FenderSystems - Pembangkitlistrik

SCK Cell Fenders Rated Performance Data* (RPD) SCK 400H SCK 500H SCK 630H SCK 800H SCK 1000H SCK 1150H SCK 1250H SCK 1450H SCK 1600H SCK 1700H SCK 2000H SCK 2250H SCK 2500H SCK 3000H 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 E0.9 E1.0 E1.5 E2.0 E2.5 E3.0 E3.1 9 50 17 79 34 124 67 190 138 314 210 416 269 491 421 661 566 805 678 908 1104 1258 1854 1876 2544 2317 3795 3310 10 56 19 87 38 137 75 211 153 349 233 462 299 545 468 734 629 894 753 1009 1227 1397 2060 2085 2826 2574 4217 3678 13 74 25 115 50 180 100 283 201 458 306 606 393 716 614 969 825 1174 989 1325 1610 1833 2606 2637 3575 3256 5394 4683 16 91 30 142 62 224 124 355 249 568 379 750 486 887 760 1193 1021 1453 1225 1641 1994 2268 3151 3189 4323 3937 6571 5688 18 104 35 163 71 257 144 409 286 653 436 863 559 1020 874 1372 1174 1671 1408 1886 2293 2605 3624 3668 4971 4528 7525 6526 21 118 39 184 80 290 163 464 324 737 492 976 633 1153 988 1551 1327 1889 1592 2132 2592 2942 4096 4146 5619 5119 8479 7363 23 129 43 203 88 319 179 510 356 811 541 1073 696 1269 1086 1707 1460 2078 1751 2345 2851 3236 4506 4561 6181 5631 9327 8099 * Reference testing to Design & Testing Manual. Tested at 2 - 8 cm/min speed. Tolerance 10%. E/R ( ) 0.174 0.213 0.277 0.351 0.438 0.505 0.548 0.637 0.702 0.746 0.879 0.988 1.098 1.152 [Units: kNm, kN] Example of how to calculate performance of intermediate grade by interpolation: SCK 1600 E2.3 RR 1453 0.6 x (1671 - 1453) 1584kN ER 1021 0.6 x (1174 - 1021) 1113kNm Other intermediate grades are available to suit your specific requirements. Please contact your local offices. Generic curve shown. Actual curve geometry may vary depending on grade, temperature, velocity and angle. Intermediate Deflections Di (%) 0 5 10 15 20 25 30 35 40 45 50 52.5 55 Ei (%) 0 2 7 16 26 38 50 61 72 83 94 100 106 Ri (%) 0 32 60 81 94 99 99 96 92 92 96 100 106 Nominal rated deflection may vary at RPD. Refer to Design and Testing Manual. Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. M1100-S01-V1-3-EN Trelleborg AB, 2013 14

SCK Cell Fenders Clearances Weight support Cell fenders can support a lot of static weight. The table is a guide to the permitted weight of front panel before additional support chains may be required. *does not allow for bow flares SCK Single or multiple horizontal (n 1) Multiple vertical (n 2) E1 WH n 1.0 W WV n 1.25 W E2 WH n 1.3 W WV n 1.75 W H 800 There must be enough space around and between the Cell fenders and the steel panel to allow them to deflect without interference. E3 WH n 1.5 W WV n 2.25 W E1 WH n 11 W 0.6 WV n 13.75 W 0.6 Distances given in the above diagram are for guidance. If in doubt, please ask. E2 WH n 19 W 0.6 WV n 23.75 W 0.6 1000 E2 WH n 25 W 0.6 WV n 31.25 W 0.6 SCK (H) Edge (A) Centres (B) 400 480 700 500 510 700 630 600 880 800 700 1120 1000 850 1500 1150 990 1730 1250 1060 1870 1450 1200 2180 1600 1270 2400 1700 1470 2550 2000 1560 2880 2250 1710 3360 2500 1910 3730 3000 2240 4500 n number of Cell fenders. W SCK weight WH panel weight (single or multi-horizontal) WV panel weight (single or multi-vertical) Interpolate for other grades If the tensile load exceeds the rated reaction then tension chains may be required. Please ask for advice on the design of tension chains. [Units: mm] Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. 15 M1100-S01-V1-3-EN Trelleborg AB, 2013

