
1372
29,3
234
2790
1524
35,3
256
2970
1639
40,1
273
3050
1676
42,1
280
3300
1829
49,5
304
3450
1933
54,6
319
3530
1981
57,2
327
3810
2134
65,9
350
3960
2241
72,1
366
4060
2286
75,1
374
4220
2388
81,3
389
* Value for Height = 1000 mm. Tolerance + / - 15 %
Increasing Donut height will increase reaction and energy
Anti-Friction Bearing Pads
nised
Heat laminated Polyethylene foam core layers
Outer wear surface of UV resistant Polyurethane skin with Nylon reinforcement
proportionally.
Donut Fender
59
Other Foam Products SSD Fender SSD stands for small standard duty. This fender type is designed for quick and convenient handling. Due to its compact sizes the SSD fender is ideal for the limited storage space on board of naval and commercial vessels. Their lightweight allows for easy installation and can be handled by one or two people. compact size lightweight tough non-marking nylon tyre cord reinforced Polyurethane elastomeric skin integral end-fittings in galvanized or stainless steel alternatively available with internal heavy duty through-pipe (Hawse pipe - SSD-HP)
Buoy The Ocean Guard buyos are constructed to withstand the toughest marine applications and environments. Availabale in various different types and sizes for all possible applications, our buoys provide: highly visible unsinkable construction impact energy absorption non-marking low maintenance
60
Other Foam Products
foam products
Dredge Floats The Ocean Guard dregde float solves the problems associated with fiber or plastic slip-on or clamp-on dredge floats. Using the same manufacturing technology as for the production of fender, the dredge float provides the following features: one piece slip-on design for easy installation high buoyancy non-marking impact energy absorption low maintenance
Ocean Barrier Ocean Guard floating port security barrier systems are designed to provide the highest level of security and quality for port facilities. This highly visible floating physical barrier is designed for easy installation and maintenance. The modular design and the different sizes allow customized applications with the following features: highly visible physical deterrent low maintenance high tensile design unsinkable
Other Foam Products
61
Tug boat Fender FenderTeam is able to offer a complete range of commonly used tug fenders. This includes: Cylindrical bow and stern gunwale fender with circumferential grooves for installation with chains or nylon straps W-fender, M-fender and Key-hole fender for protection at the bow and stern of vessels
A
Wing-type fender, D-Fender and Rectangular fender for vessel sides B
ØD
C
Composite fender (moulded rubber fender with vulcanized or bolted PE rubbing F
E
F
E
face) for work boats and special tugs For Navy applications also available in non marking grey rubber L
A complete “ready to install” fender kit including tapered ends, connecting plugs, A
end plugs, drill holes as well as numbered stern and bow fender sets are available. B
K
Tug boat fender, especially D-fender and rectangular fender, are also often used for D C
other applications or structures.
PERFORMANCE CURVE generic performance curve Cylindrical cylindrical Tug boat Fender Fender 200 200
120 120
180 180
Reaction
8080
160 160
Energy Tolerance: +/- 10 %
140 140 120 120 100 100
6060
80 80
4040
60 60 40 40
2020 00
62
Tug Fender
Energy (%)[%] Energy
Reaction Reaction (%)[%]
100 100
20 20
0
0
20
20
40
40
60
60
Deflection [% of ID]
Deflection (%)
Reaction-Force
80
80
Energy-Absorption
100
0 0
100
Tolerances +/- 10%
tug boat fender
F*
A
ØJ ØH
G* ØD
ØE
B
C
C
C
C L*
tug cylindrical fender dimensions ØD [mm]
B [mm]
C [mm]
A [mm]
ØE [mm]
ØH [mm]
ØJ [mm]
200
150
530
500
100
75
150
250
200
570
500
125
75
190
300
225
600
700
150
75
225
350
250
630
800
175
100
260
400
300
670
800
200
100
300
500
300
730
900
250
100
375
600
350
800
900
300
125
450
700
350
860
1000
350
125
525
800
350
930
1000
400
125
600
900
350
1000
1100
450
150
675
1000
350
1060
1200
500
150
750
L: 2~13 metres in one section or joined for longer length F: varies in width according to size and type of circumferential attachement F + G depeding on size and type of fixing accessories (chain / nylon strap)
Tug Fender
63
M-Fender Dimensions Type
A [mm]
B [mm]
M-Fender fixing C [mm]
ØD [mm]
E [mm]
F [mm]
ØPin [mm]
Lmax [mm]
Weight [kg / m]
Pin [mm]
Flat bar [mm]
Rmin [mm]
M 40
400
200
40
23
50
150
20
2000
56
Ø 20
100 x 15
450
M 50
500
250
50
27
60
190
24
2000
89
Ø 24
125 x 20
550
M 60
600
300
60
33
70
230
30
2000
132
Ø 30
150 x 20
650
M 80
800
400
80
44
95
305
36
2000
233
Ø 36
180 x 25
850
A
A B B
A
A ØD B
C
B ØD
C
F
E E
E
F
F
E
F
C M-Fender E
C
ØD F
F
E
ØD E
F
F
E
M-Fender and W-Fender, both available with profiled or non profiled surface.
