Trelleborg Fender Catalogue

High PerformanceFenders Section 1 Trelleborg Marine Systems www.trelleborg.com/marine Super Cone SCK Cell Parallel Motion Unit Elements Arch Fenders Corner Arch Ref. M1100-S01-V1-3-EN SO14750_TMS_text.indd 3 13/04/2011 2:44 PM 1–2 PIANC TYPE APPROVAL PIANC is a worldwide non-political and nonprofit technical and scientific organization of national governments, corporations and private individuals. PIANC’s objective is to promote both inland and maritime navigation by fostering progress in the planning, design, construction, improvement, maintenance and operation of inland and maritime waterways and ports and of coastal areas for general use in industrialised and industrialising countries. PIANC was founded in 1885 and is the oldest international association concerned with these technical aspects of navigation. It has made – and continues to make – a vital contribution to technical development in this field. PIANC’s members form an active worldwide network of professionals in the field of inland and maritime navigation and ports. Trelleborg Marine Systems is a corporate member of PIANC. Type Approval certificate PIANC contact details General Secretariat Bâtiment Graaf de Ferraris, 11th floor Blvd. du Roi Albert II, 20, PO Box 3 B-1000 Brussels Belgium Tel: +32 2 553 71 61 Fax: +32 2 553 71 55 [email protected] www.pianc.org Fatigue test certificate M1100-S01-V1-3-EN. © Trelleborg AB, 2011 SO14750_TMS_text.indd 4 13/04/2011 2:44 PM 1–3 PIANC TYPE APPROVAL Trelleborg is committed to providing high quality products. Consistency and performance are routinely checked in accordance with the latest procedures and test protocols. PIANC has introduced new methods and procedures for testing the performance of solid rubber fenders, allowing for real world operating conditions, in their document ‘Guidelines for the Design of Fender Systems: 2002: Appendix A’. Trelleborg has achieved PIANC Type Approval for the following fender types: B B B B B Super Cone SCK Cell Unit Element AN Arch ANP Arch Verification testing of SCK 3000 PIANC Type Approval brings the following benefits: B proven product quality B tests simulate real operating conditions B longer service life B lower maintenance B greater reliability B reduced lifetime costs B manufacturer commitment B excludes unsafe ‘copy’ and ‘fake’ fenders B simplifies contract specifications Testing is carried out in two stages: to prove behaviour of the generic fender type, and then to confirm that performance of fenders made for each project meet the required performances. Type Approval testing (Stage 1) Verification testing (Stage 2) PIANC Type Approval testing is carried out to determine the effects of environmental factors on the performance of various fender types. Trelleborg’s Type Approval tests are witnessed by Germanischer Lloyd. CV method verification testing is routinely carried out on all significant orders to confirm the Rated Performance Data (RPD) of Trelleborg’s PIANC Type Approved fenders. Results are normalised to 0.15m/s compression speed, 23°C temperature and 0° compression angle. Fatigue testing of SCN fender Speed testing of AN fender M1100-S01-V1-3-EN. © Trelleborg AB, 2011 SO14750_TMS_text.indd 5 13/04/2011 2:44 PM and provides excellent shear strength. With overload stops the Super Cone is even more resistant to overcompression. with optimal performance and efficiency. The conical body shape makes the SCN very stable even at large compression angles. 2011 SO14750_TMS_text. Features B Highly efficient geometry B No performance loss even at large berthing angles B Stable shape resists shear B Wide choice of rubber compounds Applications B B B B B B B General cargo berths Bulk terminals Oil and LNG facilities Container berths RoRo and cruise terminals Parallel motion systems Monopiles and dolphins Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN.indd 6 13/04/2011 2:44 PM .1–4 SUPER CONE FENDERS Super Cones are the latest generation of ‘cell’ fender. © Trelleborg AB. Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN.1–5 SUPER CONE FENDERS H ØW V ØU C D ØB ØS Anchors/ Head bolts Zmin Weight SCN 300 300 500 – 295 27–37 20–25 440 255 4 × M20 45 40 SCN 350 350 570 – 330 27–37 20–25 510 275 4 × M20 52 50 SCN 400 400 650 – 390 30–40 20–28 585 340 4 × M24 60 76 SCN 500 500 800 – 490 32–42 30–38 730 425 4 × M24 75 160 SCN 550 550 880 – 540 32–42 30–38 790 470 4 × M24 82 210 SCN 600 600 960 – 590 40–52 35–42 875 515 4 × M30 90 270 SCN 700 700 1120 – 685 40–52 35–42 1020 600 4 × M30 105 411 SCN 800 800 1280 – 785 40–52 35–42 1165 685 6 × M30 120 606 SCN 900 900 1440 – 885 40–52 35–42 1313 770 6 × M30 135 841 SCN 950 950 1520 1440 930 40–52 40–50 1390 815 6 × M30 142 980 SCN 1000 1000 1600 – 980 50–65 40–50 1460 855 6 × M36 150 1125 SCN 1050 1050 1680 – 1030 50–65 45–55 1530 900 6 × M36 157 1360 SCN 1100 1100 1760 – 1080 50–65 50–58 1605 940 8 × M36 165 1567 SCN 1200 1200 1920 – 1175 57–80 50–58 1750 1025 8 × M42 180 2028 SCN 1300 1300 2080 – 1275 65–90 50–58 1900 1100 8 × M48 195 2455 SCN 1400 1400 2240 2180 1370 65–90 60–70 2040 1195 8 × M48 210 3105 SCN 1600 1600 2560 2390 1570 65–90 70–80 2335 1365 8 × M48 240 4645 SCN 1800 1800 2880 2700 1765 75–100 70–80 2625 1540 10 × M56 270 6618 SCN 2000 2000 3200 – 1955 80–105 90–105 2920 1710 10 × M56 300 9560 [ Units: mm. 2011 SO14750_TMS_text.indd 7 13/04/2011 2:44 PM . © Trelleborg AB. kg ] ØB Z H D ØS C ØW ØU Overload stop V Some SCN sizes have a modified flange for reduced shipping dimensions. 