SCK Cell Fenders, CT8, Hong Kong 16

Parallel Motion Fenders Fender Systems Parallel Motion Fenders Parallel Motion technology can reduce reaction forces by up to 60% compared with traditional designs. The panel always remains vertical but can cope with large berthing angles – even at 20 there is usually no loss in energy absorption. Parallel Motion is a specialist fender system and its selection can only be used in consultation with local offices. Features Applications Ultra-low reaction RoRo and fast ferry berths Non-tilt frontal panel LNG and tanker terminals No performance loss at large berthing angles Naval facilities Easy and fast to install High tidal zones Monopile or ‘soft’ structures Minimal maintenance Parellel Motion Fenders, Sweden Increasing energy, reducing reaction By using two Super Cones back-to-back, the deflection and energy both increase whilst reaction forces stay low. Reduced loads compared to conventional fenders mean less stress in the structure, allowing smaller piles and less concrete to be used. As Parallel Motion Fenders are mostly preassembled in the factory, installation is simple and fast. Maintenance is minimal too – contributing to the low service life cost of Parallel Motion technology. 17

Proven in practice 1 4 5 2 6 3 7 8 1. United Kingdom 2. United Kingdom 3. United Kingdom 4. Sweden 5. Sweden 6. Qatar 7. Norway 8. Denmark 18

Parallel Motion Fenders Comparison of PMF and conventional fenders E (kNm) Type Parallel Motion Fender PMF1200 (E3.1 & E1.9) Super Cone 2 SCN1200 (E2.7) Cell Fender 2 SCK1450 (E2.9) 20 R (kN) 0 10 20 RPD 1957 1957 1957 1848 100% 1958 1958 1449 3147 43% 1930 1704 1258 3032 39% Relative Efficiency at 20º angle compared to PMF 1 ubber fender units R Shown here are two Super Cones mounted in a back-toback ‘Twin-Series’ configuration. 2 Closed box panel (frame) Fully sealed, pressure tested design. Shown with optional lead-in bevels which are designed to suit each case. 3 orsion tube and arm assembly T Also closed-box construction, the tube and arms keep the panel vertical whatever level impact loads are applied. 4 Hinge units The maintenance-free stainless steel pins and bearings allow free rotation to accommodate berthing angles, also eliminating moments in the hinge pin. 5 HMW-PE face pads U Trelleborg ‘Double Sintered’ UHMW-PE face pads are standard to minimise friction and maximise service intervals. 6 Check chains Check chains (optional) act as rope deflectors to stop ropes from snagging, and to help with some large angle berthings. 7 ile jackets (optional) P Purpose designed for every project, pile jackets are factory built for a perfect fit to the fender on-site. They can strengthen the structure and double as a corrosion barrier in the vulnerable splash zone. Jackets are also available for monopile systems. Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. 19 20 M1100-S01-V1-3-EN Trelleborg AB, 2013

Parallel Motion Fenders, Sweden 20

Leg Fenders Fender Systems Leg Fenders Leg fenders provide an extremely compact solution, ideal for when fenders need to be mounted in a limited area. These versatile fenders have a modular design and are available as Unit Elements, UE V- Fenders, MV Elements, MV V-Fenders and MI Elements solutions. Fender Unit Elements Features Application Versatile modular system Container terminals Highly efficient shape Tanker Berths Symmetrical or asymmetrical fixings RoRo and cruise ships Strong in lengthwise shear Dolphins and monopiles Easy to install Bulk and general cargo berths Low maintenance Fender walls Small craft berths UE V-Fenders Simple, modular design Multi-user berths Low-friction shield Small RoRo terminals Non-marking face Workboat berths Reduced hull pressure Pontoon fenders Easy maintenance Modular design system Many standard sizes High performance geometry MV Elements Recessed fixings Long life, low maintenance All vessel types which use the following systems: Fender piles V-fenders Multiple fenders Pivot pillars Parallel Motion (Torsion Arm) MV V-Fenders Simple, modular design General cargo quays Low-friction shield Berthing dolphins Non-marking face Pontoon fendering Reduced hull pressure Passenger ferry berths Easy maintenance Offshore platforms Long fender walls MI-2000 Elements Modular design system Ideal for larger vessels including: Choice of lengths and rubber grades Tankers and LNG ships High performance and efficiency Bulk carriers Long life, low maintenance Post-Panamax containers Mega cruise ships 21

