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PRODUCTS
2 www.fenderteam.com
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Published by FenderTeam GmbH, Barkhausenweg 11, 22339 Hamburg, Germany.
All rights reserved by FenderTeam GmbH. This catalogue shall not be reproduced, copied or distributed without the prior written consent ofFenderTeam GmbH.
DisclaimerWe – FenderTeam GmbH – have made every effort to ensure that technical specifications and product descriptions in this catalogue aretrue 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 beforemanufacturing 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.
Version: TC2.0EDate: 06/2008Title photo: © Regina Greve · www.regina-greve-photography.comVessel photos: © Dieter Kannengießer · www.dragons-schiffsfotos.deArtwork: FenderTeam GmbH & Ingenieurbüro Roßburger, Hamburg
(f.l.t.r.) Stefan Hochstein | Christina Möllmann | Kirsten Lausen | Jan Mursch | Stefanie Kranig | Dominique Polte(January 2008)
Cont
ents
www.fenderteam.com 3
Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
SPC-Fender (Super Circle Fender) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
CSS-Fender (Cell Fender) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
FE-Fender (Element Fender) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
PM-Fender (Parallel-Fender) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
Cylindrical Fender . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
V-Fender . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
Roller- and Wheel-Fender . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
Pneumatic Floating Fender . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32
Foam Filled Floating Fender . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
Donut Fender . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
Tug Fenders and Extruded Fender . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
PE Sliding Plates and Fender . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46
Accessories and Fixings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48
Special Products . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52
Design Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54
Fender frames at Lock Terneuzen, The Netherlands
4 www.fenderteam.com
Intr
oduc
tion
FenderTeam – on the safe sideFenderTeam GmbH is a newly established Company based in Hamburg, Germany. Our name signifies what weare – a dedicated team of experts providing the very best in fendering solutions.Fenders – 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.
Design and EngineeringApplication engineering, detailed design calculations and installation supervision are all available through ourexclusive cooperation with the consulting engineering company, Roßburger. Consultant Roßburger and his teamof engineers have a long track record in the marine construction industry and share premises with FenderTeam.As a team we are true fender specialists with worldwide references.All FenderTeam products are designed, manufactured and tested in accordance with PIANC 2002, EAU 2004, andDIN 18800
Sales and ProductionA modern fender system consists of many different components and materials.These items are purchased world-wide through approved and reputable suppliers. All manufacturing is done strictly in accordance withFenderTeam specifications, drawings and calculations. Furthermore, our partners in the supply chain are contin-uously being urged to enhance and develop their products.
Rubber FendersThe heart of a fender system is the energy absorbing rubber unit. FenderTeam has entered into an exclusivityagreement with the highly-regarded Japanese company, Shibata, for the manufacture of this most importantitem in a fender system.Located in Kobe, Japan, the family-owned company, Shibata Industrial, was founded in 1923 and has producedrubber fenders for more than 50 years.The name Shibata has a global reputation for highest product quality, durability and reliability. In modern facto-ries within and also outside of Japan, Shibata manufactures a complete range of moulded rubber fenders.
Steel Panels and Accessories Steel fender panels are preferably designed as a closed box and have a protective coating applied strictly in accor-dance with ISO EN 12944-C5M. Both the fabrication of the steel fender panel and the application of the coatingsystem are carried out in Germany. Our two standard colours are RAL 2009 orange or RAL 7011 grey. Alternativecoating systems and colours are available on request.The steel fender panels and fixing accessories are manufactured only after detailed calculations have been madeand working drawings prepared.All fabrication work, quality control and related documentationare exclusively performed by qualified and skilled employees.Test certificates associated with welding and materials areavailable to our customers upon request.All the required standard components such as anchors, shack-les, chains and bolts are sourced from specialized wholesalers.
Polyethylene Frontal Pads and Fender Piles(UHMW-PE / HD-PE) Most modern fender systems include UHMW-PE (ultra-highmolecular weight polyethylene) pads to enhance the life of thesteel fender panel coating, minimise wear and reduce frictionforces. The material properties of polyethylene are ideally suit-ed for this applicationAt the lower end of the market, HD-PE (high density polyethy-
www.fenderteam.com 5
Intr
oduc
tion
lene) sliding fenders offer a number of significant advantages compared to wooden beams.PE- fender piles can be supplied either with or without glass fibre rebar or steel rebar. These piles can be used inmany dolphin and pile constructions to replace traditional tropical hardwood.Approved and mostly German-based companies are the suppliers of our polyethylene products. These productsare manufactured strictly to our standards and specifications.
InstallationImportant conditions for a smooth and on-time fender installation on site require all components to be not onlysupplied in correct quality and quantity but also to match each other properly. We check this prior to delivery andprovide our customers with detailed installation instructions.
Sales and Service Being office-based in Hamburg, we coordinate the sales and consultation activities in close cooperation with ourlocal 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
Your FenderTeamJan MurschPartner and Managing DirectorTel. +49 (0)40 20 90 [email protected]
Stefan HochsteinPartner and Managing DirectorTel. +49 (0)40 20 90 [email protected]
Dominique PolteSales ManagerTel. +49 (0)40 20 90 [email protected]
Stefanie KranigSalesTel. +49 (0)40 20 90 [email protected]
Kirsten LausenContract AdministrationTel. +49 (0)40 20 90 [email protected]
Christina MöllmannGeneral AdministrationTel. +49 (0)40 20 90 [email protected]
PartnersOlaf KesselPartner and Dutch representativeVossenakker 5 · NL-6711 CW EdeThe NetherlandsTel: +31 - (0)318 - 613 186Fax: +31 - (0)318 - 611 763 Mobile: +31 - 615 569 899E-Mail: [email protected]
Neeme KasserPartner and Eastern Europe respresentativeKörre 21 · EE-10319 TallinnEstonia Tel: +372 - (0)672 7008Fax: +372 - (0)672 7007 Mobile: +372 - 502 6986E-Mail: [email protected]
Consultant Office
Dipl.-Ing. Peter RoßburgerOwner and Civil Engineering ConsultantTel. +49 (0)40 20 90 764-90Fax +49 (0)40 20 90 764-94E-Mail: [email protected]
Dipl.-Ing. Alfred RogowskiDesign Engineer
Andrea GläserDesign Draftswoman
Ralf ZawalDesign Draftsman
INGENIEURBÜRO R O S S B U R G E R
6 www.fenderteam.com
SPC-
Fend
er
SPC-Fender (Super Circle Fender)The SPC Fender is the result of continuing product development. This fenderdesign is based on the Cone Fender which was introduced to world-widemarkets more than 25 years ago.
This type of fender can be considered as the latest in state-of-the-art mouldedfender products. Its refined geometry and conical shape result in a number ofoutstanding performance characteristics which include:
Exceptionally good energy absorption to reaction force ratio (E:R) Exceptional high energy absorption per weight of fender High shear stability which allows the fender to carry even larger panelweights without using chains Very good inherent resistance against shear force due to its geometry andself-centering characteristicsNo reduction of energy absorption up to 10° compression angleInternal overload stopper
The SPC fender is available in heights between 300 and 1400 mm, each in multiple hardness grades for the most precise fender selection
SPC Fender Dimensions
Fender A Ø B Ø C D E Ø F Ø G Anchors Bolts Weight[mm] [mm] [mm] [mm] [mm] [mm] [mm] [kg]
SPC 300 300 500 262 18-23 38 440 210 4x M20 4x M20 37
SPC 350 350 570 305 20-25 38 510 245 4x M20 4x M20 52
SPC 400 400 650 350 25-30 38 585 280 4x M20 4x M20 82
SPC 500 500 820 435 22-27 40 730 350 4x M24 4x M24 147
SPC 600 600 980 525 23-28 43 875 420 4x M30 4x M30 240
SPC 700 700 1120 615 26-31 45 1020 490 4x M30 4x M30 400
SPC 800 800 1280 700 31-36 72 1165 560 6x M30 6x M30 540
SPC 900 900 1450 785 36-41 72 1313 630 6x M30 6x M30 775
SPC 1000 1000 1600 875 38-43 82 1460 700 6x M36 6x M36 1075
SPC 1150 1150 1850 1010 41-46 92 1550 805 6x M42 6x M42 1660
SPC 1200 1200 1920 1050 46-51 92 1750 840 8x M42 8x M42 1860
SPC 1300 1300 2080 1140 50-55 105 1900 910 8x M48 8x M48 2190
SPC 1400 1400 2240 1230 53-58 105 2050 980 8x M48 8x M48 2860
SPC 1000, Terneuzen, The Netherlands
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SPC-
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Rubber Performance SPC SPC SPC SPC SPC SPC SPC SPC SPC SPC SPC SPC SPCgrade Value 300 350 400 500 600 700 800 900 1000 1150 1200 1300 1400
G 0.9 Energy 8.7 12.5 20.6 40.1 69.3 111 165 234 321 487 554 706 881
Reaction 55.1 80.0 98 153 220 300 392 496 612 810 882 1030 1201
G 1.0 Energy 9.0 13.9 21.3 41.6 71.9 114 171 243 333.0 507 575 732 914
Reaction 57.2 89.0 102 159 229 312 407 515 636 841 916 1070 1247
G 1.1 Energy 9.5 14.4 22.3 43.6 75.3 120 179 254 349 529 601 766 956
Reaction 59.8 91.0 106 166 239 325 425 538 665 879 958 1118 1304
G 1.2 Energy 9.9 14.8 23.3 45.5 78.6 125 187 265 364 552 628 799 998
Reaction 62.4 93.0 111 173 249 340 444 562 694 918 1000 1167 1361
G 1.3 Energy 10.3 15.3 24.3 47.4 81.8 130 194 277 379 575 654 833 1040
Reaction 65.0 96.0 115 180 260 354 462 585 723 956 1042 1216 1418
G 1.4 Energy 10.7 15.7 25.3 49.3 85.1 136 202 288 394 599 680 866 1082
Reaction 67.7 98.0 120 188 270 368 481 609 752 995 1083 1265 1475
G 1.5 Energy 11.1 16.2 26.2 51.2 88.4 141 210 299 410 622 706 900 1123
Reaction 70.3 100.0 125 195 281 382 500 632 781 1033 1125 1314 1532
G 1.6 Energy 11.5 16.7 27.2 53.1 91.7 146 218 310 425 645 733 933 1165
Reaction 72.9 102.0 129 202 291 397 518 656 810 1072 1167 1363 1589
G 1.7 Energy 11.9 17.1 28.2 55.0 95.0 151 226 321 440 668 759 967 1207
