T rel l eb o r g M A RINE SYS T EMS

Fender Systems

Connect with the Performance People The demanding nature of commercial ports and terminals means you need to connect with a partner that provides much more than technically superior products and technologies.

1

You need to work with a partner that combines best practice expertise gained through worldwide experience with a deep understanding of local requirements and regulations.

Connect with a partner that provides Performance Assurance services from conception to completion of every project and beyond to maintain and enhance port and vessel performance.

This global reach combined with feet on the ground local presence helps to make Trelleborg the Performance People that ensure solutions continually enhance your operations.

Connect with the Performance People, Trelleborg Marine Systems.

Contents F E N D E R S yste m s O v er v i e w

3

SUPER CONE FENDERS

5

SCK CELL FENDERS

11

PA R A L L E L M O T I O N F E N D E R S

17

L e g F e nders UNIT ELEMENTS U E V - F ende R S MV E L E M E N T S MV V - F E N D E R S M i ele m ents

21

S uper A rc h F enders

35

U HMW - P E

39

A ccessor i es 4 1

2

Fender Systems Trelleborg Marine Systems is a world leader in the design and manufacture of advanced marine fender systems. For the very best end-to-end solutions and peace of mind that your fenders meet your specification, connect with the Performance People at Trelleborg Marine Systems. We promise the best design and materials for a low maintenance, long service life whatever your working demands and environmental conditions.

Trelleborg’s high-performance solutions combine low reaction force and hull pressure with good angular performance and rugged construction. High performance fenders are used wherever demands are greatest: LNG and oil terminals, container quays, RoRo berths and bulk cargo facilities. Connect with the Performance People at Trelleborg Marine Systems.

Super Cone Fenders, United Arad Emirates

3

WHAT END-TO-END REALLY MEANS When you choose Trelleborg you ensure your expectations will be met, because we deliver a truly end-to-end service – retaining vigilance and full control at every stage. C O N S U LTAT I O N Consultation to assist you at the earliest stage of your project, with full technical support available from our global office network

CONCEPT Conceptual design in our local office – with full knowledge of local standards and regulations, delivered in your language DESIGN Concepts taken to our global design center in India where our team generates 3D CAD designs, applicationengineering drawings, bill of materials, Finite Engineering Analysis and calculations M A N U FA C T U R E Designs for all components sent to appropriate Trelleborg manufacturing facilities. Steel fabricated by trusted partner and rubber is manufactured in Trelleborg facilities TESTING Full testing conducted routinely during all stages of manufacture, from labratory tests on material samples to full scale Factory Acceptance Tests

INSTALL ATION Dedicated project management from solution design right the way through to on site installation support

MAINTENANCE Full after sales support, including product training, operator training, spare parts and maintenance program

4

Super Cone Fenders Super Cones are the latest generation of fenders, with optimal performance and efficiency. The conical body shape makes the SCN very stable even at large compression angles, and provides excellent shear strength. With overload stops the Super Cone is even more resistant to overcompression.

Features

Applications

Highly efficient geometry

General cargo berths

Minimal performance loss even at large berthing angles

Bulk terminals

Stable shape resists shear Wide choice of rubber grades

Oil and LNG facilities Container berths RoRo and cruise terminals Parallel motion systems Monopiles and dolphins

Super Cone Fenders, Bahrain

5

Proven in practice 1

4 5

2 6 3

7 8

1. Philippines 2. Italy 3. Singapore 4. Saudi Arabia 5. USA 6. Sweden 7. United Kingdom 8. Qatar

6

Super Cone Fenders Dimensions

SCN 300 SCN 350 SCN 400 SCN 500 SCN 550 SCN 600 SCN 700 SCN 800 SCN 860 SCN 900 SCN 950 SCN 1000 SCN 1050 SCN 1100 SCN 1200 SCN 1300 SCN 1400 SCN 1600 SCN 1800 SCN 2000 SCN 2250 SCN 2500

H

ØW

ØU

C

D

ØB

ØS

Anchors/ Head bolts

Zmin

Weight

300 350 400 500 550 600 700 800 860 900 950 1000 1050 1100 1200 1300 1400 1600 1800 2000 2250 2500

500 570 650 800 880 960 1120 1280 1376 1440 1520 1600 1680 1760 1920 2080 2240 2560 2880 3200 3600 4000

295 330 390 490 540 590 685 785 845 885 930 980 1030 1080 1175 1275 1370 1570 1765 1955 2205 2450

27–37 27–37 30–40 32–42 32–42 40–52 40–52 40–52 40–52 40–52 40–52 50–65 50–65 50–65 57–80 65–90 65–90 65–90 75–100 80–105 100–120 120–150

20–25 20–25 20–28 30–38 30–38 35–42 35–42 35–42 35–42 35–42 40–50 40–50 45–55 50–58 50–58 50–58 60–70 70–80 70–80 90–105 100–110 100–120

440 510 585 730 790 875 1020 1165 1250 1313 1390 1460 1530 1605 1750 1900 2040 2335 2625 2920 3285 3650

255 275 340 425 470 515 600 685 735 770 815 855 900 940 1025 1100 1195 1365 1540 1710 1930 2150

4 × M20 4 × M20 4 × M24 4 × M24 4 × M24 4 × M30 4 × M30 6 × M30 6 × M30 6 × M30 6 × M30 6 × M36 6 × M36 8 × M36 8 × M42 8 × M48 8 × M48 8 × M48 10 × M56 10 × M56 12 × M76 12 × M76

45 52 60 75 82 90 105 120 130 135 142 150 157 165 180 195 210 240 270 300 335 375

40 50 76 160 210 270 411 606 750 841 980 1125 1360 1567 2028 2455 3105 4645 6618 9560 13,500 18,500



[Units: mm, kg]

Size Some SCN sizes have a modified flange for reduced shipping dimensions.