L
L
A
L A
B
B B
A
L
A
K D
K D
K D
C
B K
C
W-Fender D
C
C
W-Fender Dimensions
64
W-Fender fixing
Type
A [mm]
B [mm]
C [mm]
D [mm]
K [mm]
Lmax [mm]
Weight [kg / m]
Pin [mm]
Flat bar [mm]
Rmin [mm]
W32
320
200
280
100
50
2000
51
Ø 25
100 x 20
600
W40
400
250
350
110
55
2000
81
Ø 30
120 x 20
800
W48
480
300
426
135
65
2000
120
Ø 40
140 x 20
900
W50
500
450
420
90
75
2000
180
Ø 40
150 x 20
1000
Tug Fender
tug boat fender
C
C
B
B
Key-hole-Fender Dimensions H
H
ØF
H
H
ØF
ØD
C
H
C
ØF
ØD
B
B
B
ØF
H
ØD
B B
H
H
C
B
B
B [mm]
ØD B
300 C
B
200 250
B
B
H [mm]
350B
C [mm]
ØD [mm]
Lmax A Weight [mm] [kg / m]
ØF [mm]
ØPin [mm]
35
130
28
90
2000
33
25
50
150
100
2000
54
30
60
180 B
33 33
115
2000
80
30
70
210
33 K
125
2000
114
30
Wing-Type-Fender Dimensions Type
H [mm]
B [mm]
C [mm]
ØD [mm]
Weight [kg / m]
WD 180
180
100
25
50
10.5
WD 215
215
150
30
75
20.3
WD 245
245
150
30
75
21.3
WD 280
280
200
40
100
35.8
WD 320
320
200
40
100
37.6
WD 370
370
250
50
125
57.0
WD 410
410
250
50
125
59.0
D
H
C B
H
MC-Fender Dimensions
Type
A [mm]
H
300H
Type
300H
B
L = 1000 mm
L = 1500 mm
B C [mm] Ø F[mm]
300
360
D [mm]
E [mm]
200
280
ØD
40
B
400H
400
500
50
300
500H
500
50
300
472
600H
600
562 B 700
420
550
L = 2000 mm
C 125
L = 2500 mm
B
410
L = 3000 mm
L1
Bolts
Weight [kg]
L1
Bolts
Weight [kg]
L1
Bolts
Weight [kg]
L1
Bolts
Weight [kg]
L1
Bolts
Weight [kg]
1350
6 x M 20
134
1850
8 x M 20
189
2350
10 x M 20
244
2850
12 x M 20
299
3350
14 x M 20
354
400H
1300
6 x M 24
276
1800
8 x M 24
392
2300
10 x M 24
508
2800
12 x M 24
624
3300
14 x M 24
740
500H
1300
6 x M 24
437
1800
8 x M 24
622
2300
10 x M 24
807
2800
12 x M 24
992
3300
14 x M 24
1170
600H
1300
4 x M 48
518
1800
6 x M 48
744
2300
8 x M 48
970
2800
10 x M 48
1196
3300
12 x M 48
1422
Tug Fender
65
Extruded Fender Extruded Fender are simple rubber profiles, usually attached with bolts to the structure.* Extrusions can be made in virtually any length then cut and drilled to suit each application. Pre-curved sections and special sizes are available on request. H H/2
Jetties and wharves for small craft Pontoon protection Inland waterways Gerneral purpose fendering Ø H/2 H Tugs and workboats * FenderTeam provides standard sizes for each profile with the availability to manufacture acc. to customer specific needs. All extruded fender can be installed in a variety of methods.
W W/2
PERFORMANCE CURVE generic performance curve Extruded Fender Cylindrical Fender Ø H/2 H
120 120
200 200 180 180 160 160 140 140
8080
120 120
6060
100 100
H
4040
80 80
60 60 40 40
2020 00
20 20
00
20 20
40 40
Deflection (%)
Reaction-Force
Extruded Fender
Ø H/2 H60 60
Deflection [% of ID]
Reaction 66
Energy Energy (%) [%]
Reaction Reaction (%)[%]
100 100
80 80
100 100
0 0
Energy Tolerance: +/- 10 % Energy-Absorption
Tolerances +/- 10%
extruded
DD-Fender H
H/2
Ø H/2 H
W W/2
DD-Fender Dimensions H [mm]
B [mm]
C [mm]
D [mm]
E [mm]
F [mm]
G* [mm]
ED* [mm]
Flat Bar [mm]
100 x 100
25.0
Ø H/2 30 H
15
25
10
200~300
90~130
40 x 5
Anchors Weight / m [kg] M 12
8.3
150 x 150
37.5
40
20
30
12
250~350
110~150
60 x 8
M 16
18.0
200 x 200
50.0
50
25
45
15
300~400
130~180
80 x 10
M 20
32.0
250 x 250
62.5
60
30
45
20
350~450
140~200
90 x 12
M 24
50.0
300 x 300
75.0
60
30
60
25
350~450
140~200
110 x 12
M 24
72.0
350 x 350
87.5
75
35
70
25
350~450
140~200
130 x 15
M 30
103.6
380 x 380
H
95.0
75
35
80
30
350~450
140~200
140 x 15
M 30
122.1
400 x 400
100.0
75
35
80
30
350~450
140~200
150 x 15
M 30
128.0
500 x 500
125.0
90
45
90
40
400~500
160~230
180 x 20
M 36
200.0
*Fixing Position see Page 69 acc. to FenderTeam standard manufacturing tolerances
Ø H/2 H Extruded Fender
67
DC-Fender H
Ø H/2 H
DC-Fender Dimensions HH [mm]
D [mm]
E [mm]
F [mm]
G* [mm]
ED* [mm]
Anchors
Weight / m [kg]
100 x 100
15
25
10
200~300
90~130
M 12
9.9
150 x 150
20 Ø25H/2 H
30
12
250~350
110~150
M 16
20.0
45
15
300~400
130~180
M 20
37.4
30
50
20
350~450
140~200
M 24
57.2
H 200 x 200 250 xH/2 250 300 x 300
30
60
25
350~450
140~200
M 24
81.3
350 x 350
35
70
25
350~450
140~200
M 30
109.5
400 x 400
35
80
30
350~450
140~200
M 30
142.0
500 x 500
45 Ø H/2 H
90
40
400~500
150~230
M 36
208.0
*Fixing Position see Page 69 acc. to FenderTeam standard manufacturing tolerances
ED
ED
SD-Fender W W/2
Ø H/2 H
SD-Fender H Dimensions H [mm]
W [mm]
100
100
150 200
B [mm]
C [mm]
D [mm]
E [mm]
F [mm]
G* [mm]
ED* [mm]
Flat Bar [mm]
25.0
30
25
10
200~300
90~130
40 x 5
150
Ø H/2 H 40 37.5
15 20
30
12
250~350
110~150
50 x 8
M 16
22.1
200
50.0
50
25
45
15
300~400
130~180
70 x 10
M 20
38.7
250
250
62.5
60
30
50
20
350~450
140~200
90 x 12
M 24
59.3
300
250
62.5
60
30
50
25
350~450
140~200
100 x 12
M 24
73.0
300
300
75.0
75
30
60
25
350~450
140~200
100 x 15
M 30
89.3
M 12
9.5
400
400
100.0
75
35
80
30
350~450
140~200
150 x 15
M 30
148.5
500
500
125.0
90
45
90
40
400~500
160~230
180 x 20
M 36
232.1
H
*Fixing Position see Page 69 acc. to FenderTeam standard manufacturing tolerances
68
Anchors Weight / m [kg]
Extruded Fender
extruded SC-Fender H
H
H
Ø H/2 H
H/2 H Ø H/2Ø H
Ø H/2 H
SC-Fender Dimensions ED H ED [mm]
D [mm]
E [mm]
F [mm]
ED G ED [mm]
ED [mm]
Anchors
Weight / m [kg]
100 x 100
15
25
10
200~300
90~130
M12
11,1
150 x 150 H 200 x 200
20
30
12
250~350
110~150
M16
22,9
25
45
15
300~400
130~180
M20
42,6
250 x 250
30
50
20
350~450
140~200
M24
65,3
300 x 300
30
60
25
350~450
140~200
M24
92,9
350 x 350
35
70
25
350~450
140~200
M30
117,6
400 x 400 500 x 500
35 Ø H/2 H 45
80
30
350~450
140~200
M30
153,6
90
40
400~500
150~230
M36
240,1
Fixing Position for all types ED
ED
Extruded Fender
69
KF-A-Fender FenderTeam
Komposite
H H
fender
H H
KF-A are made from square rubber with a vulcanized low friction front
H H
plate from UHMW-PE with a cen-
H H
ter cylindrical bore.