Reaction 75.5 104.0 134 209 302 411 537 680 839 1110 1209 1412 1646
G 1.8 Energy 12.3 17.6 29.2 56.9 98.3 156 233 332 455 691 785 1000 1249
Reaction 78.1 107.0 138 217 312 425 555 703 868 1149 1251 1461 1703
G 1.9 Energy 12.7 18.0 30.1 58.8 101.6 162 241 343 471 714 812 1034 1291
Reaction 80.7 109.0 143 224 323 439 574 727 897 1187 1293 1510 1760
G 2.0 Energy 13.1 18.5 31.1 60.7 104.9 167 249 354 486 737 838 1067 1332
Reaction 83.4 111.0 148 231 333 454 593 750 926 1225 1335 1559 1817
G 2.1 Energy 13.6 19.0 32.1 62.6 108.2 172 257 365 501 760 864 1101 1374
Reaction 86.0 114.0 152 238 344 468 611 774 955 1264 1377 1608 1874
G 2.2 Energy 14.0 19.4 33.1 64.5 111.4 177 265 376 516 784 890 1134 1416
Reaction 88.6 117.0 157 246 354 482 630 797 984 1302 1418 1656 1931
G 2.3 Energy 14.4 19.9 34.0 66.4 114.7 183 272 388 531 807 917 1168 1458
Reaction 91.2 120.0 162 253 365 496 648 821 1013 1341 1460 1705 1988
G 2.4 Energy 14.8 20.3 35.0 68.3 118.0 188 280 399 547 830 943 1201 1499
Reaction 93.8 123.0 166 260 375 511 667 844 1043 1379 1502 1754 2045
G 2.5 Energy 15.2 20.8 36.0 70.2 121.3 193 288 410 562 853 969 1234 1541
Reaction 96.4 126.0 171 268 385 525 686 868 1072 1418 1544 1803 2102
G 2.6 Energy 15.6 21.3 36.9 72.1 124.6 198 296 421 577 876 996 1268 1583
Reaction 99.1 129.0 176 275 396 539 704 891 1101 1456 1586 1852 2159
G 2.7 Energy 16.0 21.7 37.9 74.0 127.9 203 304 432 592 899 1022 1301 1625
Reaction 102 132 180 282 406 553 723 915 1130 1495 1628 1901 2216
G 2.8 Energy 16.4 22.2 38.9 75.9 131.2 209 311 443 608 922 1048 1335 1667
Reaction 104 135 185 289 417 568 741 939 1159 1533 1670 1950 2273
G 2.9 Energy 16.8 22.6 39.9 77.8 134.5 214 319 454 623 945 1074 1368 1708
Reaction 107 138 190 297 427 582 760 962 1188 1571 1712 1999 2330
G 3.0 Energy 17.3 23.1 40.8 79.7 137.7 219 327 465 638 969 1101 1402 1750
Reaction 110 141 194 304 438 596 779 986 1217 1610 1753 2048 2387
G 3.1 Energy 17.7 25.4 41.8 81.6 141.0 224 335 476 653 992 1127 1435 1792
Reaction 112 155 199 311 448 610 797 1009 1246 1648 1795 2097 2444
E/R 0.16 0.16 0.21 0.26 0.31 0.36 0.42 0.47 0.52 0.60 0.62 0.68 0.74
SPC 300 350 400 500 600 700 800 900 1000 1150 1200 1300 1400
Energy absorption in kNm, Reaction force in kN at rated deflection of 70%, max. deflection 73%. Performance values are for single units. Standard tolerance of +/- 10%
8 www.fenderteam.com
SPC-
Fend
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GENERIC PERFORMANCE CURVESPC - Fender
0
50
100
150
200
Deflection [%]
Reac
tion
[%]
0
100
200
300
400
Ener
gy [%
]
Reaction Energy Tolerance: +/- 10 %
0 10 20 30 40 50 60 70
50
60
70
80
90
100
110
ENERGY AND REACTION CORRECTION FACTOR
Angle [°]
Fact
or [
%]
Reaction Energy Tolerance: +/- 10 %
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
Intermediate Deflection TableD [%] 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 73
E [%] 0 1 4 8 15 22 31 40 50 59 67 75 82 89 100 104
R [%] 0 19 43 65 76 89 97 100 98 92 84 77 73 77 100 160
Temperature FactorTemperature [°C] -20 -10 0 10 23 30 40 50 60
TF 1.375 1.182 1.083 1.034 1 0.976 0.945 0.918 0.917
Energy & Reaction Correction Factors for vertical or horizontal anglesAngle [0] 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
E [%] 100 103 105 105 103 100 94 89 83 79 74 68 62 58 54 54
R [%] 100 100 100 100 100 100 98 97 94 89 82 76 70 64 64 74
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SPC-
Fend
er
The fender design should allow for:
increased diameter of SPC-Fender during compressionsufficient clearance of front panelminimum edge distance for anchoring
Due to its geometry, the SPC Fender can support afront panel with the same weight as the fender bodyitself. For panel with a higher weight, we recommendthe use of weight support chains.
SPC-CLEARANCES
SPC-WEIGHT SUPPORT CAPACITY
Oiltanking Mosselbanken, The Netherlands
Fender frames at Lock Terneuzen, The Netherlands
10 www.fenderteam.com
CSS-
FEN
DER
CSS-FENDER (Cell Fender)The CSS fender is a well established fender type.This fender has a hollow cylin-drical body with fully rubber-embedded mounting flanges and is designed todeflect in an axial direction.Originally designed to replace cylindrical fenders, these fenders have morethan 30 years track record with only some minor improvements over the years.Cell fenders are very robust and have been used for decades in many portsaround the world.
The CSS-style fender’s well-known and admired characteristics include:
Good energy absorption to reaction force ratio (E:R) compared to most fendersIntegrated and fully-embedded fender flanges make assembly & installa-tion simple Good shear force resistance due to the large diameter of the fender flangesLarge fender footprint with good force distribution which can support rela-tively light panel constructionIn heights between 400 and 3000 mm, each in multiple hardness grades forthe most precise fender selection
CSS-Fender dimensions
Fender A Ø B C Ø D Anchors Bolts Weight[mm] [mm] [mm] [mm] [kg]
CSS 400 400 650 16-20 550 4x M24 4x M24 80
CSS 500 500 650 16-20 550 4x M24 4x M24 110
CSS 600 600 780 20-25 660 4x M27 4x M27 197
CSS 800 800 1050 27-33 900 6x M30 6x M30 432
CSS 1000 1000 1230 32-40 1100 6x M36 6x M36 760
CSS 1150 1150 1440 37-45 1300 6x M42 6x M42 1205
CSS 1250 1250 1600 40-49 1450 6x M42 6x M42 1550
CSS 1450 1450 1820 42-52 1650 6x M48 6x M48 2350
CSS 1600 1600 1960 45-56 1800 8x M48 8x M48 2940
CSS 1700 1700 2100 50-60 1900 8x M56 8x M56 3700
CSS 2000 2000 2200 50-62 2000 8x M64 8x M64 5310
CSS 2250 2250 2550 59-63 2300 10x M64 10x M64 7400
CSS 2500 2500 2950 69-84 2700 10x M64 10x M64 10280
CSS 3000 3000 3350 82-98 3150 12x M72 12x M72 16100
Pasir Gudang, Malaysia
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CSS-
FEN
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Rubber Performance CSS CSS CSS CSS CSS CSS CSS CSS CSS CSS CSS CSS CSS CSSgrade Value 400 500 600 800 1000 1150 1250 1450 1600 1700 2000 2250 2500 3000
G 0.9 Energy 8.8 18 31 75 145 222 284 444 596 714 1165 1659 2544 3795
Reaction 50 83 119 211 331 438 517 694 846 961 1322 16779 2317 3310
G 1.0 Energy 9.8 19 33 79 153 233 299 467 628 751 1226 1746 2826 4217
Reaction 55.9 87 126 223 348 461 544 732 891 1010 1393 1765 2574 3678
G 1.1 Energy 10.4 20 35 82 161 245 314 490 659 789 1287 1832 2976 4452
Reaction 59.4 91 132 234 366 484 571 768 937 1059 1463 1854 2711 3879
G 1.2 Energy 11.0 21 36 86 168 257 329 514 690 827 1348 1918 3026 4688
Reaction 62.9 96 138 245 383 507 598 805 982 1108 1534 1942 2847 4080
G 1.3 Energy 11.6 22 38 90 176 268 343 537 721 864 1408 2005 3275 4923
Reaction 66.5 100 144 256 401 530 626 842 1027 1157 1604 2030 2983 4281
G 1.4 Energy 12.2 23 40 94 184 280 359 560 753 902 1469 2091 3425 5158
Reaction 70.0 105 151 267 418 553 386 878 1073 1206 1675 2118 3120 4482
G 1.5 Energy 12.7 24 41 98 191 291 374 584 785 940 1530 2177 3575 5394
Reaction 73.5 109 157 279 435 576 680 915 1118 1255 1746 2207 3256 4683
G 1.6 Energy 13.3 25 44 104 203 309 396 619 832 997 1622 2309 3724 5629
Reaction 77.1 115 166 295 462 610 720 969 1185 1332 1860 2338 3392 4884
G 1.7 Energy 13.9 27 46 110 214 326 419 654 879 1054 1714 2440 3874 5865
Reaction 80.6 122 176 312 488 645 761 1024 1251 1404 1953 2469 3528 5085
G 1.8 Energy 14.5 28 49 116 226 344 441 689 926 111 1806 2571 4024 6100
Reaction 84.1 128 185 329 514 679 802 1078 1318 1484 2057 2601 3665 5286
G 1.9 Energy 15.1 30 51 122 238 361 464 724 973 1169 1898 2703 4173 6335
Reaction 87.7 135 195 345 540 714 843 1132 1385 1561 2161 2732 3801 5487
G 2.0 Energy 15.7 31 54 128 249 379 486 759 1020 1226 1991 2834 4323 6571
Reaction 91.2 141 204 362 566 748 884 1187 1451 1638 2265 2864 3937 5688
G 2.1 Energy 16.2 32 55 132 257 390 501 782 1051 1263 2052 2922 4452 6761
Reaction 93.8 146 210 373 583 881 911 1224 1495 1687 2334 2952 4056 5856
G 2.2 Energy 16.7 33 57 136 264 402 516 806 1083 1300 2112 3011 4582 6952
Reaction 96.5 150 217 385 601 794 938 1261 1538 1736 2403 3040 4174 6023
G 2.3 Energy 17.2 34 59 140 272 413 531 829 1114 1338 2173 3099 4712 7143
Reaction 99.1 154 223 295 618 817 965 1298 1580 1784 2471 3128 4292 6191
G 2.4 Energy 17.7 35 60 144 280 425 546 852 1145 1375 2234 3187 4841 7334
Reaction 102.0 159 229 407 636 840 993 1336 1624 1834 2540 3275 4410 6358
G 2.5 Energy 18.1 36 62 148 287 436 561 876 1177 1412 2295 3275 4971 7525
Reaction 104.0 163 235 418 653 863 1020 1373 1667 1883 2609 3305 4528 6526
G 2.6 Energy 18.6 37 64 151 295 448 575 899 1206 1448 2554 3358 5101 7716
Reaction 107.0 167 241 428 670 885 1045 1408 1710 1932 2675 3389 4647 6693
G 2.7 Energy 19.1 38 65 155 302 459 590 922 1236 1482 2413 3440 5230 7906
Reaction 110.0 171 247 439 686 907 1071 1444 1753 1980 2742 3474 4765 6860
G 2.8 Energy 19.6 39 67 158 309 470 604 945 1265 1518 2471 3523 5360 8097
Reaction 112.0 176 253 450 703 920 1096 1479 1797 2030 2809 3558 4883 7028
G 2.9 Energy 20.1 40 68 162 316 481 618 9678 1295 1553 2530 3604 5490 8288
Reaction 115.0 180 259 460 719 942 1122 1514 1840 2079 2875 3642 5001 7195
G 3.0 Energy 20.6 41 70 166 324 492 633 991 1324 1589 2589 3687 5619 8479
Reaction 118.0 184 265 471 736 973 1147 1550 1883 2128 2942 3727 5119 7363
G 3.1 Energy 22.7 42 72 169 331 504 647 991 1553 1624 2648 3770 6181 9327
Reaction 129.0 189 271 481 752 995 1173 1014 1926 2177 3009 38118 5631 8099
E/R 0.17 0.22 0.3 0.35 0.44 0.51 0.55 0.64 0.70 0.75 0.88 0.99 1.10 1.15
CSS 400 500 600 800 1000 1150 1250 1450 1600 1700 2000 2250 2500 3000
Energy absorption in kNm, Reaction force in kN at rated deflection of 52,5%, max. deflection 55%. Performance values are for single units. Standard tolerance of +/- 10%
12 www.fenderteam.com
CSS-
FEN
DER
Intermediate Deflection TableD [%] 0 5 10 15 20 25 30 35 40 45 50 55
E [%] 0 2 8 16 26 38 50 60 70 85 100 105
R [%] 0 35 60 80 95 100 98 96 95 97 100 115
Energy & Reaction Correction Factors for vertical or horizontal anglesAngle [0] 0 2 4 6 8 10 12 14 16 18 20
E [%] 100 99 97 93 91 88 85 82 77 71 65
R[%] 100 100 98 97 96 95 94 93 92 91 90
GENERIC PERFORMANCE CURVECSS - Fender
0
50
100
150
0
100
200
300
Deflection [%]
Reac
tion
[%]
Ener
gy [%
]
Reaction Energy Tolerance: +/- 10 %
0 10 20 30 40 50
50
60
70
80
90
100
110ENERGY AND REACTION CORRECTION FACTOR
Angle [°]
Fact
or [%
]
Reaction Energy Tolerance: +/- 10 %
2 4 6 8 10 12 14 16 18 20
www.fenderteam.com 13
CSS-
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DER
CSS (H) Edge (A) Centres (B)400 175 700
500 185 700
630 210 880
800 230 1120
1000 255 1500
1150 290 1730
1250 290 1870
1450 350 2180
1600 350 2400
1700 375 2550
2000 430 2880
2250 430 3360
2500 430 3730
3000 510 4500
CSS-CLEARANCES CSS-WEIGHT SUPPORT CAPACITY
The fender design should allow for:
increased diameter of CSS-Fender during compressionsufficient clearance for front panelminimum edge distance for anchoring
The following table is providing a guideline:
The CSS-Fender can support a significant amount ofweight.