9 89 20.7 59 12.3 205 63 248 80 283 148 403 218 528 310 665 364 742 425 823 493 908 568 995 738 1185 935 1390 1168 1613 1743 2105 2480 2665 3400 3290 10.2 191 58 231 74 263 137 374 201 490 289 617 339 688 395 764 458 843 527 923 685 1101 869 1291 1085 1497 1618 1955 2303 2476 3160 3056 9. © Trelleborg AB.1 104 25.2 E1.5 128 45.1 E1.4 91 21.2 139 51.6 65 13.5 182 54 220 70 250 130 355 190 465 275 585 322 653 375 725 435 800 500 875 650 1045 825 1225 1030 1420 1535 1855 2185 2350 3000 2900 8.5 82 18 5 111 27.2 80 18 109 26.6 E1.9 79 17.9 E1.9 67 14.4 75 16.9 E2.1 74 16.2 68 14.8 E1.7 102 24.9 142 52.8 125 44.3 96 22.7 116 40.4 119 41.6 104 36.7 98 23.5 136 50 214 67 259 84 296 155 422 229 553 324 697 381 777 445 862 516 951 595 1043 773 1241 979 1456 1223 1690 1826 2205 2598 2791 3560 3446 10.8 72 15.0 E1.6 145 54 227 72 275 90 315 165 450 245 590 345 745 407 830 475 920 550 1015 635 1115 825 1325 1045 1555 1305 1805 1950 2355 2775 2980 3800 3680 *in accordance with PIANC.6 77 17.8 133 48. kN ] 120 100 60 120 100 40 80 60 20 40 Energy (%) Reaction (%) 80 20 0 75 0 0 5 10 15 20 25 30 35 40 Deflection (%) 45 50 55 60 65 70 72 Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN.5 E1.3 218 68 264 86 302 158 431 234 565 331 713 390 795 455 881 527 972 608 1067 790 1269 1001 1489 1250 1728 1867 2255 2657 2854 3640 3524 11.4 E1.7 E1.9 200 61 242 78 276 144 393 212 515 303 649 356 724 415 803 481 886 554 971 720 1157 913 1357 1140 1574 1701 2055 2421 2602 3320 3212 10. [ Units: kNm.7 223 70 270 88 309 162 441 240 578 338 729 398 813 465 901 539 994 622 1091 808 1297 1023 1522 1278 1767 1909 2305 2716 2917 3720 3602 11.2 131 47.0 7.6 209 65 253 82 289 151 412 223 540 317 681 373 759 435 842 504 929 581 1019 755 1213 957 1423 1195 1651 1784 2155 2539 2728 3480 3368 10.5 164 49 198 63 225 117 320 171 419 248 527 291 588 338 653 392 720 450 788 585 941 743 1103 927 1278 1382 1670 1967 2115 2700 2610 8.9 187 56 226 72 257 134 365 196 478 282 601 331 671 385 745 447 822 514 899 668 1073 847 1258 1058 1459 1577 1905 2244 2413 3080 2978 9.2 100 24.1–6 SUPER CONE FENDERS Rated Performance Data (RPD)* SCN 300 SCN 350 SCN 400 SCN 500 SCN 550 SCN 600 SCN 700 SCN 800 SCN 900 SCN 950 SCN 1000 SCN 1050 SCN 1100 SCN 1200 SCN 1300 SCN 1400 SCN 1600 SCN 1800 SCN 2000 ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR E0.indd 8 13/04/2011 2:44 PM .1 122 43. 2011 SO14750_TMS_text.8 93 22.5 80 18.6 107 26.5 70 15.3 E1.6 196 59 237 76 270 141 384 207 503 296 633 348 706 405 784 470 865 541 947 703 1129 891 1324 1113 1536 1660 2005 2362 2539 3240 3134 9. 039 [ Units: kNm.518 0.4 E2.725 0.1 11.492 0.056 0 1.5 97 21.000 15 0.414 0.012 23 1.7 157 58.000 50 0.138 0.6 185 67.1 204 74.000 5 8 1.4 252 79 305 102 349 181 498 271 652 383 825 451 919 527 1018 610 1123 703 1233 913 1467 1159 1721 1447 1997 2162 2605 3077 3298 4216 4072 13.3 149 55.3 129 31.3 95 21.8 E2.000 -30 1.6 138 33.8 258 81 313 105 358 185 510 278 668 393 845 463 941 540 1043 625 1150 720 1263 935 1503 1188 1763 1483 2045 2215 2668 3153 3378 4320 4170 13.9 181 66.2 264 83 320 108 366 189 522 284 683 402 865 473 963 553 1067 640 1177 737 1292 957 1538 1216 1804 1518 2093 2268 2730 3228 3457 4424 4268 13.9 E3. 2011 SO14750_TMS_text.8 126 31 1 165 60.256 0.926 2 1.2 135 33.163 0.186 0.5 173 63.882 1 1. kN ] *in accordance with PIANC.2 177 64.1 86 19. Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN.856 20 0.6 E2. Refer to p12–35.4 89 19.7 E2.1 102 22.0 93 20.039 40 0.4 233 74 283 93 324 169 462 252 606 355 765 418 853 488 945 565 1042 652 1145 847 1361 1074 1597 1341 1853 2003 2418 2851 3060 3904 3778 12. Di PIANC factors (from 3rd party witnessed Type Approval testing) Angle factor Temperature factor Velocity factor Angle (°) AF Temperature (°C) TF Time (seconds) VF 0 1.4 318 99 385 132 440 226 627 341 820 484 1040 570 1158 666 1282 770 1414 886 1551 1150 1848 1463 2167 1826 2514 2728 3278 3883 4153 5324 5126 E/R (å) 0.099 5 1.3 E2.969 3 1.9 277 86 335 114 383 197 546 297 714 421 905 496 1008 579 1116 670 1231 771 1351 1001 1609 1273 1887 1589 2189 2374 2855 3379 3616 4632 4464 14.4 104 23.186 8 1. please ask.000 For steady state deceleration.8 84 19 114 28.1 246 77 298 99 341 177 486 265 637 374 805 440 897 514 994 595 1096 686 1204 891 1432 1131 1680 1412 1949 2109 2543 3002 3219 4112 3974 12.364 0.6 289 90 350 120 400 205 570 310 745 440 945 518 1052 605 1165 700 1285 805 1410 1045 1680 1330 1970 1660 2285 2480 2980 3530 3775 4840 4660 15.571 0.1–7 SUPER CONE FENDERS Rated Performance Data (RPD)* SCN 300 SCN 350 SCN 400 SCN 500 SCN 550 SCN 600 SCN 700 SCN 800 SCN 900 SCN 950 SCN 1000 SCN 1050 SCN 1100 SCN 1200 SCN 1300 SCN 1400 SCN 1600 SCN 1800 SCN 2000 ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR E2.9 120 29.2 283 88 343 117 392 201 558 304 730 431 925 507 1030 592 1141 685 1258 788 1381 1023 1645 1302 1929 1625 2237 2427 2918 3455 3696 4736 4562 14.2 E2. Refer to page 1–2 for further information.7 132 32.143 -20 1.9 114 25.020 30 0.3 123 30.932 1.290 0.830 0. example Intermediate deflections Di (%) 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Ei (%) 0 1 4 8 15 22 31 40 50 59 67 75 82 89 