Proven in practice 1 4 5 2 6 3 7 8 1. Sweden 2. Norway 3. Oman 4. Denmark 5. Dubai, UAE 6. Singapore 7. Dubai, UAE 8. Sweden 22

Unit Elements Dimensions Element UE250 UE300 UE400 UE500 UE550 UE600 UE700 UE750 UE800 UE900 UE1000 UE1200 UE1400 UE1600 H A B* C* D F J M W K E Anchors Weight 250 300 400 500 550 600 700 750 800 900 1000 1200 1400 1600 109 130 165 195 210 225 270 285 300 335 365 435 495 565 114 138 187 229 252 275 321 344 366 412 458 557 642 733 71 84 102 119 126 133 163 170 178 198 212 252 281 321 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 50–65 152 184 248 306 336 366 428 458 488 550 610 748 856 978 33 38 41 42 42 42 56 56 56 60 60 61 67 76 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 75–100 218 260 330 390 420 450 540 570 600 670 730 870 990 1130 50 50 250 250 250 250 250 250 250 250 250 250 250 250 300 300 500 500 500 500 500 500 500 500 500 500 500 500 M20 M24 M24 M30 M30 M30 M36 M36 M36 M42 M42 M48 M48 M56 38 54 89 135 153 179 247 298 338 410 509 717 948 1236 * Asymmetrical bolting version only [Units: mm, kg/m] Unit Elements are high-performance modular rubber fenders. Elements are versatile and can be combined in unlimited combinations of length and direction. Asymmetrical bolting The simplest Unit Element system is the UE-V fender, with pairs of legs and a UHMW-PE non-marking shield. For heavy duty applications Unit Elements are combined with a steel panel (frame) which can cope with belting, bow flares, low hull pressures and high tides. Symmetrical bolting Element lengths H UE250 L 600 750 900 1000 1200 1400 1500 1800 2000 Max 2800 UE300 2000 UE400 2000 UE 500–UE 550 1500 UE 600–UE 800 2000 UE 900–UE 1200 1500 UE1400 2000 UE1600 2000 [Units: mm] preferred lengths typical non-standard lengths For elements with L/H 1.0 or non-standard lengths, please ask for advice. Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. 23 RPD is reported at: – 2 - 8 cm/min constant test speed – 23ºC 5ºC temperature – 0º compression angle Performance to meet local specified conditions is typically adjusted for velocity, angle and temperature. Please refer to Design Manual for more information on Velocity, Temperature and Angle Correction factors. M1100-S01-V1-3-EN Trelleborg AB, 2013