As a rule of thumb, we recommend to add weightsupport chains if the panel weight exceeds theweight of the rubber body.
Salalah, Oman
14 www.fenderteam.com
FE-F
ende
r
FE-Fender (Element Fender)Element fenders are fully moulded rubber legs with embedded mountingplates. In principle they are based on V-fenders but separated legs increasefender layout flexibility when installed behind steel panels or where mountingspace 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 footprintVertically and horizontally mounted elements may be combined in onesystem
The FE fender element is available in heights between 250 and 1600 mm, instandard lengths ranging from 500 to 2000 mm each in multiple hardnessgrades for the most precise fender selection.
Also available in different bolt-layouts and with different geometry to replace element fenders of other manufactures.
FE-Fender dimensions
Fender L A B C D E F G H J Anchors/ weight[mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] 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 20 112 250 500 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 1250 1000 1250 792 401 388 202 36 199 250 500 M48 639
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
Ventspils, Latvia
www.fenderteam.com 15
FE-F
ende
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Rubber Performance FE FE FE FE FE FE FE FE FE FE FE FE FE FEgrade Value 250 300 400 500 550 600 700 750 800 900 1000 1250 1450 1600
G 0.9 Energy 8.7 13 22 35 43 50 68 78 90 114 141 189 336 363
Reaction 79 102 122 151 167 182 212 229 213 275 306 328 503 456
G 1.0 Energy 9.0 13 23 36 44 52 70 81 93 118 146 197 343 374
Reaction 82 106 126 157 173 188 219 238 220 285 317 342 515 467
G 1.1 Energy 9.3 13 24 37 46 54 73 84 96 122 151 206 351 385
Reaction 86 109 131 162 179 195 227 246 228 295 328 357 526 477
G 1.2 Energy 9.6 14 25 39 47 56 75 87 99 126 156 214 359 396
Reaction 89 112 135 168 185 202 235 254 235 305 338 371 538 488
G 1.3 Energy 9.9 14 25 40 49 58 78 89 103 130 161 222 367 408
Reaction 93 115 140 173 192 209 243 262 243 314 349 386 550 499
G 1.4 Energy 10 15 26 41 50 59 80 92 106 134 166 231 374 419
Reaction 96 119 144 179 198 215 251 270 251 324 360 400 561 509
G 1.5 Energy 11 15 27 43 52 61 83 95 109 138 171 239 382 430
Reaction 100 122 148 185 204 222 259 279 258 334 371 415 573 520
G 1.6 Energy 11 15 28 44 53 63 85 98 112 142 176 248 390 441
Reaction 103 125 153 190 210 229 266 287 266 344 382 429 585 530
G 1.7 Energy 11 16 29 45 55 65 88 101 115 146 181 256 398 452
Reaction 107 129 157 196 216 235 274 295 273 354 393 444 596 541
G 1.8 Energy 11 16 29 46 56 67 90 103 119 150 186 264 406 464
Reaction 110 132 162 202 222 242 282 303 281 363 403 458 608 551
G 1.9 Energy 12 17 30 48 58 69 93 106 122 154 191 273 413 475
Reaction 113 135 166 207 228 249 290 311 289 373 414 473 620 562
G 2.0 Energy 12 17 31 49 60 71 95 109 125 159 196 281 421 486
Reaction 117 138 170 213 234 255 298 320 296 383 425 487 631 573
G 2.1 Energy 12 17 32 50 61 72 98 112 128 163 201 289 429 497
Reaction 120 142 175 219 240 262 306 328 304 393 436 502 643 583
G 2.2 Energy 13 18 33 52 63 74 100 115 131 167 206 298 437 508
Reaction 124 145 179 224 246 269 313 336 311 402 447 517 654 594
G 2.3 Energy 13 18 33 53 64 76 103 117 135 171 211 306 444 520
Reaction 127 148 184 230 253 276 321 344 319 412 458 531 666 604
G 2.4 Energy 13 19 34 54 66 78 105 120 138 175 216 315 452 531
Reaction 131 151 188 236 259 282 329 352 327 422 469 546 678 615
G 2.5 Energy 14 19 35 56 67 80 108 123 141 179 221 323 460 542
Reaction 134 155 192 241 265 289 337 361 334 432 479 560 689 625
G 2.6 Energy 15 19 36 57 69 82 110 126 144 183 226 331 468 553
Reaction 138 158 197 247 271 296 345 369 342 442 490 575 701 636
G 2.7 Energy 14 20 37 58 70 83 113 129 147 187 231 340 475 564
Reaction 141 161 201 253 277 302 353 377 349 451 501 589 713 646
G 2.8 Energy 14 21 37 59 72 85 115 131 151 191 236 348 483 576
Reaction 145 172 205 258 283 309 361 385 357 461 512 604 724 657
G 2.9 Energy 15 22 38 61 73 87 118 134 154 195 241 356 491 587
Reaction 148 176 210 264 289 316 368 394 365 471 523 618 736 668
G 3.0 Energy 15 22 39 62 75 89 120 137 157 199 246 365 499 598
Reaction 148 179 214 270 295 322 376 402 372 481 534 633 748 678
G 3.1 Energy 15 22 40 63 77 91 123 140 160 203 251 373 507 609
Reaction 152 182 219 275 301 329 384 410 380 490 544 647 759 689
E/R 0.10 0.12 0.18 0.23 0.25 0.28 0.32 0.34 0.37 0.41 0.46 0.57 0.67 0.74
FE 250 300 400 500 550 600 700 750 800 900 1000 1250 1450 1600
Energy absorption in kNm, Reaction force in kN at rated deflection of 57,5%, max. deflection 62,5%. Performance values are for single units of 1000 mm length.Standard tolerance of +/- 10%
16 www.fenderteam.com
FE-F
ende
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Intermediate DeflectionsDi [%] 0 5 10 15 20 30 35 40 45 50 55 57.5 62.5
Ei [%] 0 2 7 14 24 41 56 66 76 85 95 100 113
Ri [%] 0 31 58 78 92 100 96 90 85 84 92 100 130
Energy & Reaction Correction Factors for vertical or horizontal anglesAngle [0] 0 2 4 6 8 10 12 14 16 18 20
E [%] 0 96 92 89 86 83 77 72 68 62 56
R [%] 0 96 92 89 86 83 77 72 68 62 56
00 10 20 30 40 50 60
20
40
60
80
100
120
0
50
100
150
200
GENERIC PERFORMANCE CURVEFE - Fender
Deflection[%]
Reac
tion[
%]
Ener
gy[%
]
Reaction Energy Tolerance: +/- 10 %
ENERGY AND REACTION CORRECTION FACTOR
502 4 6 8 10 12
60
70
80
90
100
110
Angle [°]
Fact
or [%
]
Reaction Energy Tolerance: +/- 10 %
(For ratio G/H = 1 as per sketch below)
www.fenderteam.com 17
FE-F
ende
r
FE-ELEMENT SPACING FE-WEIGHT SUPPORT CAPACITY
The fender design should allow for:
increased width of fender during compressionsufficient clearance of front panelminimum edge distance for anchoring
The weight support capacity of the FE-Fender is dependingon the orientation of the elements versus the static weight.
The following table provides a guideline to calculate theweight support capacity.
maximum panel weight without support chains:
FH = n x H x L x 0.8
FV = n x H x L x 1.2
n = the number of elements
Klaipeda, LithuaniaKlaipeda, Lithuania
18 www.fenderteam.com
PM-F
ende
r
PM-Fender (Parallelfender)The PM-Fender is an individually designed complete fender system. A turninglever-arm mounted between the structure and the panel restrains the panelmovement during the entire fender compression, allowing it to move only par-allel to its mounting irrespective of the impact level and angle.The advantagesare obvious:
The system provides equal energy absorption capacity at any impact levelNo second contact point between the ship and the fender system can occur Reaction forces are much lower compared to conventional fender systems Lower reaction forces result in lower hull pressures and lighter structureswhich can lead to substantial savings in the complete project.