96 100 106 72 75 Ri (%) 0 19 39 59 75 89 97 100 98 92 84 77 73 77 91 100 118 Ri Ei Nominal rated deflection may vary at RPD.232 0.1 E2.674 0.0 E3.indd 9 13/04/2011 2:44 PM .739 -10 1.4 117 29 153 56.8 169 62.5 270 85 328 111 375 193 534 291 699 412 885 485 986 566 1092 655 1204 754 1322 979 1574 1245 1846 1554 2141 2321 2793 3304 3537 4528 4366 13.230 ≥10 1.7 239 76 290 96 332 173 474 258 621 364 785 429 875 501 969 580 1069 669 1174 869 1396 1102 1638 1376 1901 2056 2480 2926 3139 4008 3876 12.5 E2. © Trelleborg AB.050 3 1. the compression time is: 2d t (seconds) = Vi d = fender deflection (mm) Vi = impact speed (mm/s) If compression time t<4s.029 10 1.055 1.622 0.4 161 59.000 6 1.000 4 1.005 10 1.544 0.8 100 22.466 0.4 155 38.7 91 20.1 141 34. äS E1 E2 E3 0.15H * does not allow for bow flares There must be enough space around and between Super Cone fenders and the steel panel to allow them to deflect without interference.8H SCN 1. 1.1–8 SUPER CONE FENDERS Clearances Weight support 0.75H* 1.625 × W E3 WH ≤ n × 1.25 9% 11% 11% 14% 17% 18% 0.1H H 0. äC Shear äS R Tension μR F (≤RR) If the tensile load exceeds the rated reaction then tension chains may be required. please ask.indd 10 13/04/2011 2:44 PM .2 0. W = Super Cone weight WH = panel weight – single or multi-horizontal WV = panel weight – single or multi-vertical Interpolate for other grades. © Trelleborg AB.15 7% 9% 11% Friction coefficients (μ) 0. WV Panel weight (kg) Single or multiple Multiple vertical horizontal (n ≥ 1) (n ≥ 2) E1 WH ≤ n × 1.875 × W n = number of Super Cones. For äS ≥ 20%.0 × W WV ≤ n × 1. The table is a guide to the permitted weight of front panel before additional support chains may be required.3 14% 17% 22% äS (max) usually occurs at äC = 0.5 × W WV ≤ n × 1. The table is a guide to maximum shear deflections (äS) for different shear coefficients (μ) and rubber grades.3H to 0. Please ask for advice on the design of tension chains. If in doubt.35H. Distances given in the above diagram are for guidance.25 × W E2 WH ≤ n × 1.3 × W WV ≤ n × 1. 2011 SO14750_TMS_text. Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN. Super Cones are very stable in shear. Refer to TMS when Super Cone direction is reversed. refer to TMS.0H WH Super Cone fenders can support a lot of static weight. 1–9 SUPER CONE FENDERS Proven in practice Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN. © Trelleborg AB.indd 11 13/04/2011 2:44 PM . 2011 SO14750_TMS_text. indd 12 13/04/2011 2:44 PM .1–10 SCK CELL FENDERS SCK Cell fenders have a very long track record and remain popular because of their simplicity. high performance and strength. 2011 SO14750_TMS_text. © Trelleborg AB. well-proven design Ideal for low hull pressure systems Applications B B B B B B Oil and LNG facilities Bulk terminals Offshore platforms Container berths RoRo and cruise terminals Multi-user berths Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN. Features B B B B High performance Can support large panels Strong. They come in a wide range of standard sizes and are interchangeable with many older cell fender types. kg ] H n×d D ØW ØB Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN.1–11 SCK CELL FENDERS Dimensions H ØW ØB D d Anchors/ head bolts Weight SCK 400H 400 650 550 25 30 4 × M22 75 SCK 500H 500 650 550 25 32 4 × M24 95 SCK 630H 630 840 700 25 32 4 × M27 220 SCK 800H 800 1050 900 30 40 6 × M30 400 SCK 1000H 1000 1300 1100 35 45 6 × M36 790 SCK 1150H 1150 1500 1300 40 50 6 × M42 1200 SCK 1250H 1250 1650 1450 40 50 6 × M42 1500 SCK 1450H 1450 1850 1650 42 61 6 × M48 2300 SCK 1600H 1600 2000 1800 45 61 8 × M48 3000 SCK 1700H 1700 2100 1900 50 66 8 × M56 3700 SCK 2000H 2000 2200 2000 50 76 8 × M64 5000 SCK 2250H 2250 2550 2300 57 76 10 × M64 7400 SCK 2500H 2500 2950 2700 70 76 10 × M64 10700 SCK 3000H 3000 3350 3150 75 92 12 × M76 18500 [ Units: mm. © Trelleborg AB.indd 13 13/04/2011 2:44 PM . 2011 SO14750_TMS_text. 3 109 24.indd 14 13/04/2011 2:44 PM .3 9.9 E1.2 137 40.9 155 45.9 10.4 142 SCK 630H ER RR 34.5 268 99.7 E1.5 84.3 E1.8 55.2 137 30.9 11.7 120 26.3 163 47.8 E1.1 104 23.2 SCK 500H ER RR 16.3 77.6 18.5 240 89.4 59.7 91.1 206 59.1 190 74.8 92.1–12 SCK CELL FENDERS Rated Performance Data (RPD)* E0.1 13.8 20.3 22.0 62.1 15.7 15.8 224 SCK 800H ER RR 67.9 E2.0 E1.1 E1.5 13.8 50.5 Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN.6 66.6 87.0 SCK 400H ER RR 8.6 172 50 180 52. © Trelleborg AB.7 198 57.4 E1.7 73.7 78.5 12.5 225 84.4 215 61.5 283 104 297 109 312 114 326 119 341 124 355 SCK 1000H ER RR 138 314 153 349 163 371 172 393 182 415 191 437 201 458 211 480 220 502 230 524 239 455 249 568 SCK 1150H ER RR 210 416 233 462 248 491 263 520 277 548 292 577 306 606 321 635 336 664 350 692 365 721 379 750 SCK 1250H ER RR 269 491 299 545 318 579 337 614 355 648 374 682 393 716 411 750 430 784 449 818 468 852 486 887 SCK 1450H ER RR 421 661 468 734 497 781 526 828 555 875 585 922 614 969 643 1016 672 1063 702 1110 731 1157 760 1193 SCK 1600H ER RR 566 805 629 894 668 950 707 1006 746 1062 785 1118 825 1174 864 1230 903 1286 942 1342 982 1397 1021 1453 SCK 1700H ER RR 678 908 753 1009 800 1072 847 1135 895 1199 942 1262 989 1325 1036 1388 1083 1451 1131 1514 1178 1577 1225 1641 SCK 2000H ER RR 1104 1258 1227 1397 1304 1485 1380 1572 1457 1659 1534 1746 1610 1833 1687 1920 1764 2007 1840 2094 1917 2181 1994 2268 SCK 2250H ER RR 1854 1876 2060 2085 2169 2195 2279 2309 2388 2416 2497 2527 2606 2637 2715 2747 2824 2858 2933 2968 3042 3079 3151 3189 SCK 2500H ER RR 2544 2317 2826 2574 2976 2711 3026 2847 3275 2983 3425 3120 3575 3256 3724 3392 3874 3528 4024 3665 4173 3801 4323 3937 SCK 3000H ER RR 3795 3310 4217 3678 4452 3879 4688 4080 4923 4281 5158 4482 5394 4683 5629 4884 5865 5085 6100 5286 6335 5487 6571 5688 *in accordance with PIANC.9 80.5 E1. [ Units: kNm.5 211 79.4 189 54.1 87. 