Unit Elements Rated Performance Data* (RPD) UE 250 UE 300 UE 400 UE 500 UE 550 UE 600 UE 700 UE 750 UE 800 UE 900 UE 1000 UE 1200 UE 1400 UE 1600 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 E0.9 E1.0 E1.5 E2.0 E2.5 E3.0 E3.1 8 79 12 95 21 113 32 142 40 157 47 171 63 199 73 214 84 228 106 256 131 284 186 340 257 398 337 455 9 88 13 105 23 126 36 158 44 174 52 190 70 221 81 238 93 253 118 284 146 316 207 378 286 442 374 506 11 100 15 121 27 145 42 182 51 200 60 218 81 254 94 274 107 291 136 327 168 364 239 435 328 509 429 582 12 113 17 136 30 164 47 205 57 226 68 246 92 287 106 309 121 329 153 370 189 411 270 492 370 575 484 658 14 131 20 157 35 189 55 236 66 260 79 283 106 331 122 356 139 378 176 426 218 473 311 567 426 662 557 756 15 148 22 178 39 214 62 267 75 294 89 320 120 375 137 403 157 427 199 481 246 534 351 642 482 748 630 854 17 163 24 196 43 235 68 294 83 323 98 352 132 413 151 443 173 470 219 529 271 587 386 706 530 823 693 939 * Reference testing to Design & Testing Manual. Per leg per meter. Tested at 2 - 8 cm/min speed. Tolerance 10%. Values are for a single element, 1000mm long. E/R(ε) 0.103 0.124 0.183 0.230 0.254 0.276 0.319 0.341 0.368 0.414 0.461 0.548 0.645 0.737 [Units: kNm, kN] Example of how to calculate performance of intermediate grade by interpolation: UE1000 E2.3 RR 411 0.6 x (473 - 411) 448kN ER 189 0.6 x (218 - 189) 206kNm Other intermediate grades are available to suit your specific requirements. Please contact your local offices. Generic curve shown. Actual curve geometry may vary depending on grade, temperature, velocity and angle. Intermediate Deflections Di (%) 0 5 10 15 20 25 30 35 40 45 50 55 57.5 62.5 Ei (%) 0 1 5 12 21 32 43 54 65 75 84 95 100 113 Ri (%) 0 23 47 69 87 97 100 97 90 85 84 92 100 121 Nominal rated deflection may vary at RPD. Refer to Design and Testing Manual. Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. M1100-S01-V1-3-EN Trelleborg AB, 2013 24

Unit Elements Clearances Weight support capacity (Min) Unit Element fenders can support a lot of weight. The table is a guide to the permitted weight of front panel before additional support chains may be required. Panel weight (kg) UE Single or multiple horizontal (n 1) Single or multiple 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 Element Pmin UE 250 – UE 300 30 UE 400 – UE 1600 50 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. Distances given in the above diagram are for guidance. Please ask if in doubt. * Always check edge distances to suit concrete grade and reinforcement. † Dimension does not allow for bow flares, berthing angles or other effects which may reduce clearances. If the tensile load exceeds the rated reaction then tension chains may be required. Please ask for advice on the design of tension chains. Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. 25 M1100-S01-V1-3-EN Trelleborg AB, 2013

Unit Elements UE V-Fenders Pairs of Unit Elements can be combined with a UHMW-PE shield into a V-shape to make a simple, economical and multi-purpose fender. The shield can be narrow or wide, and can also span several pairs of elements to make very long fenders. Please ask for advice about UE-V fenders which use UE 900 or larger elements. Type V1 Type V2 Type V3 Element Pmin UE 250 – UE 300 30 UE 400 – UE 1600 50 [Units: mm] Type V1 UE 250 UE 300 UE 400 UE 500 UE 550 UE 600 UE 700 UE 750 UE 800 Type V2 Type V3 H S G S G S G P T Anchors 250 300 400 500 550 600 700 750 800 250 290 370 440 470 500 590 620 640 250 290 370 440 470 500 590 620 640 460 550 690 830 890 950 1130 1190 1230 250 290 370 440 470 500 590 620 640 460 550 690 830 890 950 1130 1190 1230 460 550 690 830 890 950 1130 1190 1230 30 30 50 50 50 50 50 50 50 70 70 80 90 90 90 100 100 100 M20 M24 M24 M30 M30 M30 M36 M36 M36 [Units: mm] Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. M1100-S01-V1-3-EN Trelleborg AB, 2013 26