This fender is uniquely designed for each project. FenderTeam would bepleased to receive your design input allowing us to select the correct type, sizeand overall layout for the PM-fender.
www.fenderteam.com 19
PM-F
ende
r
SIDE VIEWFRONT VIEW
DOUBLE PM-FENDER
SINGLE PM-FENDER
1 SPC-Rubber fender unit2 Closed box steel panel3 Torsion tube4 Torsion tube arm5 Upper and lower bracket with hinges6 UHMW-PE plates
Petronas, East Malaysia
20 www.fenderteam.com
Cylin
dric
al F
ende
rs
Cylindrical FendersCylindrical fenders were the first fender type to be produced with a definedperformance. Adequate installation is simply achieved by using chains, bars,ropes or specially designed brackets.
Their proportional increase of reaction force and energy absorption all the wayto the rated deflection is an advantage resulting in softer berthing. Others are:
Very robust and simple fender typeEasy to install allowing multiple usage at different berths Outside diameter up to 2700 mm and inside diameter ranging from only 50to 1300 mmVariable in length up to 20 m, limited mainly by handling and transport
Special dimensions and features such as pre-bend or jointing can be requested.
0
50
100
0
50
100
150
200
GENERIC PERFORMANCE CURVECylindrical - Fender
Deflection [in % of inner diameter]
Reac
tion
[%]
Ener
gy [%
]
Reaction Energy Tolerance: +/- 10 %
0 20 40 60 80 100
Genova, Italy
www.fenderteam.com 21
Cylin
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al F
ende
rs
OD x ID E R P Weight[mm] [kNm/m] [kN/m] [kN/m2] [kg/m]
extruded fenders100 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
400 x 200 13.1 22 547 116
450 x 225 16.6 194 549 147
500 x 250 28.0 275 700 181
wrapped fenders600 x 300 40 330 700 255
700 x 400 52 325 517 315
750 x 400 61 380 605 385
800 x 400 72 440 700 453
875 x 500 81 406 517 490
925 x 500 93 461 587 575
1000 x 500 112 550 700 707
1050 x 600 117 487 517 700
1100 x 600 131 541 574 800
1200 x 600 162 660 700 1018
1200 x 700 151 542 493 900
1300 x 700 184 650 591 1122
1400 x 700 220 770 700 1386
1400 x 750 214 705 598 1320
1400 x 800 208 649 516 1245
1500 x 750 253 825 700 1591
1500 x 800 246 760 605 1520
1600 x 800 288 880 700 1810
1600 x 900 273 757 535 1650
1650 x 900 295 812 574 1805
1750 x 900 340 929 657 2124
1750 x 1000 325 811 516 1945
1800 x 900 364 990 900 2290
1850 x 1000 372 921 586 2280
2000 x 1200 415 871 700 2414
2100 x 1200 467 974 517 2800
2200 x 1200 524 1083 575 3200
2400 x 1200 647 1321 700 4073
2700 x 1300 818 1486 605 5154
Performance data per 1000 mm length and based on deflection offender equal to the ID Tolerance +/- 10%
Black standard fender, Factory Malaysia White, non-marking fender, Malaysia
22 www.fenderteam.com
V-Fe
nder
s
V-FendersThe V-fender is the most commonly used moulded fender type and is availablein 2 different cross sections, SX (SX-P) and SH. The main difference is the widthof the front face and resulting surface load.Each type can be equipped with an additional embedded steel plate in thefender head. This allows the installation of a low friction PE-rubbing plate, asteel fender panel or the mounting of the fender unit behind a pile construc-tion.
V-Fenders:Are very robust, durable and require low maintenance Provide high shear resistance in the longitudinal direction Are suitable for piers where many different types of ships are likely to berth Can be installed both vertically and horizontally
The V-fender is available in standard heights from 250 to 1000 mm and stan-dard length ranging from 1000 to 3000 mm, each in multiple hardness gradesfor most precise selection.
SX-Fender dimensions
Fender A B C D E F K Anchorssize [mm] [mm] [mm] [mm] [mm] [mm] [mm]
SX 250 250 500 200 18 178 400 8 M24
SX 300 300 600 240 23 213 480 9 M30
SX 400 400 800 320 27 285 640 12 M36
SX 500 500 1000 400 29 358 800 15 M36
SX 600 600 1200 480 34 425 960 18 M42
SX 800 800 1500 640 38 520 1300 24 M48
SX 1000 1000 1800 800 47 610 1550 30 M48
Pasir Gudang, Malaysia
www.fenderteam.com 23
V-Fe
nder
s
0
50
100
150
200
0
50
100
150
200
250
300
GENERIC PERFORMANCE CURVESX - Fender
Deflection [%]
Reac
tion
[%]
Ener
gy [%
]
Reaction Energy Tolerance: +/- 10 %
0 10 20 30 40 50
Size L H G J Anchors Weight[mm] [mm] [mm] [mm] [kg]
SX 250 1000 112.5 1 x 900 1125 4 851500 112.5 2 x 700 1625 6 1232000 117.5 3 x 630 2115 8 1622500 112.5 3 x 800 2625 8 2003000 112.5 4 x 725 3125 10 2393500 112.5 5 x 680 3625 12 277
SX 300 1000 125 1 x 900 1150 4 1291500 125 2 x 700 1650 6 1872000 130 3 x 630 2150 8 2442500 125 3 x 800 2650 8 3023000 125 4 x 725 3150 10 3593500 125 5 x 680 3650 12 417
SX 400 1000 150 1 x 900 1200 4 2401500 150 2 x 700 1700 6 3422000 155 3 x 630 2200 8 4452500 150 3 x 800 2700 8 5483000 150 4 x 725 3200 10 6513500 150 5 x 680 3700 12 754
SX 500 1000 175 1 x 900 1250 4 3581500 175 2 x 700 1750 6 5062000 180 3 x 630 2250 8 6542500 175 3 x 800 2750 8 8023000 175 4 x 725 3250 10 9513500 175 5 x 680 3750 12 1099
SX 600 1000 200 1 x 900 1300 4 5251500 200 2 x 700 1800 6 7342000 205 3 x 630 2300 8 9442500 200 3 x 800 2800 8 11533000 200 4 x 725 3300 10 1363
SX 800 1000 250 1 x 900 1400 4 8901500 250 2 x 700 1900 6 12272000 255 3 x 630 2400 8 15632500 250 3 x 800 2900 8 19003000 250 4 x 725 3400 10 2237
SX 1000 1000 300 1 x 900 1500 4 13971500 300 2 x 700 2000 6 19022000 305 3 x 630 2500 8 24062500 300 3 x 800 3000 8 29103000 300 4 x 725 3500 10 3414
24 www.fenderteam.com
V-Fe
nder
sSX-P-Fender dimensions
Fender A B C D E F K Anchors Boltssize [mm] [mm] [mm] [mm] [mm] [mm] [mm]
SX-P 250 250 500 200 18 178 400 40 M 24 M 16
SX-P 300 300 600 240 23 213 480 40 M 30 M 20
SX-P 400 400 800 320 27 285 640 40 M 36 M 20
SX-P 500 500 1000 400 29 358 800 50 M 36 M 24
SX-P 600 600 1200 480 34 425 960 50 M 42 M 24
SX-P 800 800 1500 640 38 520 1300 60 M 48 M 30
SX-P 1000 1000 1800 800 47 610 1550 80 M 48 M 30
Waterland Terminal Extension, Amsterdam, The Netherlands
www.fenderteam.com 25
V-Fe
nder
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0
50
100
150
200
0
50
100
150
200
250
300
GENERIC PERFORMANCE CURVESX-P - Fender
Deflection [%]
Reac
tion
[%]
Ener
gy [%
]
Reaction Energy Tolerance: +/- 10 %
0 10 20 30 40 50
Size L H G J Anchors Weight[mm] [mm] [mm] [mm] [kg]
SX-P 250 1000 112.5 1 x 900 1125 4 1021500 112.5 2 x 700 1625 6 1482000 117.5 3 x 630 2115 8 1942500 112.5 3 x 800 2625 8 2403000 112.5 4 x 725 3125 10 2873500 112.5 5 x 680 3625 12 332
SX-P 300 1000 125 1 x 900 1150 4 1551500 125 2 x 700 1650 6 2242000 130 3 x 630 2150 8 2932500 125 3 x 800 2650 8 3623000 125 4 x 725 3150 10 4313500 125 5 x 680 3650 12 500
SX-P 400 1000 150 1 x 900 1200 4 2881500 150 2 x 700 1700 6 4102000 155 3 x 630 2200 8 5342500 150 3 x 800 2700 8 6583000 150 4 x 725 3200 10 7813500 150 5 x 680 3700 12 905
SX-P 500 1000 175 1 x 900 1250 4 4301500 175 2 x 700 1750 6 6072000 180 3 x 630 2250 8 7852500 175 3 x 800 2750 8 9623000 175 4 x 725 3250 10 11413500 175 5 x 680 3750 12 1319
SX-P 600 1000 200 1 x 900 1300 4 6301500 200 2 x 700 1800 6 8812000 205 3 x 630 2300 8 11332500 200 3 x 800 2800 8 13843000 200 4 x 725 3300 10 1636
SX-P 800 1000 250 1 x 900 1400 4 10681500 250 2 x 700 1900 6 14722000 255 3 x 630 2400 8 18762500 250 3 x 800 2900 8 22803000 250 4 x 725 3400 10 2684
SX-P 1000 1000 300 1 x 900 1500 4 16761500 300 2 x 700 2000 6 22822000 305 3 x 630 2500 8 28872500 300 3 x 800 3000 8 34923000 300 4 x 725 3500 10 4097
26 www.fenderteam.com
V-Fe
nder
sSH-Fender dimensions
Fender A B C D E F K Anchorssize [mm] [mm] [mm] [mm] [mm] [mm] [mm]
SH 250 250 625 280 18 203 530 8 M 24
SH 300 300 750 340 23 245 640 9 M 30
SH 400 400 1000 450 14 325 850 12 M 30
SH 500 500 1200 560 30 380 1040 15 M 36
SH 600 600 1400 675 35 438 1230 18 M 42
SH 800 800 1800 900 40 550 1600 24 M 48
SH 1000 1000 2200 1125 40 663 2000 30 M 48
SH-Fender 800 x 4000 for Zeebrugge, Belgium
www.fenderteam.com 27
V-Fe
nder
s
0
50
100
150
200
0
50
100
150
200
250
300
GENERIC PERFORMANCE CURVESH - Fender
Deflection [%]
Reac
tion
[%]
Ener
gy [%
]
Reaction Energy Tolerance: +/- 10 %
0 10 20 30 40 50
Size L H G J Anchors Weight[mm] [mm] [mm] [mm] [kg]
SH 250 1000 120 1 x 840 1080 4 981500 120 2 x 670 1580 6 1442000 120 2 x 920 2080 6 1902500 120 2 x 1170 2580 6 2373000 115 3 x 950 3080 8 2833500 115 3 x 1100 3530 8 329
SH 300 1000 130 1 x 830 1090 4 1501500 125 2 x 670 1590 6 2202000 130 2 x 915 2090 6 2902500 125 2 x 1170 2590 6 3603000 135 3 x 940 3090 8 4313500 130 3 x 1110 3590 8 501
SH 400 1000 140 1 x 840 1120 4 2471500 140 2 x 670 1620 6 3612000 140 2 x 920 2120 6 4752500 140 2 x 1170 2620 6 5893000 135 3 x 950 3120 8 7033500 145 3 x 1110 3620 8 816
SH 500 1000 150 1 x 850 1150 4 3891500 150 2 x 675 1650 6 5662000 150 2 x 925 2150 6 7432500 150 2 x 1175 2650 6 9203000 150 3 x 950 3150 8 10973500 160 3 x 1110 3650 8 1274
SH 600 1000 170 1 x 840 1180 4 5521500 170 2 x 670 1680 6 8002000 170 2 x 920 2180 6 10472500 170 2 x 1170 2680 6 12943000 165 3 x 950 3180 8 1542
SH 800 1000 200 1 x 840 1240 4 9541500 200 2 x 670 1740 6 13572000 200 2 x 920 2240 6 17682500 200 2 x 1170 2740 6 21793000 195 3 x 950 3240 8 2590
SH 1000 1000 120 1 x 840 1080 4 14261500 230 2 x 670 1800 6 20302000 230 2 x 920 2300 6 26342500 230 2 x 1170 2800 6 32373000 225 3 x 950 3300 8 3841
28 www.fenderteam.com
V-Fe
nder
sRubber Performance SX, SX-P, SHgrade Value 250 300 400 500 600 800 1000
G 0.9 Energy 14 20 35 54 78 138 217
Reaction 129 155 207 258 311 412 516
G 1.0 Energy 14 21 36 57 82 145 228
Reaction 135 163 217 271 326 433 542
G 1.1 Energy 15 22 38 60 86 152 239
Reaction 142 171 227 284 341 454 568
G 1.2 Energy 16 22 40 62 90 159 250
Reaction 148 171 238 297 357 474 594