2011 SO14750_TMS_text. kN ] 120 100 120 60 100 80 40 60 40 20 Energy (%) Reaction (%) 80 20 0 0 0 5 10 15 20 25 30 Deflection (%) 35 40 45 50 55 52.5 254 94.2 70 12.5 115 25.4 11.6 E1.8 126 28 131 29.6 14.9 98.4 124 38.6 146 42.2 E1.3 19. 969 3 1. kN ] example Intermediate deflections Di (%) 0 5 10 15 20 25 30 35 40 45 50 52.000 6 1.000 -30 1.6 112 20.230 ≥10 1.7 96.000 5 8 0.1 104 18.7 102 18.000 50 0. Di PIANC factors (from 3rd party witnessed Type Approval testing) Angle factor Temperature factor Velocity factor Angle (°) AF Temperature (°C) TF Time (seconds) VF 0 1.351 SCK 1000H ER RR 256 585 264 602 271 619 279 636 286 653 294 670 301 687 309 704 316 720 324 737 356 811 0.2 250 71.652 -10 1. the compression time is: 2d t (seconds) = Vi d = fender deflection (mm) Vi = impact speed (mm/s) If compression time t<4s.8 270 76.7 277 78.9 E3.000 For steady state deceleration.879 SCK 2250H ER RR 3245 3285 3340 3381 3435 3476 3529 3572 3624 3668 3718 3763 3813 3859 3907 3955 4002 4051 4096 4146 4506 4561 0.152 *in accordance with PIANC.7 167 36.186 8 1.8 E2.5 237 67.3 180 39.505 SCK 1250H ER RR 501 913 516 940 530 967 545 993 559 1020 574 1047 589 1073 603 1100 618 1127 633 1153 696 1269 0.4 E2.9 264 74.637 SCK 1600H ER RR 1051 1497 1082 1540 1113 1584 1143 1628 1174 1671 1204 1715 1235 1758 1266 1802 1296 1845 1327 1889 1460 2078 0.1 E2.6 172 37.056 0 1.1 110 19.1–13 SCK CELL FENDERS Rated Performance Data (RPD)* E2.1 257 72.2 99.882 1 1.3 146 32.4 319 0. [ Units: kNm.926 2 1.1 E/R (å) SCK 400H ER RR 16.001 23 1.4 244 69.1 17.0 E3.883 15 0.7 E2.5 17.9 159 34. Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN. 2011 SO14750_TMS_text.977 40 0.098 SCK 3000H ER RR 6761 5856 6952 6023 7143 6191 7334 6358 7525 6526 7716 6693 7906 6860 8097 7028 8288 7195 8479 7363 9327 8099 1.5 E2.2 E2.548 SCK 1450H ER RR 783 1229 805 1265 828 1301 851 1337 874 1372 897 1408 919 1444 942 1480 965 1516 988 1551 1086 1707 0.6 107 19.5 284 80.001 10 1.4 176 38. Refer to page 1–2 for further information. © Trelleborg AB.099 5 1.438 SCK 1150H ER RR 391 773 402 795 413 818 425 840 436 863 447 886 458 908 470 931 481 953 492 976 541 1073 0.002 30 0.4 290 88.2 184 43.5 Ei (%) 0 2 7 16 26 38 50 61 72 83 94 100 106 55 Ri (%) 0 32 60 81 94 99 99 96 92 92 96 100 106 Ri Ei Nominal rated deflection may vary at RPD.6 118 22.951 0.909 10 0.3 E2.8 163 35.1 203 0.6 E2.2 93.746 SCK 2000H ER RR 2054 2336 2113 2403 2173 2470 2233 2538 2293 2605 2353 2673 2412 2740 2472 2807 2532 2875 2592 2942 2851 3236 0.213 SCK 630H ER RR 63.810 20 0.988 SCK 2500H ER RR 4452 4056 4582 4174 4712 4292 4841 4410 4971 4528 5101 4647 5230 4765 5360 4883 5490 5001 5619 5119 6181 5631 1.7 230 65.277 SCK 800H ER RR 128 366 132 377 136 388 140 399 144 409 147 420 151 431 155 442 159 453 163 464 179 510 0.000 4 1.8 16.143 -20 1.indd 15 13/04/2011 2:44 PM .702 SCK 1700H ER RR 1262 1690 1298 1739 1335 1788 1372 1837 1408 1886 1445 1935 1482 1985 1518 2034 1555 2083 1592 2132 1751 2345 0.7 129 0.1 115 20.2 151 33 155 33.005 3 0. please ask. Refer to p12–35.174 SCK 500H ER RR 31. 6 WH ≤ n × 25 × W0. 2011 SO14750_TMS_text.6 WH ≤ n × 19 × W0.3 × W WH ≤ n × 1.25 × W ≤800 WV ≤ n × 1. A SCK H E1 E2 E3 E1 E2 E3 * does not allow for bow flares There must be enough space around and between the Cell fenders and the steel panel to allow them to deflect without interference.1–14 SCK CELL FENDERS Clearances Weight support 0. © Trelleborg AB.75 × W0. Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN.6 Multiple vertical H (n≥2) WV ≤ n × 1. Distances given in the above diagram are for guidance.75 × W WV ≤ n × 2.5 × W WH ≤ n × 11 × W0.6H* A WH B WV Cell fenders can support a lot of static weight. SCK (H) 400 500 630 800 1000 1150 1250 1450 1600 1700 2000 2250 2500 3000 Edge (A) 480 510 600 700 850 990 1060 1200 1270 1470 1560 1710 1910 2240 Centres (B) 700 700 880 1120 1500 1730 1870 2180 2400 2550 2880 3360 3730 4500 Single or multiple horizontal (n≥1) WH ≤ n × 1.25 × W0.25 × W WV ≤ n × 13.indd 16 13/04/2011 2:44 PM . If in doubt. Please ask for advice on the design of tension chains.0 × W WH ≤ n × 1. W = SCK weight WH = panel weight – single or multi-horizontal WV = panel weight – single or multi-vertical Interpolate for other grades Tension F (≤RR) If the tensile load exceeds the rated reaction then tension chains may be required.6 n = number of Cell fenders.6 WV ≤ n × 23.6 ≥1000 WV ≤ n × 31.75 × W0. please ask. The table is a guide to the permitted weight of front panel before additional support chains may be required. indd 17 13/04/2011 2:44 PM . 2011 SO14750_TMS_text.1–15 SCK CELL FENDERS Proven in practice Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN. © Trelleborg AB. 2011 SO14750_TMS_text. Reduced loads compared to conventional fenders mean less stress in the structure. Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN. The panel always remains vertical but can cope with large berthing angles – even at 20° there is usually no loss in energy absorption. installation is simple and fast. the deflection and energy both increase whilst reaction forces stay low. As Parallel Motion Fenders are mostly preassembled in the factory. reducing reaction By using two Super Cones back-to-back. Features B Ultra-low reaction B Non-tilt frontal panel B No performance loss at large berthing angles B Easy and fast to install B Minimal maintenance Applications B B B B B RoRo and fast ferry berths LNG and tanker terminals Naval facilities High tidal zones Monopile or ‘soft’ structures Increasing energy.1–16 PARALLEL MOTION FENDERS Parallel Motion technology can reduce reaction forces by up to 60% compared with traditional designs.indd 18 13/04/2011 2:44 PM . Maintenance is minimal too – contributing to the low service life cost of Parallel Motion technology. © Trelleborg AB. allowing smaller piles and less concrete to be used. 4 Hinge units The maintenance-free stainless steel pins and spherical Trelleborg Orkot® bearings allow free rotation to accommodate berthing angles. 6 3 Torsion tube and arm assembly Also closed-box construction. They can strengthen the structure and double as a corrosion barrier in the vulnerable splash zone. 2011 SO14750_TMS_text. pressure tested design. © Trelleborg AB. the tube and arms keep the panel vertical whatever level impact loads are applied.1–17 PARALLEL MOTION FENDERS Comparison of PMF and conventional fenders 3500 0° Parallel Motion Fender PMF1200 (E3. 4 5 7 1 5 UHMW-PE face pads Trelleborg ‘Double Sintered’ UHMW-PE face pads are standard to minimise friction and maximise service intervals.9) 1957 Super Cone 2 × SCN1200 (E2.1 & E1. and to help with some large angle berthings. pile jackets are factory built for a perfect fit to the fender on-site.7) 1958 Cell Fender 2 × SCK1450 (E2. also eliminating moments in the hinge pin.indd 19 13/04/2011 2:44 PM . Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN. 2 6 3 Check chains Check chains (optional) act as rope deflectors to stop ropes from snagging.9) 1930 1957 1958 1704 20° 1957 1449 1258 R (kN) RPD 1848 100% 3147 3032 3000 å20 43% 39% Reaction (kN) Type E (kNm) 10° Super Cone 2500 Parallel Motion Fender 2000 Cell Fender 1500 1000 500 0 ĕ20 = Relative Efficiency at 20° angle compared to PMF 0 400 800 1200 1600 Deflection (mm) 1 Rubber fender units Shown here are two Super Cones mounted in a back-to-back ‘Twin-Series’ configuration. 2 Closed box panel (frame) Fully sealed. 7 Pile jackets (optional) Purpose designed for every project. Shown with optional lead-in bevels which are designed to suit each case. Jackets are also available for monopile systems. © Trelleborg AB. Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN.indd 20 13/04/2011 2:44 PM . 2011 SO14750_TMS_text. Pro-rata for more elements or different lengths. Performances are based on a pair of 1000mm long elements.1–18 PARALLEL MOTION FENDERS Twin-Series Super Cone Single Super Cone MV and MI Element PMF E (kNm) R (kN) E (kNm) R (kN) SCN 400 47–65 149–204 SCN 400 19–38 104–204 E (kNm) R (kN) SCN 500 92–127 233–318 SCN 500 36–74 164–318 MV 400 52–75 284–406 SCN 550 122–169 283–385 SCN 550 49–99 198–385 MV 500 82–117 356–508 SCN 600 156–220 324–440 SCN 600 63–132 225–440 MV 550 99–141 391–558 SCN 700 286–387 462–627 SCN 700 117–226 320–627 MV 600 118–168 427–610 SCN 800 423–581 606–820 SCN 800 171–341 419–820 MV 750 183–262 533–762 SCN 900 602–822 765–1040 SCN 900 248–484 527–1040 MV 800 210–300 568–812 SCN 1000 826–1131 945–1282 SCN 1050 957–1309 1042–1414 SCN 1000 338–666 653–1282 MV 1000 328–468 711–1016 SCN 1050 392–770 720–1414 SCN 1100 1102–1507 MV 1250 511–730 889–1270 1145–1551 SCN 1100 450–886 788–1551 SCN 1200 MV 1450 687–982 1030–1472 1432–1957 1361–1848 SCN 1200 585–1150 971–1848 SCN 1300 1816–2486 1597–2167 SCN 1300 743–1463 1103–2167 MV 1600 837–1196 1138–1626 SCN 1400 2268–3104 1853–2514 SCN 1400 927–1826 1278–2514 MI 2000 1295–1850 1295–1850 SCN 1600 3385–4367 2418–3278 SCN 1600 1382–2728 1670–3278 SCN 1800 4817–6599 3060–4153 SCN 1800 1967–3883 2115–4253 SCN 2000 6609–9044 3778–5126 SCN 2000 2700–5324 2610–5216 MV and MI Elements are not PIANC Type Approved. 1–19 PARALLEL MOTION FENDERS Proven in practice Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN. © Trelleborg AB. 2011 SO14750_TMS_text.indd 21 13/04/2011 2:45 PM . low hull pressures and high tides.indd 22 13/04/2011 2:45 PM . © Trelleborg AB.1–20 UNIT ELEMENTS Unit Elements are high-performance. Elements are versatile and can be combined in unlimited combinations of length and direction. Features B B B B B B B PIANC Type Approved Versatile modular system Highly efficient shape Symmetrical or asymmetrical fixings Strong in lengthwise shear Easy to install Low maintenance Applications B B B B B B B Container terminals Tanker Berths RoRo and cruise ships Dolphins and monopiles Bulk and general cargo berths Fender walls Small craft berths Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN. The simplest Unit Element system is the UE-V fender. bow flares. PIANC Type Approved modular rubber fenders. with pairs of legs and a UHMW-PE non-marking shield. 2011 SO14750_TMS_text. For heavy duty applications Unit Elements are combined with a steel panel (frame) which can cope with belting. 