H H
H H
KF-A-Fender Dimensions H [mm]
100 x 100
B [mm]
D [mm]
E [mm]
30
15
25
HF H [mm]
150 x 150
65
20
30
10 H H 12
200 x 200
75
25
45
20
C [mm]
G* [mm]
20
200~300
ED* [mm]
90~130
Anchors
Weight / m [kg]
M12
10.3
20
250~350
110~150
M16
21.5
25
300~400
130~180
M20
40.2
H H350~450 350~450
140~200
M24
60.2
140~200
M24
92.1
250 x 250
100
30
50
25
30
300 x 300
125
30
60
30
30
*Fixing Position see Page 69 acc. to FenderTeam standard manufacturing tolerances
H H
H/2H/2
H/2H/2
H H
KF-B-Fender FenderTeam
Komposite
fender
H H
KF-B are simular to the KF-A type, with the exception that they are
H H
solid.
H H
H H
KF-B-Fender Dimensions H H C
H [mm]
D [mm]
E [mm]
F [mm]
100 x 100
15
25
10
20
150 x 150
20
30
12
200 x 200
25
45
250 x 250
30
50
300 x 300
30
60
ED* [mm]
Anchors
200~300 H H 250~350
90~130
M12
11.1
20
110~150
M16
27.0
20
25
300~400
130~180
M20
48.0
25
30
350~450 H H 350~450
140~200
M24
75.0
140~200
M24
108.0
30H/2H/2
*Fixing Position see Page 69 acc. to FenderTeam standard manufacturing tolerances
70
Extruded Fender
Weight / m [kg]
G* [mm]
H/2H/2
[mm]
30
H
extruded
H H
KF-C-Fender FenderTeam
Komposite
H H
fender
KF-C are made from trapezodialrubber with a low friction front
H H
plate from UHMW-PE with a center cylindrical bore.
H H
H H
H/2H/2
KF-C-Fender Dimensions H [mm]
B [mm]
K [mm]
D [mm]
80 x 80
42
60
15
100 x 100
45
74
15
120 x 120
62
88
20
150 x 150
73
110
20
F [mm]
C [mm]
G* [mm]
ED* [mm]
Anchors
Weight / m [kg]
25
6
10
200~300
90~130
M12
5.4
8
10
200~300
90~130
M12
8.4
30
10
12
250~350
110~150
M16
12.2
30
12
15
250~350
110~150
M16
19.7
E [mm] H/2 H/2
25 H H
H H *Fixing Position see Page 69 acc. to FenderTeam standard manufacturing tolerances
H H
H H
H H
KF-D-Fender FenderTeam
Komposite
fender
H H
KF-D are simular to the KF-C type, with the exception that they are
H H
solid.
H H
H/2H/2
H/2 H/2
KF-D-Fender Dimensions H [mm]
ED* [mm]
Anchors
Weight / m [kg]
K [mm]
D [mm]
E [mm]
F [mm]
C [mm]
G* [mm]
80 x 80
60
15
25
6
10
200~300
90~130
M12
[kg] 7.0
100 x 100
74
15
25
8
10
200~300
90~130
M12
11.0
120 x 120
88
20
30
10
12
250~350
110~150
M16
15.8
150 x 150
110
20
30
12
15
250~350
110~150
M16
24.8
*Fixing Position see Page 69 acc. to FenderTeam standard manufacturing tolerances
Extruded Fender
71
UHMW-PE and HD-PE
Sliding Plates, Fenders and Ocean Piles
Sliding plates, fenders and ocean piles made from Polyethylene are used in many applications in the marine industry. Because of a combination of excellent impact strength with high abrasion and wear resistance as well as low friction coefficient, Polyethelene products are the state-of-the-art product for covering steel panels, piles, pontoons and other marine structures subject to heavy impacts. Polyethylene for marine applications will be compounded to withstand ozone and UV-radiation. The material does not rot and can be easily recycled at the end of the life-cycle. UHMW-PE Sliding Plates and Fenders UHMW-PE slinding plates and fenders are produced by a sintering process either from virgin or from reclaimed material (approx. 70 % reclaimed +30 % virgin material - also named double-sintered or blended UHMW-PE). More than 90 % of all fender applications world- wide are using the reclaimed material. Due to its superior physical and mechanical properties, UHMW-PE (UltraHighMolecularWeightPolyEthylene) combines highest strength with wear resistance and consequently provides the best durabilty of all available Polyethylene products. The main advantages compared with other materials are: Very high impact strength Very low friction coefficient Very high abrasion resistance UV-resistant
Ozone resistant non-conducting (optional) 100% recycable non-rottening
The main applications are:
72
UHMW-PE Sliding Plates and Fender
fender panel facing
lock doors
sliding strips
quay wall protection
V-fender front shields
b eltings for barges, tug boats and supply vessels
PE-uhmw
The manufacturing process does limit the cross-sections and plate dimensions: Thickness from 2-200mm Plates sizes 1000 x 1000mm up to 6000 x 2000mm The standard colour is black. Other colours such as green, yellow, white or red are available upon request. Physical + Mechanical Properties of UHMW-PE Property
Current Norms and Values
Obsolete Norms and Values
Unit
Norm
Virgin Material
Reclaimed Material
Norm
Virgin Material
Reclaimed Material
ISO 1183-1
0.93 ~ 0,94
0.94 ~ 0,96
DIN 53479
0.93 ~ 0,94
0.94 ~ 0,96
g / cm3
Molecular Weight
Viscosimetric Method
~ 5,000,000
~ 4,000,000
Viscosimetric Method
~ 5,000,000
~ 4,000,000
g / mol
Friction Coefficient
DIN / EN / ISO 8295
0.15 ~ 0.20
0.15 ~ 0.20
DIN 53375
0.15~ 0.20
0.15 ~ 0.20
–
Tensile Strength
ISO 527
17
17
DIN 53455
17
18 ~ 22
N / mm2
Breaking Strength
ISO 527
40
30
DIN 53455
40
33 ~ 35
N / mm2
Break Elongation
ISO 527
50
50
DIN 53455
350
350
%
Ball Indentation Hardness
ISO 2039-1
38
38 ~ 40
DIN 53456
38
38 ~ 40
N / mm2
Shore Hardness (with V-notch)
ISO 868 DIN 53505
61 ~ 63
64 ~ 66
DIN 53505
61 ~ 63
64 ~ 66
Shore D
Impact Strength
ISO / DIN 11542-2
180 coloured
70
DIN 53453
~ 140
~ 130
mJ / mm2
Abrasion Sand Slurry Test
ISO / DIS 15527
100
130-150
-
100
130-150
–
Density
Temperature Range
–
-80 up to +80 -80 up to +80
–
-80 up to +80 -80 up to +80
ºC
Crystalline Melting Point
ISO 3146-C
133
133 ~ 136
Polarisationmicroscope
–
–
ºC
Coefficient of Linear Expansion
DIN 53752
~ 2 x 10-4
~ 1,8 x 10-4
DIN 52328
~ 2 x 10-4
~ 1,8 x 10-4
k-1
UHMW-PE Sliding Plates and Fender
73
ED
W
PW
HD-PE Sliding Fender B
PW
HD-PE sliding fender are made by extrusion from recyclyed Polyethylene with glassfiber reinforcement for high strengt and impact resistance. The main advantages compared with other materials are: OFzone resistant
H high impact strength
low friction coefficient high abrasion resistance UV-resistant available cross sections
The main applications are:
non-conducting (optional)
sliding strips
100% recycable
lock walls
non-rottening
quay wall protection
beltings for inland barges The standard colour is black.