G 1.3 Energy 16 23 42 65 94 166 260
Reaction 154 186 248 310 372 495 620
G 1.4 Energy 17 24 43 68 98 173 271
Reaction 161 194 258 323 388 515 645
G 1.5 Energy 18 25 45 70 101 180 282
Reaction 167 202 269 336 403 536 671
G 1.6 Energy 18 26 47 73 105 187 293
Reaction 174 209 279 348 418 557 697
G 1.7 Energy 19 27 49 76 109 194 303
Reaction 180 217 289 361 434 577 723
G 1.8 Energy 20 28 50 79 113 201 314
Reaction 187 225 299 374 449 598 749
G 1.9 Energy 20 29 52 81 117 208 325
Reaction 193 232 310 387 465 618 775
G 2.0 Energy 21 30 54 84 121 215 336
Reaction 200 240 320 400 480 639 801
G 2.1 Energy 22 31 55 87 125 221 346
Reaction 206 248 330 413 495 660 826
G 2.2 Energy 22 32 57 89 129 228 357
Reaction 212 255 341 426 511 680 852
G 2.3 Energy 23 33 59 92 133 235 368
Reaction 219 263 351 439 526 701 878
G 2.4 Energy 24 34 61 95 137 242 379
Reaction 225 271 361 452 542 721 904
G 2.5 Energy 24 35 62 97 140 249 389
Reaction 232 279 372 465 557 742 930
G 2.6 Energy 25 36 64 100 144 256 400
Reaction 238 286 382 477 572 763 956
G 2.7 Energy 26 37 66 103 148 263 411
Reaction 245 294 392 490 588 783 981
G 2.8 Energy 26 38 68 106 152 270 422
Reaction 251 302 402 503 603 804 1007
G 2.9 Energy 27 39 69 108 156 277 432
Reaction 258 309 413 516 619 824 1033
G 3.0 Energy 28 40 71 111 160 284 443
Reaction 264 317 423 529 634 845 1059
G 3.1 Energy 29 40,9 73 114 164 291 454
Reaction 271 325 433 542 649 866 1085
E/R 0,11 0,13 0,17 0,21 0,25 0,34 0,42
SX, SX-P, SH 250 300 400 500 600 800 1000
Energy absorption in kNm, Reaction force in kN at rated deflection of 52,5%.Performance values are for single unit of 1000mm length, Standard tolerance of +/- 10%
www.fenderteam.com 29
V-Fe
nder
s
Port Klang, Malaysia
Hermalle-sur-Huy, Belgium
30 www.fenderteam.com
Rolle
r- a
nd W
heel
fend
ers
Roller- and WheelfendersRoller and Wheel fenders are predominantly installed in the entrance areas oflocks, dry docks and other narrow or exposed passages.
Roller fenders offer only limited energy absorption and are chosen to smoothlyguide passing vessels by means of the rotation of the wheel.Wheel fenders provide a defined energy absorption capacity in addition to guid-ing the vessel.
Combinations of two or more roller or wheel fenders are possible.
Selection of the appropriate type, size and casing is dependant on the specificproject requirements. Despite standard tyre and roller dimensions, each fender isa tailored system. Please contact us for assistance.
Roller Fender dimensions
Type A B C ØD E F[mm] [mm] [mm] [mm] [mm] [mm]
RF 110 x 45 1250 1150 610 1080 800 460
RF 130 x 50 1530 1400 740 1320 950 510
RF 140 x 60 1600 1450 765 1370 1000 610
RF 175 x 70 2050 1850 975 1750 1250 690
RF 200 x 75 2300 2100 1110 1980 1400 765
RF 250 x 100 3000 2700 1425 2550 1800 895
Roller Fender performance
Type Energy Reaction Deflection Pressure[kNm] [kN] [mm] [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
Above mentioned dimensions are indicative and may change during final designprocess.Tolerance +/- 10%
Above mentioned dimensions are indicative and may change during final designprocess.Tolerance +/- 10%
Roller Fender, Japan
www.fenderteam.com 31
Rolle
r- a
nd W
heel
fend
ers
Wheel Fender dimensions
Type A B C ØD E F[mm] [mm] [mm] [mm] [mm] [mm]
WF 110 x 45 1700 1000 1450 1080 900 460
WF 130 x 50 2000 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 900
Wheel Fender performance
Type Energy Reaction Deflection Pressure[kNm] [kN] [mm] [bar]
WF 110 x 45 33 150 400 5.5
WF 130 x 50 61 220 500 3.5
WF 175 x 70 100 315 600 4.8
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 designprocess.Tolerance +/- 10%
Above mentioned dimensions are indicative and may change during final designprocess.Tolerance +/- 10%
Wheel fender, Saudi-Arabia
32 www.fenderteam.com
Pneu
mat
ic fl
oatin
g Fe
nder
s
Pneumatic floating FendersPneumatic floating fenders are an proven alternative to fixed fenders and arepreferably used:
In ports with a large tide differencesFor ship-to-ship lightering operationsFor all Navy vessels due to low hull pressure and the advantage of a propor-tional increase of reaction force and energy absorption
The fenders can easily be deflated which allows simple and cost efficient relo-cation and re-commissioning in other locations.We supply pneumatic floatingfenders in different types, colours and sizes as follows:
3 different inside pressure levels to cover a wide performance rangeStandard colours grey and blackOptional chain/tyre net for heavy duty applicationsDiameters ranging from 300 mm to 4500 mm and length ranging from500 mm to 10500 mmSpecial hydro-pneumatic version for submarines
Pneumatic Fender dimensions
initial pressure 0.5 kg/cm2 0.8 kg/cm2 Weight
Fender sizes Energy Reaction Pressure Energy Reaction Pressure Body Chain net Total[mm] [kNm] [kN] [kN/m2] [kNm] [kN] [kN/m2] [kg] [kg] [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 2070
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
Pireaus, Greece
Tolerance +/- 10%
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Pneu
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CHAIN & TYRES
SLING-TYPE
GENERIC PERFORMANCE CURVEPneumatic - Fender
0
20
40
60
80
100
120
140
0 5 1 0 15 20 25 30 35 40 45 50 55 60 65
Deflection[%]
Reac
tion[
%]
0
40
80
120
160
200
240
280En
ergy
[%]
Reaction Energy Tolerance: +/- 10 %
34 www.fenderteam.com
Foam
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Foam filled floating Fenders – Ocean GuardFoam filled floating fenders are used as alternative solution to both fixed fend-ers and pneumatic fenders. Main applications are:
Heavy duty ship-to-ship lightering operationsAll Navy vessel berths and cruise terminals due to low hull pressure, non-marking fender skin and the advantage of a proportional increase of reac-tion force and energy absorption
The fenders are extremely robust and do not suffer loss of performance evenif damaged. On top repair of smaller damages is relatively simple and can bedone on site. We supply foam filled floating fenders in different types, sizesand colours as follows:
Different foam hardness to cover a wide performance range Optional chain/tyre net for heavy duty applicationsStandard diameters from 700mm to 3300mm and lengths from 1500mm to6500mmIndividual skin colours are available upon request, standard colours are blackand orange
Ocean Guard dimensions & performance values
Capacity Standard Capacity High Capacity Extra High Capacity Super High Capacity
Fender sizes Energy ReactionPressure Energy ReactionPressure Energy ReactionPressure Energy ReactionPressure Weight[mm] [kNm] [kN] [kN/m2] [kNm] [kN] [kN/m2] [kNm] [kN] [kN/m2] [kNm] [kN] [kN/m2] [kg]
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 3059
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 6500 2421 2731 172 3147 3550 224 4600 5189 327 6295 7101 447 5485
Intermediate dimensions and different foam qualities available upon request. Tolerance +/- 15 %
Ship-to-Ship, Persian Gulf
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0
20
40
60
80
100
120
140
0 5 1 0 15 20 25 30 35 40 45 50 55 60 65
Deflection[%]
Reac
tion[
%]
0
40
80
120
160
200
240
280
Ener
gy[%
]
GENERIC PERFORMANCE CURVEOcean Guard - Fender
Reaction Energy Tolerance: +/- 15 %
Ventspils, Latvia
36 www.fenderteam.com
Foam
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Foam filled floating Fenders – Ocean CushionFoam filled floating fenders are used as alternative solution to both fixed fenders and pneumatic fenders. Main applications are:
Heavy duty ship-to-ship lightering operationsAll Navy vessel berths and cruise terminals due to low hull pressure, non-marking fender skin and the advantage of a proportional increase of reac-tion force and energy absorption
The fenders are extremely robust and do not suffer loss of performance evenif damaged. On top repair of smaller damages is relatively simple and can bedone on site. We supply foam filled floating fenders in different types, sizesand colours as follows:
Different foam hardness to cover a wide performance range Optional chain/tyre net for heavy duty applicationsStandard diameters from 1000mm to 4200mm and lengths from 2000mmto 8400mmIndividual skin colours are available upon request, standard colours are blackand orange
Ocean Cushion dimensions & performance values
Capacity Standard Capacity High Capacity Extra High Capacity Super High CapacityFender sizes overall Energy Reaction Pressure Energy Reaction Pressure Energy Reaction Pressure Energy Reaction Pressure Weight
diameter[mm] [kNm] [kN] [kN/m2] [kNm] [kN] [kN/m2] [kNm] [kN] [kN/m2] [kNm] [kN] [kN/m2] [kg]
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 %
Vlissingen, The Netherlands
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0
20
40
60
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100
120
140
0 5 1 0 15 20 25 30 35 40 45 50 55 60 65
Deflection[%]
Reac
tion[
%]
0
40
80
120
160
200
240
280
Ener
gy[%
]
GENERIC PERFORMANCE CURVEOcean Cushion - Fender
Reaction Energy Tolerance: +/- 15 %
Italy Italy
38 www.fenderteam.com
Don
utFe
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Donut FendersThe donut fender is a specific type of the foam filled floating fender. It isdesigned to simply slip over a stationary monopile. Due to its construction, thefender floats up and down with the fluctuating water levels and rotates whenvessels berth and slide along the fender. This makes the donut fender an idealsolution for lock and dry dock entrances, corner protection, turning dolphins,area with large tidal variations or bridge protection or other monopile struc-tures.