MV Elements Dimensions L B C D E F G J T Anchor Holes Weight 2 2 27 3 3 41 4 4 54 5 5 68 2 2 50 2 2 66 3 3 99 4 4 132 2500 5 5 165 3000 6 6 198 2 2 84 2 2 111 3 3 167 4 4 222 2500 5 5 278 3000 6 6 334 2 2 100 2 2 132 3 3 200 2 2 115 2 2 153 3 3 230 2 2 180 2 2 239 3 3 359 2 2 214 2 2 268 3 3 402 4 4 536 600 *MV300 900 1200 150 300 150 300 94 93 47 17 M20 1500 750 125 125 1000 MV400 1500 2000 750 250 500 125 250 500 125 124 63 17 M24 125 1000 MV500 1500 2000 750 MV550 1000 1500 750 MV600 1000 1500 750 MV750 1000 1500 800 MV800 250 125 250 250 500 500 142 87 20 M30 250 500 172 170 87 20 M30 250 500 188 199 87 20 M30 125 500 150 250 158 125 125 250 250 500 125 125 1000 1500 500 250 500 235 230 118 26 M36 150 500 250 500 250 240 129 26 M36 2000 MV1000 800 150 150 2 2 346 850 175 175 2 2 368 900 200 200 2 2 389 950 225 225 2 2 411 1000 250 250 2 2 432 1050 275 2 2 454 1100 300 300 2 2 476 1150 325 325 2 2 497 1200 350 350 2 2 519 250 250 3 3 648 4 4 864 1500 2000 500 275 500 322 310 162 *MV300 elements up to 3000mm length available on request. Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. 27 31 M42 [Units: mm, kg] M1100-S01-V1-3-EN Trelleborg AB, 2013

MV Elements Dimensions MV1250 L B 800 150 850 Holes Weight 150 2 2 511 175 175 2 2 543 900 200 200 2 2 575 950 225 225 2 2 607 1000 250 250 2 2 639 1050 275 2 2 671 1100 300 2 2 703 1150 325 325 2 2 735 1200 350 350 2 2 767 1250 375 375 2 2 799 250 250 3 3 959 4 4 1278 900 200 200 2 2 786 1000 250 250 2 2 873 1100 300 2 2 960 1200 350 2 2 1048 3 3 1310 4 4 1746 1500 2000 MV1450 1500 500 500 D 275 300 300 350 E 500 500 F 401 454 G 388 445 J 202 228 T 36 41 Anchor M48 M48 250 250 1000 250 250 2 2 1114 1100 300 300 2 2 1226 1200 350 2 2 1337 3 3 1671 4 4 2228 2000 MV1600 C 1500 2000 250 500 350 500 507 480 261 250 50 M56 [Units: mm, kg] Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. M1100-S01-V1-3-EN Trelleborg AB, 2013 28

MV Elements Rated Performance Data (RPD) MV-elements are the foundation of many fender systems. These modular units are compression moulded from a high performance polymer which resists attack from ultraviolet light, ozone and immersion in seawater for long service life and low maintenance. Available in a full range of sizes, the geometry of the MV-element has been optimised for maximum energy absorption per unit volume of rubber combined with a low reaction force. Fully encapsulated steel mounting plates are vulcanised inside the MV-element to allow easy fixing. Bolts are located centrally on the base flanges to reduce stresses, but being recessed into pockets the fixings are well protected from damage. L MV300 MV400 MV500 MV550 MV600 MV750 MV800 RPD is reported at: – 150 mm/sec (initial berthing speed) – 23ºC 5ºC temperature – 0º compression angle All MV/MI/MV-V fender performances are based on decreasing velocity (DV) method compression testing of full size elements. Please refer to Design Manual for more information on Velocity, Temperature and Angle Correction factors. MV1000 MV1250 MV1450 MV1600 600 900 1200 1500 750 1000 1500 2000 2500 3000 750 1000 1500 2000 750 1000 1500 750 1000 1500 750 1000 1500 800 1000 1500 2000 800 850 900 950 1000 1050 1100 1150 1200 1500 2000 800 850 900 950 1000 1050 1100 1150 1200 1250 1500 2000 900 1000 1100 1200 1500 2000 1000 1100

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 1370 65-90 60-70 2040 1195 8 m48 210 3105