W
ED
PW
B1
H
Physical + Mechanical Properties of HD-PE HD-PE Properties
Property Density Molecular Weight Dynamic Friction Yield Strength Shore Hardness Abrasion Index Operating Temperature Thermal Expansion
74
HD-PE Sliding Fender
Test Method ISO 1183-1 Light diffusion method – DIN 53504 DIN 53505 ISO / DIS 15527 (Draft) FQ1000-V = 100 – DIN 53752
Typical Results 0.90–0.95 ~200,000 0.20–0.25 10–15 48–50 ~400 -20 to +70 2 x 10-4
Unit g / cm3 g / mol – Mpa Shore D – °C K-1
PW
PE-HD
ED
W
PW
PW
B
F
H
HD-PE-Fender Dimensions H [mm] 50 60 70 70 80 100 100 100 120 120 140 160 160 170 175 180 180 190 200 200 200 200 210 250 250 250 300 300 300 440
W [mm]
L [mm]
50 W5500 60B1 5500 50 2500 70 6500 60 5000 50 5500 65 5500 100 6000 80 5000 120 6000 70 5500 70 5000 160 6000 120 5500 150 4000 70 5000 180 6000 110 5000 75 5000 100 6000 150 5500 200 6000 165 2000 150 6500 160 5000 250 5000 100 5500 210 5000 300 5000 160 2000
B [mm] 25 30 25 35 30 25 30 50 H 40 60 35 35 80 60 75 35 90 55 35 50 75 100 80 75 80 125 50 105 105 80
B1 [mm]
D [mm]
32 40 40 40 40 46 46 46 46 46 46 46 46 46 56 56 72 -
32 32 32 32 32 32 32 32 40 40 40 40 40 40 50 50 50 50 50 50 50 50 50 65 65 65 65 70 70 70
E [mm]
F [mm]
16 ED 0 16 0 16 0 16 0 16 0 16 0 16 0 16 0 20 0 20 0 20 0~50 20 0~70 20 0~80 20 0~80 23 0~80 23 0~80 23 0~80 23 0~90 23 0~100 23 0~100 23 0~100 23 0~100 23 0~130 28 0~130 28 0~130 28 0~130 28 0~160 36 0~160 36 0~160 36 0~160
ED [mm]
PW [mm]
Flat Bar [mm]
PW 75~125 75~125 75~125 75~125 75~125 75~125 75~125 75~125 100~150 100~150 100~150 100~150 100~150 100~150 125~175 125~175 125~175 125~175 125~175 125~175 125~175 125~175 150~200 150~200 150~200 150~200 150~200 175~225 175~225 175~225
250~300 250~300 250~300 250~300 250~300 250~300 250~300 250~300 300~350 300~350 300~350 300~350 300~350 300~350 350~450 350~450 350~450 350~450 350~450 350~450 350~450 350~450 450~550 450~550 450~550 450~550 450~550 500~600 500~600 500~600
PW 50 x 6 65 x 10 80 x 10 65 x 10 80 x 10 80 x 10 80 x 10 80 x 10 80 x 10 80 x 10 80 x 10 80 x 10 80 x 10 100 x 10 100 x 12 100 x 12 -
Bolt Size Weight / m [kg] M 12 M 12 M 12 M 12 M 12 M 12 M 12 M 12 M 16 M 16 M 16 M 16 M 16 M 16 M 20 M 20 M 20 M 20 M 20 M 20 M 20 M 20 M 20 M 24 M 24 M 24 M 24 M 30 M 30 M 30
2.3 3.3 3.3 4.5 4.5 4.7 6.1 9.3 8.9 13.4 9.1 10.4 24.1 19.0 24.2 11.7 30.2 19.4 14.0 18.6 27.9 37.6 31.9 34.8 37.2 58.1 27.9 58.6 83.7 64.8
HD-PE Sliding Fender
75
Accessories and Fixings High quality accessories and fixings to assemble and install fenders are an important part of each fender solution. Supplies include: Cast-in and resin anchors in different material grades to comply with specifications and local corrosion environments Bolts, nuts and washers in mild steel and in various grades of stainless steel Chains, shackles, tensioners and chain anchors To ensure a trouble free and smooth installation on site, all components are checked prior to delivery.