Moreover, the donut fender concept combines the following advantages:
High energy absorption with low reaction compared with buckling typerubber fender
Low shear forces due to the freely rotating fender
Self-adjusting to changing water levels due to the freely floating fendersystem
Low installation costs as the donut is simply sliped over a single monopile
Generally maintenance free
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. Please contact usfor further information.
Donut fender dimensions
Capacity Standard Capacity
Donut size D Max. pile dia. Energy Reaction[mm] [mm] [kNm] [kN]
1270 610 7.2 116
1450 710 9.2 131
1520 762 10.5 140
1780 914 14.1 162
1910 995 16.4 175
2030 1067 18.6 186
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 H = 1000 mm. Tolerance +/- 15 %
USA
USA
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Don
utFe
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0
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140
0 5 1 0 15 20 25 30 35 40 45 50 55 60 65
Deflection[%]
Reac
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%]
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40
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120
160
200
240
280
Ener
gy[%
]
GENERIC PERFORMANCE CURVEDonut - Fender
Reaction Energy Tolerance: +/- 15 %
Heat laminated polyethylene foam core layers
Anti-FrictionBearing Pads
Pile
Continuous filamentreinforcement in polyurethane skin
Outer wear surfaceof UV resistantpolyurethane skin
Inner Steel Core
40 www.fenderteam.com
Tug
Fend
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and
Extr
uded
Fen
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Tug Fenders and Extruded FendersFenderTeam is able to offer a complete range of tug fenders commonly used.This includes:
Cylindrical bow and stern gunwale fenders with circumferential grooves forinstallation with chains or nylon strapsW-fenders, M-fenders and Key-hole fenders for protection at the bow andstern of vesselsWing-type fenders, D-Fenders and Rectangular fenders for vessel sides Composite fenders (moulded rubber fender with vulcanized or boltedPE rubbing face) for work boats and special tugs
A complete “ready to install” fender kit including tapered ends, connectingplugs, end plugs, drill holes as well as numbered stern and bow fender sets areavailable.Tug boat fenders, especially D-fenders and rectangular fenders, are also oftenused for other applications or structures.
**
*
Italy
Germany Italy The Netherlands
Tug cylindrical fender dimensions
§A B C D §E §H §J[mm] [mm] [mm] [mm] [mm] [mm] [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 depending on size and type of fixing accessories (chain/nylon strap)
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M-Fender dimensions
Type A B C §D E F §Pin Lmax Weight[mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [kg/m]
M 40 400 200 40 23 50 150 20 2000 56
M 50 500 250 50 27 60 190 24 2000 89
M 60 600 300 60 33 70 230 30 2000 132
M-Fender FixingTolerances +/- 4%
Pin Flat bar Rmin
[mm] [mm] [mm]
§ 20 100 x 15 450
§ 24 125 x 20 550
§ 30 150 x 20 650
W-Fender FixingTolerances +/- 4%
Pin Flat bar Rmin
[mm] [mm] [mm]
§ 25 100 x 20 600
§ 30 120 x 20 800
§ 40 140 x 20 900
§ 40 150 x 20 1000
W-Fender dimensions
Type A B C D K Lmax Weight[mm] [mm] [mm] [mm] [mm] [mm] [kg/m]
W32 320 200 280 100 50 2000 51
W40 400 250 350 110 55 2000 81
W48 480 300 426 135 65 2000 120
W50 500 450 420 90 75 2000 180
M-Fender and W-Fender, both available with profiled or non profiled surface
Germany
42 www.fenderteam.com
Tug
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DD-FENDER
SD-FENDER
DD-FenderA B C D E F G H Flat Bar Anchors Weight
[mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [kg]100 x 100 25.0 30 15 25 10 200~300 90~130 40 x 5 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 50 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 95.0 75 35 80 30 350~450 140~200 140 x 15 M 30 122.1
400 x 400 100 75 35 80 30 350~450 140~200 150 x 15 M 30 128.0
500 x 500 125 90 45 90 40 400~500 160~230 180 x 20 M 36 200.0
SD-Fender
A B C D E F G H Flat Bar Anchors Weight[mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [kg]
100 x 100 25.0 30 15 25 10 200~300 90~130 40 x 5 M 12 9.5
150 x 150 37.5 40 20 30 12 250~350 110~150 50 x 8 M 16 22.1
200 x 200 50.0 50 25 45 15 300~400 130~180 70 x 10 M 20 38.7
250 x 250 62.5 60 30 50 20 350~450 140~200 90 x 12 M 24 59.3
300 x 250 62.5 60 30 50 25 350~450 140~200 100 x 12 M 24 73.0
300 x 300 75.0 75 30 60 25 350~450 140~200 100 x 15 M 24 89.3
400 x 400 100 75 35 80 30 350~450 140~200 150 x 15 M 30 148.5
500 x 500 125 90 45 90 40 400~500 160~230 180 x 20 M 36 232.1
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Tug
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DC-FENDER
SC-FENDER
DC-Fender
A D E F G H Anchors Weight[mm] [mm] [mm] [mm] [mm] [mm] [kg]
100 x 100 15 25 10 200~300 90~130 M 12 9.9
150 x 150 20 30 12 250~350 110~150 M 16 20.0
200 x 200 25 45 15 300~400 130~180 M 20 37.4
250 x 250 30 50 20 350~450 140~200 M 24 57.2
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 90 40 400~500 150~230 M 36 208.0
SC-FenderA D E F G H Anchors Weight
[mm] [mm] [mm] [mm] [mm] [mm] [kg]100 x 100 15 25 10 200~300 90~130 M 12 11,1
150 x 150 20 30 12 250~350 110~150 M 16 22,9
200 x 200 25 45 15 300~400 130~180 M 20 42,6
250 x 250 30 50 20 350~450 140~200 M 24 65,3
300 x 300 30 60 25 350~450 140~200 M 24 92,9
350 x 350 35 70 25 350~450 140~200 M 30 117,6
400 x 400 35 80 30 350~450 140~200 M 30 153,6
44 www.fenderteam.com
Tug
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KEY-HOLE-FENDER
Key-hole fender dimensions
A B C §D §F Lmax Weight§Pin[mm] [mm] [mm] [mm] [mm] [mm] [kg/m] [mm]
200 35 130 28 90 2000 33 25
250 50 150 33 100 2000 54 30
300 60 180 33 115 2000 80 30
350 70 210 33 125 2000 114 30
WING-TYPE-FENDERWing-type fender dimensions
Type A B C §D E Weight[mm] [mm] [mm] [mm] [mm] [kg/m]
WD 180 180 100 25 100 40 x 40 x 6 10.5
WD 215 215 150 30 150 40 x 40 x 6 20.3
WD 245 245 150 30 150 40 x 40 x 6 21.3
WD 280 280 200 40 200 50 x 50 x 8 35.8
WD 320 320 200 40 200 50 x 50 x 8 37.6
WD 370 370 250 50 250 60 x 60 x 8 57.0
WD 410 410 250 50 250 60 x 60 x 8 59.4
Tug Boat Fender
Type L = 1000 mm L = 1500 mm L = 2000 mm L = 2500 mm L = 3000 mm
L1 Bolts Weight L1 Bolts Weight L1 Bolts Weight L1 Bolts Weight L1 Bolts Weight
300H 1350 6xM20 134 1850 8xM20 189 2350 10xM20 244 2850 12xM20 299 3350 14xM20 354
400H 1300 6xM24 276 1800 8xM24 392 2300 10xM24 508 2800 12xM24 624 3300 14xM24 740
500H 1300 6xM24 437 1800 8xM24 622 2300 10xM24 807 2800 12xM24 992 3300 14xM24 1170
600H 1300 4xM48 518 1800 6xM48 744 2300 8xM48 970 2800 10xM48 1196 3300 12xM48 1422
Tug Boat Fender
Type A B C D E[mm] [mm] [mm] [mm] [mm]
300H 300 360 40 200 280
400H 400 500 50 300 410
500H 500 562 50 300 472
600H 600 700 125 420 550
TUG BOAT FENDER
equal steel angle (E)
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KF-A-FENDER
KOMPOSITE FENDERFenderTeam Komposite fenders (KF) are made from rubber with a vulcanized low friction front plate fromUHMW-PE.
KF-B-FENDER
KF-C-FENDER KF-D-FENDER
KF-B-FenderA D E F C G H Anchors Weight
[mm] [mm] [mm] [mm] [mm] [mm] [mm] [kg]100 x 100 15 25 10 20 200~300 90~130 M 12 11.1
150 x 150 20 30 12 20 250~350 110~150 M 16 27.0
200 x 200 25 45 20 25 300~400 130~180 M 20 48.0
250 x 250 30 50 25 30 350~450 140~200 M 24 75.0
300 x 300 30 60 30 30 350~450 140~200 M 24 108.0
KF-A-FenderA B D E F C G H Anchors Weight
[mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [kg]100 x 100 30 15 25 10 20 200~300 90~130 M 12 10.3
150 x 150 65 20 30 12 20 250~350 110~150 M 16 21.5
200 x 200 75 25 45 20 25 300~400 130~180 M 20 40.2
250 x 250 100 30 50 25 30 350~450 140~200 M 24 60.2
300 x 300 125 30 60 30 30 350~450 140~200 M 24 92.1
KF-D-FenderA K D E F C G H Anchors Weight
[mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [kg]80 x 80 60 15 25 6 10 200~300 90~130 M 12 7.0
100 x 100 74 15 25 8 10 200~300 90~130 M 12 11.0
120 x 120 88 20 30 10 12 250~350 110~150 M 16 15.8
150 x 150 110 20 30 12 15 250~350 110~150 M 16 24.8
KF-C-FenderA B K D E F C G H Anchors Weight
[mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [kg]80 x 80 42 60 15 25 6 10 200~300 90~130 M 12 5.4
100 x 100 45 74 15 25 8 10 200~300 90~130 M 12 8.4
120 x 120 62 88 20 30 10 12 250~350 110~150 M 16 12.2
150 x 150 73 110 20 30 12 15 250~350 110~150 M 16 19.7
46 www.fenderteam.com
PE S
lidin
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ates
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Fen
ders
PE Sliding Plates and FendersSliding and wear materials made of polyethylene are used in many applica-tions in the marine environment such as:
Sliding fenders on marine structures, pontoons and shipsFront face for fender panels Replacement of piles and dolphins made of timber
The following material grades are available:
UHMW-PE 1000 FQ, mainly used as low friction and rubbing pad for fenderpanelsHD-PE sliding fenders, predominantly used to replace wooden beamsPlastic piles and beams with both glass fibre or steel rebar embedded toreplace timber piles and lumber
Technical information and details are available on request.