2011 SO14750_TMS_text.indd 23 13/04/2011 2:45 PM . Anchors M20 M24 M24 M30 M30 M30 M36 M36 M36 M42 M42 M48 M48 M56 Weight 38 54 89 135 153 179 247 298 338 410 509 717 948 1236 [ Units: mm. kg/m ] 2000L Asymmetrical bolting 1500L 1000L J B C M Symmetrical bolting H K E E E K D J A F W J Element lengths bH L` UE 250 UE 300 UE 400 UE 500–UE 550 UE 600–UE 800 UE 900–UE 1200 UE 1400 UE 1600 600 { { 750 z z z z z 900 { { { { { { { 1000 z z z z z z z z z preferred lengths { typical non-standard lengths 1200 { { { { { { { { 1400 { { { { { { { { 1500 z z z z z z z z 1800 { { { 2000 z z z { z { { z z Max 2800 2000 2000 1500 2000 1500 2000 2000 For elements with L/H < 1. please ask for advice.1–21 UNIT ELEMENTS Element UE250 UE300 UE400 UE500 UE550 UE600 UE700 UE750 UE800 UE900 UE1000 UE1200 UE1400 UE1600 H 250 300 400 500 550 600 700 750 800 900 1000 1200 1400 1600 A 109 130 165 195 210 225 270 285 300 335 365 435 495 565 B* 114 138 187 229 252 275 321 344 366 412 458 557 642 733 C* 71 84 102 119 126 133 163 170 178 198 212 252 281 321 D 20–27 23–32 25–35 28–37 32–38 35–45 35–45 38–45 38–45 42–50 46–58 46–60 50–65 50–65 F 152 184 248 306 336 366 428 458 488 550 610 748 856 978 J 33 38 41 42 42 42 56 56 56 60 60 61 67 76 M 25–35 30–40 30–40 40–52 40–52 40–52 50–65 50–65 50–65 57–80 57–80 65–90 65–90 75–100 W 218 260 330 390 420 450 540 570 600 670 730 870 990 1130 K 50 50 250 250 250 250 250 250 250 250 250 250 250 250 E 300 300 500 500 500 500 500 500 500 500 500 500 500 500 * Asymmetrical bolting version only. © Trelleborg AB.0 or non-standard lengths. Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN. 6 186 43.0 105 13.6 117 15.5 E1.7 191 44.5 182 42.0 113 UE 300 ER RR 11.1 106 11.6 E1.8 127 16.1 163 38.2 114 14.1 E1.6 93 9.1–22 UNIT ELEMENTS Rated Performance Data (RPD)* E0.2 167 39.1 79 9.4 177 41.7 E1.0 88 9. 1000mm long.8 103 11.3 172 40. [ Units: kNm.8 111 14.8 196 45.2 98 10.3 E1.5 Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN.0 121 15.9 E1. 2011 SO14750_TMS_text.0 UE 250 ER RR 8.4 142 36 158 37. © Trelleborg AB.9 200 47 205 UE 550 ER RR 40 157 44 174 45 179 47 184 48 190 49 195 51 200 52 205 53 210 54 216 56 221 57 226 UE 600 ER RR 47 171 52 190 54 196 55 201 57 207 58 212 60 218 62 224 63 229 65 235 66 240 68 246 UE 700 ER RR 63 199 70 221 72 228 74 234 77 241 79 247 81 254 83 261 85 267 88 274 90 280 92 287 UE 750 ER RR 73 214 81 238 84 245 86 252 89 259 91 266 94 274 96 281 99 288 101 295 104 302 106 309 UE 800 ER RR 84 228 93 253 96 261 99 268 101 276 104 283 107 291 110 299 113 306 115 314 118 321 121 329 UE 900 ER RR 106 256 118 284 122 293 125 301 129 310 132 318 136 327 139 336 143 344 146 353 150 361 153 370 UE 1000 ER RR 131 284 146 316 150 326 155 335 159 345 163 354 168 364 172 373 176 383 180 392 185 402 189 411 UE 1200 ER RR 186 340 207 378 213 389 220 401 226 412 232 424 239 435 245 446 251 458 257 469 264 481 270 492 UE 1400 ER RR 257 398 286 442 294 455 303 469 311 482 320 495 328 509 336 552 345 535 353 548 362 562 370 575 UE 1600 ER RR 337 455 374 506 385 521 396 535 407 552 418 567 429 582 440 597 451 612 462 628 473 643 484 658 * In accordance with PIANC.8 E1.9 95 10.5 100 10.0 136 UE 400 ER RR 21 113 23 126 24 130 24 134 25 137 26 141 27 145 27 149 28 153 29 156 29 160 30 164 UE 500 ER RR 32.indd 24 13/04/2011 2:45 PM .2 130 16.6 133 17.4 108 11.7 111 12.4 124 15.7 95 13.9 E2. Values are for a single element.4 108 13.4 E1. kN ] 120 100 60 120 40 80 100 60 20 40 20 0 0 5 10 15 20 25 30 35 Deflection (%) 40 45 50 Energy (%) Reaction (%) 80 0 60 55 57.0 E1.3 90 9.2 E1. 936 8 0.4 141 14.230 UE 550 ER RR 59 233 61 240 62 246 64 253 66 260 68 267 70 274 71 280 73 287 75 294 83 323 0.1 E/R UE 250 ER RR 12.5 E(%) 0 1 5 12 21 32 43 54 65 75 84 95 100 113 R(%) 0 23 47 69 87 97 100 97 90 85 84 92 100 121 Ri Ei Nominal rated deflection may vary at RPD.341 UE 800 ER RR 125 339 128 349 132 358 135 368 139 378 143 388 146 398 150 407 153 417 157 427 173 470 0.5 261 62 267 68.2 E2.368 UE 900 ER RR 158 381 162 392 167 403 171 414 176 426 181 437 185 448 190 459 194 470 199 481 219 529 0.indd 25 13/04/2011 2:45 PM .0 148 16. Di PIANC factors (from 3rd party witnessed Type Approval testing) Angle factor* Temperature factor Velocity factor Angle (°) AF Temperature (°C) TF Time (seconds) VF 0 1.5 174 22.882 1 1.3 117 12.1–23 UNIT ELEMENTS Rated Performance Data (RPD)* E2.183 UE 500 ER RR 48.5 165 21. Refer to p12–35.548 UE 1400 ER RR 381 592 392 610 404 627 415 644 426 662 437 679 448 696 460 713 471 731 482 748 530 823 0.461 UE 1200 ER RR 278 507 286 522 294 537 302 552 311 567 319 582 327 597 335 612 343 627 351 642 386 706 0.020 3 0.7 (see page 1–24). D1 = 57.2 127 13.6 E2.2 294 0.5 163 0.103 UE 300 ER RR 17.5 236 56 242 57.003 5 1. * G/H = 0.3 E2.8 134 14.005 23 1.5 62.002 6 1.001 5 0.143 -20 1.7 E2.0 170 21.1 138 14.276 UE 700 ER RR 95 296 98 305 100 313 103 322 106 331 109 340 112 349 114 357 117 366 120 375 132 413 0. 