Typical brackets
cast-in bracket
76
Accessories and Fixings
various bolt / weld on brackets
accessories
Typical Chain System
Cast-in-anchor for new concrete Chain
Bracket
Chain tensioner D-shackle
D-shackle
Cast-In-Anchor for new Concrete
L C
B G*1
ØD
A
M20-M76
F*2
Anchor size
L [mm]
B [mm]
C [mm]
D [mm]
Weight [kg]
M20
214
50
20
30
0.9
M24
258
60
25
35
1.5
M30
318
70
30
45
2.7
M36
328
80
40
55
4.2
M42
416
85
45
65
6.9
M48
431
100
50
75
10.2
M56
436
105
60
85
14.0
M64
600
128
80
100
29.8
M76
700
152
90
114 B
E
G*1
L
46.1
Other sizes available upon request *1 See next page (78) *2 F = Bracket or Fender Foot thickness A > G+F+1.2x M A < G+F+B
A
Accessories and Fixings
77
L A
B E for Existing Chemical Anchor G*1 Concrete L
E
ØD
A
B G*1
M16-M76 ØD
Grout Capsule F*2 Hardening Agent M16-M76
Grout Capsule F*2 Hardening Agent
Anchor size
A [mm]
D [mm]
E [mm]
Grout volume [ml]
M16
140
20
13
27
M20
170
24
16
43
M24
210
28
19
66
M30
280
35
24
130
M36
360
42
29
232
M42
420
50
34
392
M48
460
54
38
420
M56
500
64
45
651
M64
560
72
51
854
M76
670
84
61
1200
Other sizes available upon request *1 See below (Washers) *2 F= Bracket or Fender Foot thickness req. B = E+F+G+ca.0.4x M req. L = A+B In all cases required length should be checked by calculation
ID
G
ID OD
G
78
Special washer plates for SPC-, CSS-, SX-, SX-P-, SH- Fender, FE
ID [mm]
OD [mm]
G [mm]
LxB [mm]
D [mm]
G [mm]
Weight [kg]
M16
17
30
3
–
–
–
–
M20
21
37
3
50 x 45
22
5
0.08
M24
25
44
4
75 x 55
26
6
0.15
M30
31
56
4
85 x 65
32
6
0.30
M36
37
66
5
100 x 75
38
6
0.36
M42
45
78
8
150 x 90
45
9
0.97
M48
52
92
8
175 x 100
52
9
1.26
M56
62
105
10
185 x 125
62
10
1.85
M64
70
115
10
200 x 130
70
10
2.08
M76
80
130
12
230 x 150
80
12
3.30
Accessories and Fixings
ØD
G
ØD
G B
Anchor size
L
B
DIN 125
OD
Washers
accessories F2
Shackles ØA
ØA
D1
D2
ØB
ØC
ØC
ØB
E
E
D-Type
Bow-Type
WLL [t]
ØA [mm]
ØB [mm]
ØC [mm]
E [mm]
D1 [mm]
Weight [kg ]
D2 [mm]
F2 [mm]
Weight [kg / m]
2.0 3.25 4.75 6.5 8.5 9.5 12.0 13.5 17.0 25.0
13 16 19 22 25 28 32 35 38 45
16 19 22 25 28 32 35 38 42 50
34 40 47 53 60 67 74 80 84 104
22 27 31 36 43 47 51 57 60 74
43 51 59 73 85 90 94 115 127 149
0.4 0.7 1.1 1.5 2.6 3.3 4.7 6.2 7.6 12.8
51 64 76 83 95 108 115 133 146 178
32 43 51 58 68 75 83 95 99 126
0.4 0.8 1.3 1.9 2.8 3.8 5.3 7.0 8.8 15.0
Chains t
Ød b2
Chain 4 x d
b1
Chain 5 x d
Ød [mm]
t [mm]
b1 [mm]
b2 [mm]
Weight [kg / m]
t [mm]
14 16 18 20 22 25 28 30 32 35 38 40 45 50
56 64 72 80 88 100 112 120 128 140 152 160 180 200
20 22 25 28 31 35 39 42 45 49 53 56 63 70
48 54 61 68 75 85 95 102 109 119 129 136 153 170
3.8 5.0 6.3 7.8 9.4 12.1 15.2 17.4 19.8 23.8 28.0 31.0 39.3 48.5
70 80 90 100 110 125 140 150 160 175 190 200 225 250
b1 [mm]
21 24 27 30 33 38 42 45 48 53 57 60 68 ØA 75 D1
b2 [mm]
Weight [kg / m]
49 56 63 70 77 88 98 105 112 123 133 140 158 175
3.7 4.8 6.0 7.5 9.0 11.6 14.6 16.7 19.0 22.8 26.9 29.8 37.7 46.5
K2
K3
MBL [kN]
MBL [kN]
124 160 209 264 304 393 492 566 644 770 900 1010F2 1275 ØA 1570
154 202 262 330 380 491 616 706 804 964 1130 1260 1590 1960
D2
Accessories and Fixings
79
special Products FenderTeam and partners are able to offer customized products for rubber, steel and other materials for fender application and related areas. On the following pages you will find some examples of customized fender solutions. Please contact us for further details.
Fenderracks for Ship to ship operation
80
Special Products
special products
Ball Fender
Special Products
81
Cushion-roller
Rubber cushion (Rubber / Steel)
Frame (Steel) Cushion wheel (Rubber / Fiber cloth / steel)
Type
B [mm]
D [mm]
H1 [mm]
H2 [mm]
H3 [mm]
T [mm]
H [mm]
Design / Load [kn]
Anchor / Bolts
Weight [kg]
CR 10
450
370
185
215
130
12
542
100
M20
130
CR 15
460
370
185
215
130
12
542
150
M20
150
CR 20
530
370
185
215
130
16
546
200
M24
200
Shear Fender
82
Type
ØA [mm]
B [mm]
C [mm]
D [mm]
E [mm]
F [mm]
G [mm]
J [mm]
H [mm]
Bolts
SF 400-180 SF 500-260
400 500
180 260
525 710
525 550
405 440
405 430
– 80
136 190
22 35
M24 M30
10.0 25.5
147 250
SF 500-275
500
275
610
610
510
510
–
231
32
M24
24.9
216
Special Products
Energy Reaction [kNm] [kN]
special products PU-PILE FENDER
We offer a range of special PU-Pile Fender. Please contact us for details.
W
H
Fender bar W
H
E
F
Anchors
Weight kg / m
150
150
250
500
M24
38
150
200
250
500
M24
43
FB 20-20
200
200
250
500
M30
65
FB 20-25
200
250
250
500
M30
77
FB 20-30
200
300
250
500
M30
88
W
FB 15-15 FB 15-20
W
Type
Special Products
83
BOLLARDS
For historical reasons, bollards vary significantly between ports and countries, especially in Europe regarding the following parameters: Shape, Material quality, Anchoring system D
Corrosion protection, Safety factors and design methods
F
T-head G
Stag horn
H
We offer a wide range of bollard types, i.e.
Kidney Canon
T
T
Pipe
E
Break-off
We offer bollards in different material grades made from the following materials: Grey cast iron Ductile cast iron (spheroidal graphite) Cast steel
C
Mild steel
84
Bollards
bollards
We offer the following anchor systems: Mild steel anchor rods with end-plates and nut fixing for new concrete Mild steel anchor rods with epoxy grout and nut fixing for existing concrete Cast-in anchor systems with break-off bolts We offer the following corrosion protection systems: Primered only Painted with primer, 2-component epoxy layer and top coat Galvanized Galvanized and painted (Duplex) We offer customized bollard solutions, especially for welded bollards for which we use FEM-Analysis in order to simulate the various load cases. Kindly contact us for special designs.
Bollards
85
T-Head
86
Stag-Horn
Name
Capacity
Anchor size
Anchor qty.
Name
Capacity
Anchor size
Anchor qty.