Property Current Norms and Values Obsolete Norms and ValuesNorm Virgin Reclaimed Norm Virgin Reclaimed Unit
Material Material Material MaterialDensity ISO 0.93�0.94 0.94�0.96 DIN 0.93�0.94 0.94�0.96 g/cm3
1183-1 53479
Molecular Weight Viscosimetric �5,000,000 �4,000,000 Viscosimetric �5,000,000 �4,000,000 g/molMethod Method
Friction Coefficient DIN/EN/ISO 0.15�0.20 0.15�0.20 DIN 0.15�0.20 0.15�0.20 –8295 53375
Tensile Strength ISO 527 �17 �17 DIN �17 18�22 N/mm2
53455
Breaking Strength ISO 527 �40 �30 DIN �40 33�35 N/mm2
53455
Break Elongation ISO 527 �50 �50 DIN �350 �350 %53455
Ball Indentation Hardness ISO 38 38�40 DIN 38 38�40 N/mm2
2039-1 53456
Shore Hardness ISO 868 61�63 64�66 DIN 61�63 64�66 Shore D(with V-notch) DIN 53505 53505
Impact Strength DIN/ISO �180 �70 DIN �140 �130 mJ/mm2
11542-2 couloured 53453
Abrasion Sand Slurry Test ISO/DIS 100 130–150 – 100 130�150 –15527
Temperature Range – -80 up to 80 up to – -80 up to -80 up to °C+80 +80 +80 +80
Crystalline Melting Point ISO 3146-C 133 133�136 Polarisation- – – °Cmicroscope
Coefficient of Linear Expansion DIN �2 x 10-4 �1.8 x 10-4 DIN �2.0 x 10-4 �1.8 x 10-4 k-1
53752 52328
PHYSICAL PROPERTIES OF UHMW-PEUHMW-PE is characterised by corrosion resistance, water resistance,as well as high impact strength even with very low temperatures. Thematerial offers a combination of low friction together with high wearresistance. Consequently, UHMW-PE material is most suitable formarine application.
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ates
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PHYSICAL PROPERTIES OF HD-PEHD-PE Properties
Property Test Method Typical Results UnitDensity ISO 1183-1 0.80– 0.90 g/cm2
Molecular Weight Light diffusion method ~ 200,000 g/molDynamic Friction – 0.20 – 0.25 –Yield Strength DIN 53504 10– 15 MpaShore Hardness DIN 53505 48– 50 Shore DAbrasion Index ISO/DIS 15527 (Draft) FQ1000-V = 100 ~ 400 –Operating Temperature – -20 to +70 °CThermal Expansion DIN 53752 2 x 10-4 K-1
48 www.fenderteam.com
Acce
ssor
ies
and
Fixi
ngs
Accessories and FixingsHigh quality accessories and fixings to assemble and install fenders are animportant part of each fender solution.
Supplies include:
Cast-in and resin anchors in different material grades to comply with speci-fications and local corrosion environmentsBolts, nuts and washers in mild steel and in various grades of stainlesssteel Chains, shackles, tensioners and chain anchors
To ensure a trouble free and smooth installation on site, all components arechecked prior to delivery.
TYPICAL CHAIN SYSTEM
TYPICAL BRACKETS
1 D-shackle2 Chain3 Chain tensioner4 Bracket5 Cast-in-anchor for new concrete
cast-in bracket various bolt/weld on brackets
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Acce
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CAST-IN-ANCHOR FOR NEW CONCRETE
CHEMICAL ANCHOR FOR EXISTING CONCRETE
Cast-in anchors for new concrete N-type
Anchor size M 20 M 24 M 30 M 36 M 42 M 48 M 56
A [mm] 214 258 318 328 416 431 436
B [mm] 50 60 70 80 85 100 105
C [mm] 20 25 30 40 45 50 60
D [mm] 30 35 45 55 65 75 85
weight [kg] 0.9 1.5 2.7 4.2 6.9 10.2 14.0
Chemical anchors for existing concrete E-type
Anchor size M 16 M 20 M 24 M 30 M 36 M 42 M 48 M 56
A [mm] 140 170 210 280 330 420 480 560
D [mm] 20 24 28 35 42 50 54 64
E [mm] 13 16 19 24 29 34 38 45
weight [kg] 1.6 2.5 3.6 5.7 8.1 11.1 14.5 19.7
capsules 1xC16 1xC20 1xC24 1xC30 1xC30 2xC30 2xC30 4xC30
1xC20 1xC24
req. B = E+F+G+ca.0.4x Mreq. L = A+BIn all cases required length should be checked by calculation
L > G+F+1.2x ML < G+F+B
Other sizes available upon request
Other sizes available upon request*1 See next Page (50)*2 F= Bracket or Fender Foot thickness
*2
*1
50 www.fenderteam.com
Acce
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Chains
Chain 4xd Chain 5xd K2
§d t b1 b2 weight t b1 b2 weight MBL[mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [kg/m] [kN]
14 56 20 48 3.8 70 21 49 3.7 124
16 64 22 54 5.0 80 24 56 4.8 160
18 72 25 61 6.3 90 27 63 6.0 209
20 80 28 68 7.8 100 30 70 7.5 264
22 88 31 75 9.4 110 33 77 9.0 304
25 100 35 85 12.1 125 38 88 11.6 393
28 112 39 95 15.2 140 42 98 14.6 492
30 120 42 102 17.4 150 45 105 16.7 566
32 128 45 109 19.8 160 48 112 19.0 644
35 140 49 119 23.8 175 53 123 22.8 770
38 152 53 129 28.0 190 57 133 26.9 900
40 160 56 136 31.0 200 60 140 29.8 1010
45 180 63 153 39.3 225 68 158 37.7 1275
50 200 70 170 48.5 250 75 175 46.5 1570
CHAINS
Standard washers acc. DIN 125
Anchor size M 16 M 20 M 24 M 30 M 36 M 42 M 48 M 56
OD [mm] 30 37 44 56 66 78 92 105
ID [mm] 17 21 25 31 37 43 50 58
G [mm] 3 3 4 4 5 7 8 9
Special washer plates for SPC-, CSS-, SX-, SX-P-, SH- Fender
Anchor size M 20 M 24 M 30 M 36 M 42 M 48
L x B [mm] 50x45 75x55 100x65 100x75 150x90 175x100
D [mm] 22 26 32 38 45 52
G [mm] 5 6 6 6 9 9
weight [kg] 0.08 0.15 0.24 0.28 0.48 0.62
WASHERS
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Shackles
D-Type Bow-Type
WLL §A §B §C E D1 weight D2 F2 weight[t] [mm] [mm] [mm] [mm] [mm] [kg] [mm] [mm] [kg]
2.00 13 16 34 22 43 0.4 51 32 0.4
3.25 16 19 40 27 51 0.7 64 43 0.8
4.75 19 22 47 31 59 1.1 76 51 1.3
6.50 22 25 53 36 73 1.5 83 58 1.9
8.50 25 28 60 43 85 2.6 95 68 2.8
9.50 28 32 67 47 90 3.3 108 75 3.8
12.00 32 35 74 51 94 4.7 115 83 5.3
13.50 35 38 80 57 115 6.2 133 95 7.0
17.00 38 42 89 60 127 7.6 146 99 8.8
25.00 45 50 104 74 149 12.8 178 126 15.0
SHACKLES
52 www.fenderteam.com
Spec
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Special ProductsFenderTeam and partners are able to offer customized products for rubber,steel and other materials for fender application and related areas.
Please contact us for further details.
BALL FENDER
Shear FenderType § A B C D E F G J H Bolts Energy Reaction
[mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [kNm] [kN]SF 400-180 400 180 525 525 405 405 136 22 M 24 10.0 147
SF 500-260 500 260 710 550 440 430 80 190 35 M 30 25.5 250
SF 500-275 500 275 610 610 510 510 231 22 M 24 24.9 216
SHEAR FENDER
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Spec
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Pontoon (Cushion) Roller
Type B Ø D H1 H2 H3 T H Anchor/ Design Weight[mm] [mm] [mm] [mm] [mm] [mm] [mm] Bolts Load [kN] [kg]
CR 10 450 370 185 215 130 12 542 M20 100 130CR 15 460 370 185 215 130 12 542 M20 150 150CR 20 530 370 185 215 130 16 546 M24 200 200
CUSHION-ROLLER
PU-Fender dimensions
Type A B C D E L weight[mm] [mm] [mm] [mm] [mm] [mm] [kg]
H100 100 140 80 50 450 1000 9.5
PU-FENDER
FENDER BAR
Fenderbar
Type W H A B Anchors Weight/m
FB 15-15 150 150 250 500 M24 38
FB 15-20 150 200 250 500 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
54 www.fenderteam.com
Des
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Info
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Design InformationThe design process of a fender solution is determined by the following factors. We are following the recommen-dations of PIANC and BS 6349 and the following pages are intended to provide the design process.A detailed design vessel data information for manual is under preparation and will be released by FenderTeamshortly.
ShipsShip design is permanently developing, shapes are changing and vessels – especially container and cruise ships– are getting bigger. A proper fender solution should aim to serve actual vessels as well as those expected to callthe berth in the design lifetime of the system. The below tables are listing a typical range of vessels based onlatest available information.
SHIPS – DEFINITIONSgross registered tonnage (grt)The gross internal volumetric capacity of the vessel measured in unitsof 2.83m3 (100ft3)
Deadweight tonnage (dwt)The total mass of cargo, stores, fuels, crew and reserves with whichthe vessel is laden when submerged to the summer loading line. Notethat this is not an exact measure of the cargo load.
Lightweight tonnage (lwt)The total mass of the ship, excluding cargo, stores, fuels, crew andreserves. Note that lightweight tonnage + deadweight tonnage = dis-placement tonnage.
MD = DisplacementLOA = Length OverallLBP = Length Between PerpendicularsB = BeamD = Laden DraftF = Laden Freeboard
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SHIPS – FEATURES, TYPES AND SIZE
Flare Angles – Container and cruise ships often have large bow or/and stern flares. These flareangles may impose angular loads to the fender which can result in reduced fender energy capacity.Also a larger fender projection may be needed to avoid a contact between the ships hull and thequay face or any on-shore structure like cranes or gangways.