2011 SO14750_TMS_text.5 E2.0 E3.7 145 15.901 10 1.6 120 12.969 3 1.645 UE 1600 ER RR 499 678 513 697 528 717 542 736 557 756 572 776 586 795 601 815 615 834 630 854 693 939 0.8 E2.5 224 53 230 54.008 30 0. please ask.0 161 20.755 -10 1.2 196 0.1 E2.000 For steady state deceleration.099 15 0. [ Units: kNm.5 248 59 255 60.5 140 180 144 18.5 149 19.230 ≥10 1.878 0 1.186 8 1.9 124 13.319 UE 750 ER RR 109 318 112 328 115 337 118 347 122 356 125 365 128 375 131 384 134 394 137 403 151 443 0. © Trelleborg AB.5 211 50 217 51.818 20 0.4 E2.5% (refer to website for full angular tables).056 10 0. Refer to page 1–2 for further information.0 178 24. the compression time is: 2d t (seconds) = Vi d = fender deflection (mm) Vi = impact speed (mm/s) If compression time t<4s.737 * In accordance with PIANC.000 -30 1.5 131 13.000 4 1. Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN. 1000mm long.5 157 20.960 40 0.926 2 1.0 153 19.124 UE 400 ER RR 31 169 32 174 33 179 34 184 35 189 35 194 36 199 37 204 38 209 39 214 43 235 0.000 50 0.9 E3.414 UE 1000 ER RR 195 423 200 436 206 448 212 460 218 473 223 485 229 497 235 509 240 522 246 534 271 587 0. kN ] example Intermediate deflections D(%) 0 5 10 15 20 25 30 35 40 45 50 55 57.254 UE 600 ER RR 70 253 72 261 74 268 76 276 79 283 81 290 83 298 85 305 87 313 89 320 98 352 0. Values are for a single element. indd 26 13/04/2011 2:45 PM . Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN. Distances given in the above diagram are for guidance. berthing angles or other effects which may reduce clearances.65H† H 2P L L 2P G P WH WV P Unit Element fenders can support a lot of weight. F If the tensile load exceeds the rated reaction then tension chains may be required. please ask. 2011 SO14750_TMS_text. © Trelleborg AB.1–24 UE SYSTEMS Clearances Weight support capacity H 0. The table is a guide to the permitted weight of front panel before additional support chains may be required. If in doubt. * Always check edge distances to suit concrete grade and reinforcement. P UE 2P* H Element Pmin UE 250 – UE 300 30 UE 400 – UE 1600 50 Panel weight (kg) Single or multiple Single or multiple horizontal (n ≥ 1) vertical (n ≥ 1) E1 WH ≤ n × 690 × H × L WV ≤ n × 1230 × H × L E2 WH ≤ n × 900 × H × L WV ≤ n × 1600 × H × L E3 WH ≤ n × 1170 × H × L WV ≤ n × 2080 × H × L n = number of element pairs WH = panel weight – elements ‘V’ on elevation WV = panel weight – elements ‘V’ on plan Interpolate for other grades Fenders in tension [ Units: mm ] There must be enough space around and between Unit Element fenders and the steel panel to allow them to deflect without interference. Please ask for advice on the design of tension chains. † Dimension does no allow for bow flares. © Trelleborg AB.indd 27 13/04/2011 2:45 PM . 2011 SO14750_TMS_text.1–25 UE SYSTEMS Proven in practice Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN. The shield can be narrow or wide.1–26 UE V-FENDERS Pairs of Unit Elements can be combined with a UHMW-PE shield into a V-shape to make a simple. modular design Low-friction shield Non-marking face Reduced hull pressure Easy maintenance ) 5 1 Type V3 Applications B B B B Multi-user berths Small RoRo terminals Workboat berths Pontoon fenders Element Pmin UE 250 – UE 300 30 UE 400 – UE 1600 50 4 ( - ) 5 [ Units: mm ] Type V1 Type V2 Type V3 H S G S G S G P T Anchors UE 250 250 250 250 460 250 460 460 30 70 M20 UE 300 300 290 290 550 290 550 550 30 70 M24 UE 400 400 370 370 690 370 690 690 50 80 M24 UE 500 500 440 440 830 440 830 830 50 90 M30 UE 550 550 470 470 890 470 890 890 50 90 M30 UE 600 600 500 500 950 500 950 950 50 90 M30 UE 700 700 590 590 1130 590 1130 1130 50 100 M36 UE 750 750 620 620 1190 620 1190 1190 50 100 M36 UE 800 800 640 640 1230 640 1230 1230 50 100 M36 [ Units: mm ] Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN. Type V1 ( 4 - ) 1 5 Type V2 ( 4 Features B B B B B - Simple. economical and multi-purpose fender.indd 28 13/04/2011 2:45 PM . Please ask for advice about UE-V fenders which use UE 900 or larger elements. 2011 SO14750_TMS_text. and can also span several pairs of elements to make very long fenders. © Trelleborg AB. indd 29 13/04/2011 2:45 PM . 2011 SO14750_TMS_text. © Trelleborg AB.1–27 UE V-FENDERS Proven in practice Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN. providing reliable and trouble-free service for a wide variety of berths even under the most severe conditions. © Trelleborg AB.indd 30 13/04/2011 2:45 PM . 2011 SO14750_TMS_text. Features B B B B Simple one-piece design Strong and hard wearing Excellent shear performance Large range of standard sizes Applications B B B B RoRo berths General cargo Workboat harbours Barge and tug berths Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN. The AN-fender is a traditional rubber faced unit whilst the ANP-fender can be fitted with either UHMW-PE face pads or connected to a steel panel.1–28 ARCH FENDERS Arch fenders are simple and rugged. profiles and bolting patterns are available on request. Steel frame X Y 70–90 250–300 70–90 250–300 70–90 250–300 70–90 250–300 70–90 250–300 70–90 250–300 70–90 250–300 70–90 250–300 70–90 250–300 [Units: mm ] L Anchors 1000 6 No 1500 8 No 2000 10 No 2500 12 No 3000 14 No 3500 16 No Non-standard lengths. Refer to TMS.indd 31 13/04/2011 2:45 PM .1–29 ARCH FENDERS Lmax H A B W AN / ANP 150 3000 150 108 240 AN / ANP 200 3000 200 142 320 AN / ANP 250 3500 250 164 AN / ANP 300 3500 300 194 AN / ANP 400 3500 400 AN / ANP 500 3500 AN / ANP 600 3000 AN / ANP 800 AN / ANP 1000 Weight AN ANP F D K E P×Q Anchors 326 98 16–20 50 500 20 × 40 M16 28 35 422 130 18–25 50 500 25 × 50 M20 48 62 400 500 163 20–30 62. 