FT - 10
10 Tons
M24
4
FSH - 10
10 Tons
M24
4
FT - 15
15 Tons
M24
4
FSH - 15
15 Tons
M24
4
FT - 20
20 Tons
M24
5
FSH - 20
20 Tons
M24
5
FT - 30
30 Tons
M30
5
FSH - 30
30 Tons
M30
5
FT - 50
50 Tons
M36
5
FSH - 50
50 Tons
M36
5
FT - 75
75 Tons
M42
6
FSH - 75
75 Tons
M42
6
FT - 100
100 Tons
M42
7
FSH - 100
100 Tons
M42
7
FT - 125
125 Tons
M48
7
FSH - 125
125 Tons
M48
7
FT - 150
150 Tons
M48
7
FSH - 150
150 Tons
M48
7
FT - 200
200 Tons
M56
8
FSH - 200
200 Tons
M56
8
FT - 250
250 Tons
M56
8
FT - 300
300 Tons
M64
8
Bollards
higher capacity upon request
bollards
Bollards
87
RUBBER PROPERTIES FenderTeam rubber fender components are manufactured from the highest quality Natural Rubber (NR), optionally Styrene Butadiens SBR based compounds which meet or exceed the performance requirements of European Union specification EAU-E 62 “Acceptance Requirements for Fender Elastomers”. Typical specifications are listed in the table below. In addition to NR and SBR, other rubber compounds like Butyl, EPDM and Polyurethane are available on request for specialized applications. Please consult FenderTeam for further details. Property
Testing Standard
Condition
Tensile Strength
ASTM D412 Die C; AS 1180.2; BS 903.A2; ISO 37; JIS K6251 Item 3, Dumbel 3
Original Aged for 96 hours at 70ºC
16.0 MPa (min) 12,8 MPa (min)
DIN 53504
Original Aged for 168 hours at 70ºC
15.0 N / mm2 (min) 12.75 N / mm2 (min)
Original Aged for 96 hours at 70ºC
400 % (min) 320 % (min)
Original Aged for 168 hours at 70ºC
300 % (min) 280 % (min)
Original Aged for 96 hours at 70ºC
78° (max) Shore A Original Value +6° points increase
Elongation at Break
ASTM D 412 Die C; AS 1180.2; BS 903.A2; ISO 37; JIS K 6251 Item 3; Dumbel 3 DIN 53504
Hardness
ASTM D 2240; AS1683.15.2; BS 903.A6; ISO 815; JIS K 6301 Item 5A Tester DIN 53505
Compression Set
ASTM D 395; AS 1683.13B; BS903. A6; ISO 815; JIS K6262 Item 10 DIN 53517
Tear Resistance
ASTM D624; AS 1683.12; BS903.A3: ISO 34.1; JIS K6301 Item 9; Test Piece A
Original Aged for 168 hours at 70ºC
30 % (max)
Aged for 24 hours at 70°C
40 % (max) 70 kN/m (min)
Die B 80 N/cm (min)
Ozone Resistance
ASTM D1149; AS 1683.24; BS 903.A43; DIN 53509; ISO 143/1
1ppm at 20 % strain at 40° C for 100 hours
Seawater Resistance
DIN 86076; Section 7.7
28 days in artificial seawater at 95° C ±2° C
Bond Strength Steel to Rubber
BS 903.A9 DIN 53516 BS 903.A21
75° (max) Shore A Original Value +5°
Aged for 22 hours at 70°C
DIN 53507
Abrasion
Requirement
Method B 1000 revolutions Method B
No cracking visible by eye Hardness: ±10° (max) Shore A Volume: +10/-5 % (max) 0.5cc (max) 100 mm3 (max) 7 N/mm (min)
The above values are for tests carried out under strict laboratory conditions using specimens taken from batches of unvulcanised rubber compound.
88
Properties
properties
Tolerances All FenderTeam fenders are subject to standard manufacturing and performance tolerances. Smaller tolerances may be agreed if requested for special cases.
Manufacturing Tolerances Moulded fenders
All dimensions Bolt hole spacing
±3 % or ± 2 mm* ±2 mm
Composite fenders
Cross-section Length Drilled hole centres Counterbore depth
±3 % or ±2 mm* ±2 % or ±25 mm* ±4 mm (non-cumulative) ±4 mm (under-head depth)
Block fenders Cube fenders W fenders
Cross-section Length Fixing hole centres Fixing hole diameter
±3 % or ±2 mm* ±3 % or ±20 mm* ±3 mm ±3 mm
Cylindrical fenders
Outside diameter Inside diameter Length
±4 % ±4 % -0 / + 40 mm
Extruded fenders
Cross-section Length Drilled hole centres Counterbore depth
±4 % ±2 % or ±10 mm* ±4 mm (non-cumulative) ±4 mm (under-head depth)
HD-PE sliding fenders **
Cross-section Length Drilled hole centres Counterbore depth
±4 % ±2 % or ±20 mm* ±4 mm (non-cumulative) ±4 mm (under-head depth)
Length and width
±5 mm (cut pads) ±20 mm (uncut sheets) ±0.2mm ±0.3 mm ±0.5 mm ±2.5 mm ±4.0 mm ±6.0 mm ±2 mm (non-cumulative) ±2 mm (under-head depth)
UHMW-PE Plates **
Thickness: 30 mm (planed) 31100 mm 101 mm Thickness: 30mm (unplaned) 31100mm 101mm Drilled hole centres Counterbore depth
Performance Tolerances SPC, CSS, SX, SX-P, SH
Reaction, Energy & Deflection
±10 %
Cylindricals (wrapped)
Reaction, Energy & Deflection
±10 %
Cylindricals (extruded)
Reaction, Energy & Deflection
±20 %
Extruded fenders
Reaction, Energy & Deflection
±20 %
Pneumatic fenders
Reaction, Energy
±10 %
Foam Fenders
Reaction, Energy
±15 %
* Whichever is the greater dimension ** Any HD-PE and UHMW-PE tolerances (length, cross section and machining) are strictly applicable to a material temparature of 20°C.