Bulbous bow – Most modern ships have a bulbous bow. Designers have to allow for this featurewhen spacing fender systems to avoid that the bulbous bow catches behind fenders or get incontact with the berthing structure.
Beltings – Most feeders, general cargo vessels and ferries have beltings of a half-round or squareshape. These can be continuous, intermittent and/or fitted at different levels and are sometimesin bad conditions. A good fender design should take this into account in order to avoid vessels todamage the fenders.
Flying bridges – Ro-Ro and Cruise ships often have flying bridges which may sit on top of the fenderat berths with large tidal variations.
Low freeboard – A good fender design should avoid vessels with low freeboard – such as barges,costal tankers and others – to get underneath the fender system at low tide or bad weather condi-tions.
Doors – Bow doors are typical for ferries, stern doors are common on Ro-Ro ships and car carries arenormally having side doors. All these constructions may cause damages to the fenders.
High freeboard – Ro-Ro vessels, large container vessels and Car Carriers often have a high freeboardand consequently a large area exposed to wind forces. Hence, strong winds may cause difficultberthing with higher berthing speeds and corresponding higher energy requirements for the fender.
Hull pressure – As vessels are becoming larger, the maximum hull pressure is also becoming moreimportant. Today, not only gas carriers, oil tankers or bulk cargo require low hull pressures, but alsofor large container vessels or latest cruise ships low hull contact pressure is a strict requirement ofowners and insurance companies. Designers have to pay attention especially in large tidal zonesand/or with “tilting” fender systems.
Light vessels – High speed catamarans and super fast ferries are built as light as possible to reachtheir intended speed, often from aluminium. Generally the vessel structure of such ships can onlyaccept limited loads on their belting. If a berth will be called by this special type of ships andconventional vessels, special attention is required for the fender design.
Others – Special vessel hull features such as port holes on cruise ships or car carriers, “cow catchers”on ferries and other modifications may cause snagging on fenders. A good fender design has to takethis into account by allowing for large lead-in bevels or continuous fender wall systems.
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Passenger Ships
GRT MD LOA LBP B D F[t] [t] [m] [m] [m] [m] [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
Product and Chemical Tankers
DWT MD LOA LBP B D F[t] [t] [m] [m] [m] [m] [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
Ferries
GRT MD LOA LBP B D F[t] [t] [m] [m] [m] [m] [m]
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
Car Carriers
DWT MD LOA LBP B D F[t] [t] [m] [m] [m] [m] [m]
30,000 48,000 210 193 32.2 11.7 13.8
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
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Freight Ro-Ro
DWT MD LOA LBP B D F[t] [t] [m] [m] [m] [m] [m]
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
ULCC & VLCC Tankers
DWT MD LOA LBP B D F[t] [t] [m] [m] [m] [m] [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
Gas Carriers
GRT MD LOA LBP B D F[t] [t] [m] [m] [m] [m] [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
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General Cargo Ships
DWT MD LOA LBP B D F[t] [t] [m] [m] [m] [m] [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
GRT MD LOA LBP B D F[t] [t] [m] [m] [m] [m] [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
DWT MD LOA LBP B D F[t] [t] [m] [m] [m] [m] [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
125,000 150,000 275 262 41.5 16.5 6.4
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
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Des
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Container Ships (Post Panamax)
DWT MD LOA LBP B D F TEU[t] [t] [m] [m] [m] [m] [m] …
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 MD LOA LBP B D F TEU[t] [t] [m] [m] [m] [m] [m] …
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
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Prop
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RUBBER PROPERTIESFenderTeam rubber fender components are manufactured from the highest quality Natural Rubber (NR), option-ally Styrene Butadiens SBR based compounds which meet or exceed the performance requirements of EuropeanUnion specification EAU-E 62 “Acceptance Requirements for Fender Elastomers”. Typical specifications are listedin the table bolow.In addition to NR and SBR, other rubber compounds like Butyl, EPDM, and Polyurethane are available on requestfor specialist applications. Please consult FenderTeam for further details.
The above values are for tets carried out under strict laboratory conditions using specimens taken from batchesof unvulcanised rubber compound.
Original
Aged for 96 hours at70° C
Aged for 168 hours at70° C
Original
16 MPa (Min)
12.8 MPa (Min)
12.75 N/mm2 (Min)
15 N/mm2 (Min)Tensile Strength
ASTM D412 Die C; AS 1180.2;BS 903.A2; ISO 37;JIS K6301 Item 3, Dumbell 3
DIN 53504
Original
Aged for 96 hours at70° C
Aged for 168 hours at70° C
Original
400 % (Min)
320 % (Min)
280 % (Min)
300 % (Min)Elongation at Break
ASTM D412 Die C; AS 1180.2;BS 903.A2; ISO 37;JIS K6301 Item 3, Dumbell 3
DIN 53504
Original
Aged for 96 hours at70° C
Aged for 168 hours at70° C
Original
78° (Max) Shore A
Original Value + 6° points increase
Original Value + 5° points increase
75° (Max) Shore AHardness
ASTM D2240; AS 1683.15.2;BS 903.A6; ISO 815;JIS K6301 Item 5A Tester
DIN 53505
Aged for 22 hours at70° C
Aged for 24 hours at 70°C
30 % (Max)
40 % (Max)
Compression Set
ASTM D395; AS 1683.13B;BS 903.A6; ISO 815;JIS K6301 Item 10
DIN 53517
Die B 70 kN/m (Min)
80 N/cm (Min)
Tear Resistance
ASTM D624; AS 1683.12;BS 903.A3; ISO 34.1;JIS K6301 Item 9, Test Piece A
DIN 53507
Method B,1000 revolutions
0.5 cc (Max)
100 mm3 (Max)Abrasion Resistance
BS 903.A9
DIN 53516
1ppm at 20% strain at40°C for 100 hours
No cracking visible by eyeOzone Resistance ASTM D1149; AS 1683.24;BS 903.A43;DIN 53509; ISO 143/1
Method B 7 N/mm (Min)Bond StrengthSteel to Rubber BS 903.A21
28 days in artificial seawater at 95°C at �2°C
Hardness �2°(Max)Shore AVolume +10/-5 % (Max)
Seawater Resistance DIN 86076; Section 7.7
Property Testing Standard Condition Requirement
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Tole
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1 Whichever is the greater dimension
Performance TolerancesSPC, 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 %
�3 % or �2 mm1
�4 % (non-cumulative)Moulded Fenders All dimensions
Bolt hole spacing�3 % or �2 mm1
�2 % or �25 mm1
Composite Fenders
Cross-sectionLength
�4 mm (non-cumulative)�4 mm (under head depth)
Drilled hole centresCounterbore depth
Manufacturing Tolerances
�3 % or �2 mm1
�3 % or �20 mm1Block FendersM FendersW Fenders
Cross-sectionLength
�3 mm�3 mm
Fixing hole centresFixing hole diameter
�4 %-0/+40 mm
Extruded Fenders
Cross-sectionLength
�4 mm (non-cumulative)�4 mm (under head depth)
Drilled hole centresCounterbore depth
�4 %�2 % or �20 mm1
HD-PE Sliding Fenders
Cross-sectionLength
�4 mm (non-cumulative)�4 mm (under head depth)
Drilled hole centresCounterbore depth
�5 mm (cut pads)�20 mm (uncut sheets)
�2.5 mm�4.0 mm�6.0 mm
UHMW-PE Plates
Length & width& width
Thickness: � 30 mm(Unplaned) 31�100 mm� 101 mm
�0.2 mm�0.3 mm�0.5 mm
�2 mm (non-cumulative)�2 mm (under head depth)
Thickness: � 30 mm(Planed) 31�100 mm� 101 mm
Drilled hole centresCounterbore depth
�4 %�4 %-0/+40 mm
Cylindrical FendersOutside diameterInside diameterLength
TOLERANCESAll FenderTeam fenders are subject to standard manufacturing and performance tolerances. Smaller tolerancesmay be agreed if requested for special cases.
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Test
ing
PERFORMANCE TESTINGTesting 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.
1 All fender units do have a unique serial number which can be traced back to manufacturing and testing records.
2 Fenders are tested under direct (vertical) compression.3 Compression speed is 2 �8 cm/min.4 Test temperature is 23° C �5° C4.
5 Reaction force5 is recorded at intervals to at least a deflection at which the permitted6 minimum energy absorption is achieved.
6 Energy absorption5 is determined as the integral of reaction and deflection,calculated using Simpson’s Rule.
7 The result of the first compression cycle is not be recorded.8 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.
9 Sampling is 10 % of fenders (rounded up to a unit).10 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.11 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.
IN-HOUSE PERFORMANCE TEST STANDARD
1 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 inpairs.
2 Excluding tug cylindrical fenders.3 PIANC – Permanent International Association of Navigation Congress
Report f the International Commission for Improving the Design of Fender Systems(Guidelines fo 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 foran appropriate period (dependent upon fender size) or performance values may be corrected according to temperature correction factortables.
5 Reaction force (and corresponding calculated energy absorption) shall be the exact recorded value and not corrected or otherwiseadjusted 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 indi-
cated 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 condi-
tioning 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-compres-
sion testing.
Performance TestingsFender Height Pre-Compression9 PIANC TestingH � 1000 mm 20 – 25 % of units 10 % of units
1000 mm � H � 1300 mm 100 % of units 20 – 30 % of unitsH � 1300 mm N/A 100 % of units
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Test
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64 www.fenderteam.com
Notes
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PROJECT REQUIREMENTS
Port
Project
Consultant
Contractor
FenderTeam Ref:
Project StatusPreliminaryDetail DesignTender
Closed Structures
Semi-Open
Open Structures
Other(Please describe)
SHIP DETAILS
BERTH DETAILS
Largest Vessel
Vessel Type
Deadweight (t)
Displacement (t)
Length Overall (LOA) (m)
Length Between Perps (LBP) (m)
Beam (B) (m)
Draft (D) (m)
Freeboard (F) (m)
Hull Pressure (P) (t/m2)
Smallest Vessel
Vessel Type
Deadweight (t)
Displacement (t)
Length Overall (LOA) (m)
Length Between Perps (LBP) (m)
Beam (B) (m)
Draft (D) (m)
Freeboard (F) (m)
Hull Pressure (P) (t/m2)
Structure
Length of Berth (m)
Fender/Dolphin Spacing (m)
Permitted Fender Reaction (kN)
Quay Level (m)
Cope Thickness (m)
Seabed Level (m)
Tide Levels
Tide Range m
Highest Astronomic Tide (HAT) m
Mean High Water Spring (MHWS) m
Mean Sea Level (MSL) m
Mean Low Water Spring (MLWS) m
Lowest Astronomic Tide (LAT) m
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Name
Position
Company
Tel
Fax
Name
Position
Company
Tel
Fax
FURTHER INFORMATION IS AVAILABLE FROM:
BERTHING MODE BERTHING APPROACH
Side Berthing
Dolphin Berthing
End Berthing
Lock or Dock Entrance
Ship-to-Ship Berthing
Other Berthing Mode
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
OTHER INFORMATION