2011 SO14750_TMS_text.5 500 28 × 56 M24 69 90 480 595 195 25–32 75 500 28 × 56 M24 107 128 266 640 808 260 25–32 100 500 35 × 70 M30 185 217 500 318 800 981 325 25–32 125 500 42 × 84 M36 278 352 600 373 960 1160 390 28–40 150 500 48 × 96 M42 411 488 3000 800 499 1300 1550 520 41–50 200 500 54 × 108 M48 770 871 3000 1000 580 1550 1850 650 50–62 250 500 54 × 108 M48 1289 1390 [Units: mm. © Trelleborg AB. kg/m ] H AN Arch fender E K E D K B W F A ANP Arch fender X Q Y P T V C U L (≤Lmax) ANP 150 ANP 200 ANP 250 ANP 300 ANP 400 ANP 500 ANP 600 ANP 800 ANP 1000 U 49 65 45 50 60 65 65 70 80 V 0 0 73 95 140 195 260 380 490 C 20–30 30–45 30–45 30–45 30–50 30–50 35–60 50–70 50–70 X 60–70 60–70 70–85 70–85 70–85 70–85 70–85 70–85 70–85 UHMW-PE face pads Y T Bolt size 330–410 30 M16 330–410 30 M16 330–410 30 M16 330–410 40 M16 330–410 40 M16 330–410 50 M20 330–410 50 M20 330–410 60 M24 330–410 60 M24 Larger bolts are required when connecting ANP fenders to steel panels. Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN. 817 20 0. PIANC factors (from 3rd party witnessed Type Approval testing) Angle factor Temperature factor Velocity factor Angle (°) AF Temperature (°C) TF Time (seconds) VF 0 1.5% 40 20 0 0 5 Energy (%) Reaction (%) 100 *In Accordance with PIANC.1–30 AN FENDER Rated Performance Data (RPD)* 160 140 120 E1.056 0 1.926 2 1.2 372 82.0 4.5 211 AN 300 ER 17.186 8 1.939 10 0.6 96. please ask. Refer to page 1–2 for further information.0 128 11.2 6.0 256 46. 2011 SO14750_TMS_text. Refer to p12–35.535 -10 1.4 321 72.882 1 1.6 160 18.004 23 1.952 0.963 40 0.6 8.0 E1.3 297 52.014 3 0.4 127 AN 200 ER 7.6 149 13.5 E3.0 5.6 RR 98.indd 32 13/04/2011 2:45 PM .1 169 AN 250 ER 11.8 170 22.5 RR 197 35.5 E2.9 385 103 446 116 507 AN 800 ER RR 122 394 141 454 160 513 185 594 210 675 AN 1000 ER RR 191 493 221 567 250 641 289 743 328 844 80 60 120 100 80 60 40 20 0 10 15 20 25 30 35 40 45 50 55 Deflection (%) 51. © Trelleborg AB. the compression time is: 2d t (seconds) = Vi d = fender deflection (mm) Vi = impact speed (mm/s) If compression time t<4s.000 -30 1.3 341 89.0 422 AN 600 ER 68.230 ≥10 1.5 338 AN 500 ER 47. kNm ] example Intermediate deflections Di (%) 0 5 10 15 20 25 30 35 40 45 50 51.969 3 1.000 50 0.6 RR 247 55.1 5.6 RR 296 79.5 55 Ei (%) 0 1 6 14 25 37 50 63 74 85 96 100 111 Ri (%) 0 24 51 73 89 98 100 96 89 82 91 100 141 Ri Di Nominal rated deflection may vary at RPD.3 ER AN 150 RR 74. Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN.5 112 7.003 6 1.1 RR 148 19.8 113 10.5 253 AN 400 ER 30.0 223 29. Performance per metre length.3 227 40. [ Units: kN.0 284 62.000 4 1.5 192 26.0 85.1 186 20.002 5 8 Ei 0.000 For steady state deceleration.099 5 1.9 RR 123 13.924 15 0.8 142 15.005 30 0.143 -20 1.0 E2.003 10 1. 4 136 13 154 14.794 15 0.indd 33 13/04/2011 2:45 PM .8 273 51.9 443 105 500 ANP 600 ER 89.5 266 37.882 1 1.143 -20 1.0 E2.1–31 ANP FENDER Rated Performance Data (RPD)* 140 120 E1.002 23 1. Performance per metre length.099 5 1.5 341 80.5 150 ANP 200 ER RR 9.3 115 8.5 E3.529 -10 1.840 10 0.2 192 23.4 133 9. PIANC factors (from 3rd party witnessed Type Approval testing) Angle factor Temperature factor Velocity factor Angle (°) AF Temperature (°C) TF Time (seconds) VF 0 1.969 3 1.7 308 59.186 8 1.8 6.1 RR 296 71.5 E2.000 -30 1.001 10 1.0 E1.3 RR 355 103 409 116 462 134 531 151 600 ANP 800 ER RR 159 473 183 544 207 615 238 708 269 800 ANP 1000 ER RR 249 592 286 681 323 769 372 420 885 1000 Reaction (%) 100 80 140 60 120 80 40 60 40 20 Energy (%) 100 20 0 0 0 5 10 15 20 25 30 35 40 45 50 55 54% Deflection (%) *In Accordance with PIANC.8 RR 237 45.8 385 92. © Trelleborg AB.0 ER 5. Refer to page 1–2 for further information.000 For steady state deceleration.8 300 ANP 400 ER 39.230 ≥10 1.5 Ei (%) 0 1 6 13 23 34 46 58 70 81 91 100 110 Ri (%) 0 23 49 71 87 96 100 98 92 84 84 100 139 Ri Di Nominal rated deflection may vary at RPD. [ Units: kN. Refer to p12–35.9 170 20.6 RR 148 17.5 102 7. 2011 SO14750_TMS_text.4 RR 178 25.000 5 8 Ei 0.3 221 26.003 30 0.8 200 ANP 250 ER 15. please ask.9 177 16.056 0 1.8 205 29. Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN.5 354 67. the compression time is: 2d t (seconds) = Vi d = fender deflection (mm) Vi = impact speed (mm/s) If compression time t<4s.1 231 33.3 250 ANP 300 ER 22.905 0.6 ANP 150 RR 88.9 118 11. kNm ] example Intermediate deflections Di (%) 0 5 10 15 20 25 30 35 40 45 50 54 57.000 50 0.945 40 0.000 6 1.2 400 ANP 500 ER 62.000 4 1.669 20 0.008 3 0.926 2 1. 2011 SO14750_TMS_text. easily installed solution to prevent damage from smaller vessels.25H H B D W Dimensions H Fender Bars L W B D F J K M Anchors Weight CA 150 150 1000 300 240 25 95 110 690 237 8 × M20 80 CA 250 250 750 500 410 40 160 130 420 262 8 × M24 142 CA 300 300 625 600 490 44 190 140 360 200 8 × M30 208 [ Units: mm. kg ] Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN. Corner Arch fenders are available in three standard sizes and provide a simple. © Trelleborg AB.1–32 CORNER ARCH Berth corners are very difficult to protect. Other corner fender solutions L F Donut M L K Wheels J 0.indd 34 13/04/2011 2:45 PM . 2011 SO14750_TMS_text.1–33 ARCH FENDERS Proven in practice Standard manufacturing and performance tolerances apply (see pages 12–36 to 12–39) M1100-S01-V1-3-EN.indd 35 13/04/2011 2:45 PM . © Trelleborg AB. SO14750_TMS_text.indd 36 13/04/2011 2:45 PM .