Properties
89
PERFORMANCE TESTING Testing moulded1 and wrapped cylindrical2 fenders is carried in-house, with the option of third party witnessing, using full size fenders in accordance with the PIANC3 guidelines below. All fender units do have a unique serial number which can be traced back to manufacturing and testing records. Fenders are tested under direct (vertical) compression. Compression speed is 2 8 cm/min. Test temperature is 23° C 5° C4. Reaction force5 is recorded at intervals to at least a deflection at which the permitted6 minimum energy absorption is achieved. Energy absorption5 is determined as the integral of reaction and deflection, calculated using Simpson’s Rule. The result of the first compression cycle is not be recorded. The average performance from the second and third compression cycles is less than the permitted6 maximum reaction and more than the permitted6 minimum energy absorption.7 Sampling is 10 % of fenders (rounded up to a unit).8 If any sample does not satisfy the specificatons, sampling of the remainder is increased to 20 % of fenders (rounded up to a unit), excluding non-compliant units. If any further sample does not satisfy the specifications, 100 % of remaining samples will be tested. Only units which satisfy the specifications shall be passed for shipment. The non-compliant fenders will be rejected. Moulded fenders include SPC, CSS, FE, SX, SX-P and SH fenders. SPC, CSS, SX, SX-P and SH fenders are tested singly, FE fenders are tested in pairs. Excluding tug cylindrical fenders. 3 PIANC – Permanent International Association of Navigation Congress Report for the International Commission for Improving the Design of Fender Systems (Guidelines for the design of Fender systems: 2002, Appendix A). 4 Where ambient temperature is outside of this range, fenders shall be normalised to this temperature range in a conditioning room for an appropriate period (dependent upon fender size) or performance values may be corrected according to temperature correction factor tables. 5 Reaction force (and corresponding calculated energy absorption) shall be the exact recorded value and not corrected or otherwise adjusted for speed correction unless required by the project specifications. 6 Permitted values for reaction and energy are catalogue values and applicable manufacturing tolerances. 7 The deflection at which minimum energy permitted energy absorption is achieved may differ from the nominal “rated” deflection indicated in the catalogue for the relevant fender type. 8 Standard PIANC testing is included within the fender price. Additional testing frequency, third party witnessing and temperature conditioning costs are borne by the purchaser. 9 Pre-compression testing involves a single “run in” cycle up to catalogue rated deflection. Reaction force is not recorded for pre-compression testing. 1
2
In-House performance test standard
90
Fender Height
Pre-Compression9
PIANC Testing
H 1.000 mm
20 – 25 % of units
1.000 mm H 1.300 mm
100 % of units
20 – 30% of units
H 1.300 mm
N/A
100 % of units
Testing
10 % of units
TESting Quality Certificates
ISO 9001:20008 certified supply chain ISO 14001:2004 certified production facility
Type approval certificates according to PIANC 2002 for: SPC Fender CSS Fender FE Fender Cylindrical Fender V-Fender
Testing
91
PROJECT REQUIREMENTS Port Project Designer Contractor
SHip DETAILS
largest VESSEL
SMALLEST VESSEL
Vessel type
Vessel type
Deadweight
(t)
Deadweight
(t)
Displacement
(t)
Displacement
(t)
Length overall (LOA)
(m)
Length overall (LOA)
(m)
Length between perps (LBP)
(m)
Length between perps (LBP)
(m)
Beam (B)
(m)
Beam (B)
(m)
Draft (D)
(m)
Draft (D)
(m)
Freeboard (F)
(m)
Freeboard (F)
(m)
Hull pressure (P)
(t / m ) 2
(t / m2)
Hull pressure (P)
BERTH DETAILS Closed structure
Semi-open structure
Open structure
Structure
tide levels
Length of berth
(m)
Tidal range
(m)
Fender / dolphin spacing
(m)
Highest astronomic tide (HAT)
(m)
Mean high water spring (MHWS)
(m)
Permitted fender reaction
92
Other (please describe)
(kN / m)
Quay level
(m)
Mean sea level (MSL)
(m)
Cope thickness
(m)
Mean low water spring (MLWS)
(m)
Seabed level
(m)
Lowest astronomic tide (LAT)
(m)
Design Information
design
BERTHING MODES Side Berthing Typical values:
0° 15°
100mm / s V 300mm / s 60° 90°
Dolphin berthing Typical values: 0° 10° 100mm / s V 200mm / s 30° 90°
End Berthing Typical values: 0° 10° 200mm / s V 500mm / s 0° 10°
Lock or Dock Entrance Typical values: 0° 10° 100mm / s V 200mm / s 0° 30°
Ship-to-Ship Berthing Typical values: 0° 15° 150mm / s V 500mm / s 60° 90°
Other Berthing Mode
Berthing Approach Approach Conditions a) Easy berthing, sheltered b) Difficult berthing, sheltered c) Easy berthing, exposed d) Good berthing, exposed e) Difficult berthing, exposed
Largest Ship Berthing Speed (m / s) Berthing Angle (deg) Safety Factor on Energy Smallest Ship Berthing Speed
(m / s)
Berthing Angle
(deg)
Safety Factor on Energy
Design Information
93
Car Carriers DWT [t]
MD [t]
LOA [m]
LBP [m]
B [m]
D [m]
F [m]
30,000
450
370
185
215
130
12
25,000
42,000
205
189
32.2
10.9
12.7
20,000
35,500
198
182
32.2
10.0
11.4
15,000
28,500
190
175
32.2
9.0
10.0
Passenger Ships DWT [t]
MD [t]
LOA [m]
LBP [m]
B [m]
D [m]
F [m]
10,000
8,010
142
128
21.6
6.4
5.3
7,000
5,830
125
114
19.8
5.5
4.7
5,000
4,320
112
102
18.2
4.8
4.2
3,000
2,740
93
86
16.0
4.0
3.4
2,000
1,910
81
75
14.4
3.4
2.9
1,000
1,030
64
60
12.1
2.6
2.3
MD [t]
LOA [m]
LBP [m]
B [m]
D [m]
F [m]
FERRIES DWT [t]
35,000
19,000
182
169
27.6
6.5
4.2
30,000
17,000
175
163
26.5
6.3
4.0
25,000
15,000
170
158
25.3
6.1
3.9
20,000
13,000
164
152
24.1
5.9
3.7
15,000
10,500
155
144
22.7
5.6
3.5
LBP [m]
B [m]
D [m]
F [m]
Product and Chemical Tankers DWT [t]
94
Design Information
MD [t]
LOA [m]
50,000
66,000
210
200
32.2
12.6
5.0
40,000
54,000
200
190
30.0
11.8
4.5
30,000
42,000
188
178
28.0
10.8
3.9
20,000
29,000
174
165
24.5
9.8
3.2
10,000
15,000
145
137
19.0
7.8
2.2
5,000
8,000
110
104
15.0
7.0
1.8
3,000
4,900
90
85
13.0
6.0
1.3
design
Gas Carriers DWT [t]
MD [t]
LOA [m]
LBP [m]
B [m]
D [m]
F [m]
100,000
144,000
294
281
45.8
12.3
16.9
70,000
105,000
263
251
41.2
12.3
13.4
50,000
78,000
237
226
37.2
12.3
10.5
30,000
49,700
203
192
32.0
12.3
6.7
20,000
34,800
179
169
28.4
11.0
5.5
15,000
27,000
164
154
26.0
10.1
4.8
10,000
18,900
144
136
23.1
9.0
3.9
7,000
13,800
129
121
20.8
8.1
3.2
5,000
10,200
117
109
18.8
7.4
2.6
3,000
6,530
100
93
16.1
6.4
2.0
2,000
4,560
88
82
14.3
5.7
1.5
1,000
2,480
71
66
11.7
4.6
1.1
ULCC & VLCC Tankers DWT [t]
MD [t]
LOA [m]
LBP [m]
B [m]
D [m]
F [m]
500,000
590,000
415
392
73.0
24.0
14.5
400,000
475,000
380
358
68.0
23.0
13.5
350,000
420,000
365
345
65.5
22.0
12.6
300,000
365,000
350
330
63.0
21.0
11.7
275,000
335,000
340
321
61.0
20.5
11.2
250,000
305,000
330
312
59.0
19.9
10.7
225,000
277,000
320
303
57.0
19.3
10.2
200,000
246,000
310
294
55.0
18.5
9.5
175,000
217,000
300
285
52.5
17.7
8.8
150,000
186,000
285
270
49.5
16.9
8.2
125,000
156,000
270
255
46.5
16.0
7.5
100,000
125,000
250
236
43.0
15.1
6.8
80,000
102,000
235
223
40.0
14.0
6.0
70,000
90,000
225
213
38.0
13.5
5.6
60,000
78,000
217
206
36.0
13.0
5.3
LOA [m]
LBP [m]
B [m]
D [m]
F [m]
Freight Ro-Ro DWT [t]
MD [t]
50,000
87,500
287
273
32.2
12.4
14.8
45,000
81,000
275
261
32.2
12.0
14.2
40,000
72,000
260
247
32.2
11.4
13.4
35,000
63,000
245
233
32.2
10.8
12.6
30,000
54,000
231
219
32.0
10.2
11.7
25,000
45,000
216
205
31.0
9.6
10.9
20,000
36,000
197
187
28.6
9.1
10.2
15,000
27,500
177
168
26.2
8.4
9.2
10,000
18,400
153
145
23.4
7.4
7.8
5,000
9,500
121
115
19.3
6.0
5.8
Design Information
95
General Cargo Ships DWT [t]
MD [t]
LOA [m]
LBP [m]
B [m]
D [m]
F [m]
50,000
69,500
209
199
31.0
12.5
5.0
40,000
54,500
209
199
30.0
12.5
4.5
35,000
48,000
199
189
28.9
12.0
4.3
30,000
41,000
188
179
27.7
11.3
4.1
25,000
34,500
178
169
26.4
10.7
4.0
20,000
28,000
166
158
24.8
10.0
3.8
15,000
21,500
152
145
22.6
9.2
3.5
10,000
14,500
133
127
19.8
8.0
3.2
5,000
7,500
105
100
15.8
6.4
2.7
2,500
4,000
85
80
13.0
5.0
2.3
Cruise Liners DWT [t]
MD [t]
LOA [m]
LBP [m]
B [m]
D [m]
F [m]
160,000
91,200
340
289
39.2
9.1
9.0
135,000
76,950
295
251
38.9
8.4
8.9
100,000
57,000
292
248
33.7
8.1
7.8
80,000
44,000
272
231
35.0
8.0
8.6
70,000
38,000
265
225
32.2
7.8
8.4
60,000
34,000
252
214
32.2
7.6
8.1
50,000
29,000
234
199
32.2
7.1
7.4
40,000
24,000
212
180
32.2
6.5
6.5
30,000
24,000
192
164
32.2
6.3
6.2
25,000
14,250
164
139
22.8
6.6
5.2
10,000
5,700
87
74
14.0
3.3
3.2
Bulk Carriers
96
Design Information
DWT [t]
MD [t]
LOA [m]
LBP [m]
B [m]
D [m]
F [m]
400,000
464,000
375
365
62.5
24.0
9.5
350,000
406,000
362
344
59.0
23.0
9.1
300,000
350,000
350
333
56.0
21.8
8.6
250,000
292,000
335
318
52.5
20.5
8.1
200,000
236,000
315
300
48.5
19.0
7.4
150,000
179,000
290
276
44.0
17.5
6.8
100,000
121,000
255
242
39.0
15.3
5.9
80,000
98,000
240
228
36.5
14.0
5.4
60,000
74,000
220
210
33.5
12.8
4.9
40,000
50,000
195
185
29.0
11.5
4.4
20,000
26,000
160
152
23.5
9.3
3.5
10,000
13,000
130
124
18.0
7.5
2.9
5,000
5,900
85
81
14.6
5.2
2.2
design
Container Ships (Post Panamax) DWT [t]
MD [t]
LOA [m]
LBP [m]
B [m]
D [m]
F [m]
TEU
150,000
190,000
390
370
55.0
16.0
10.4
11,000
120,000
169,200
360
342
44.0
14.8
9.7
9,500
110,000
155,100
338
321
43.9
14.6
9.7
8,400
100,000
141,000
329
313
43.4
14.3
9.5
8,000
90,000
126,900
305
290
42.3
14.2
9.3
6,600
80,000
112,800
295
280
42.0
14.1
9.2
6,300
70,000
100,000
280
266
41.8
13.8
9.2
5,600
65,000
92,000
274
260
41.2
13.5
8.9
5,000
60,000
84,000
268
255
39.8
13.2
8.6
4,600
55,000
76,500
261
248
38.3
12.8
8.1
4,200
Container Ships (Panamax) DWT [t]
MD [t]
LOA [m]
LBP [m]
B [m]
D [m]
F [m]
TEU
60,000
83,000
290
275
32.2
13.2
8.6
4,500
55,000
75,500
278
264
32.2
12.8
8.1
4,100
50,000
68,000
267
253
32.2
12.5
7.8
3,400
45,000
61,000
255
242
32.2
12.2
7.5
3,000
40,000
54,000
237
225
32.2
11.7
6.9
2,700
35,000
47,500
222
211
32.2
11.1
6.3
2,300
30,000
40,500
210
200
30.0
10.7
5.9
1,700
25,000
33,500
195
185
28.5
10.1
5.3
1,500
20,000
27,000
174
165
26.2
9.2
4.4
1,100
15,000
20,000
152
144
23.7
8.5
3.8
900
10,000
13,500
130
124
21.2
7.3
2.7
550
5,000
6,750
98
93
16.2
5.4
3.2
200
Design Information
97
Notes Notes
98
64
www.fenderteam.com
FenderTeam – germany
FenderTeam – France
FenderTeam – Americas
FenderTeam AG
FenderTeam France SAS
FenderTeam Americas Inc.
Tarpen 40, Haus 1 b
94 Av. Albert 1er
44084 Riverside Parkway, Suite 170
22419 Hamburg, Germany
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Tel. + 49 (0) 40 20 90 764 70
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Tel. +1 (571) 281 37 70
Fax + 49 (0) 40 20 90 764 80
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Fax +1 (571) 223 32 67
E-mail:
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E-mail:
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