V

SCN 950

1440

SCN 1400

2180

SCN 1600

2390

SCN 1800

2700 [Units: mm]

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.

* Contact Trelleborg Marine Systems’ local offices Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. M1100-S01-V1-3-EN © Trelleborg AB, 2013 7

Super Cone Fenders Rated Performance Data* (RPD) E0.9

E1.0

E1.5

E2.0

8 9 10 12 ER SCN 300 RR 49 54 63 76 13 14 16 19 ER SCN 350 RR 67 74 86 103 19 21 24 28 ER SCN 400 RR 87 97 113 135 37 41 47 54 ER SCN 500 RR 137 152 177 212 49 54 63 72 ER SCN 550 RR 165 183 214 256 63 70 80 90 ER SCN 600 RR 189 210 240 282 117 130 148 165 ER SCN 700 RR 280 311 352 412 171 190 218 245 ER SCN 800 RR 359 399 457 538 215 239 270 302 ER SCN 860 RR 418 465 525 614 248 275 310 345 ER SCN 900 RR 462 513 578 673 ER 289 322 364 407 SCN 950 RR 511 568 644 753 ER 338 375 425 475 SCN 1000 RR 567 630 713 834 392 435 493 550 ER SCN 1050 RR 626 695 787 919 450 500 568 635 ER SCN 1100 RR 685 761 864 1011 585 650 738 825 ER SCN 1200 RR 818 909 1031 1206 743 825 935 1045 ER SCN 1300 RR 958 1064 1206 1409 927 1030 1168 1305 ER SCN 1400 RR 1112 1235 1400 1636 1382 1535 1743 1950 ER SCN 1600 RR 1447 1608 1826 2136 1967 2185 2480 2775 ER SCN 1800 RR 1835 2039 2314 2707 2700 3000 3400 3800 ER SCN 2000 RR 2260 2511 2846 3325 3844 4271 4841 5411 ER SCN 2250 RR 2872 3191 3616 4226 4641 5156 5844 6531 ER SCN 2500 RR 3121 3468 3930 4592 * Reference testing to Design & Testing Manual. Tested at 2 - 8 cm/min speed. Tolerance ± 10%.

E2.5

E3.0

13 87 21 118 31 155 61 243 81 293 105 335 185 471 278 621 343 710 393 780 463 871 540 965 625 1064 720 1168 935 1392 1188 1631 1483 1893 2215 2471 3153 3132 4320 3850 6151 4893 7425 5317

14 101 23 138 35 181 68 283 90 341 120 402 205 547 310 727 385 836 440 917 519 1024 605 1134 700 1249 805 1369 1045 1631 1330 1916 1660 2223 2480 2901 3530 3677 4840 4523 6891 5748 8319 6246

E3.1 16 111 25 151 38 199 74 311 99 375 132 442 226 601 341 800 423 919 484 1008 571 1126 666 1247 770 1374 886 1506 1150 1794 1463 2107 1826 2445 2728 3191 3883 4045 5324 4975 7580 6323 9151 6871 [Units: kNm, kN]

^Example

of how to calculate performance of intermediate grade by interpolation:

SCN 1000 E1.7 RR = 713 + 0.4 x (834 - 713) = 761kN ER = 425 + 0.4 x (475 - 425) = 445kNm ^ 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

60

65

70

72

75

Ei (%)

0

1

4

8

15

22

31

40

50

59

67

75

82

89

96

100

106

Ri (%)

0

19

39

59

75

89

97

100

98

92

84

77

73

77

91

100

118

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 8

Super Cone Fenders Clearances

Weight support (Min)

Super Cone 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

There must be enough space around and between Super Cone fenders and the steel panel to allow them to deflect without interference. Distances given in the above diagram are for guidance. Please enquire if in doubt.

Panel weight (kg) SCN

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 × 1.625 × W

E3

WH ≤ n × 1.5 × W

WV ≤ n × 1.875 × W

n = number of Super Cones. W = Super Cone weight WH = panel weight (single or multi-horizontal) WV = panel weight (single or multi-vertical) Interpolate for other grades. Refer to your local office when Super Cone direction is reversed.

Tension 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. M1100-S01-V1-3-EN © Trelleborg AB, 2013 9

Super Cone Fenders, Bahrain 10

SCK Cell Fenders SCK Cell fenders have a very long track record and remain popular because of their simplicity, high performance and strength. They come in a wide range of standard sizes and are interchangeable with many older cell fender types.

Features

Applications

High performance

Oil and LNG facilities

Can support large panels

Bulk terminals

Strong, well-proven design

Offshore platforms

Ideal for low hull pressure systems

Container berths RoRo and cruise terminals Multi-user berths

SCK System, Saudi Arabia

11

Proven in practice 1

4 5

2 6 3

7 8

1. Singapore 2. Djibouti 3. Italy 4. Singapore 5. Vietnam 6. Netherlands 7. United Kingdom 8. Venezuela

12

SCK Cell Fenders Dimensions H

ØW

ØB

D

d

Anchors/ head bolts

Weight

SCK 400H

400

650

550

25

30

4 × M20

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, kg]

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.

Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. M1100-S01-V1-3-EN © Trelleborg AB, 2013 13

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

There must be enough space around and between the Cell fenders and the steel panel to allow them to deflect without interference. Distances given in the above diagram are for guidance. If in doubt, please ask. 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 [Units: mm]

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

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

E2

WH ≤ n × 19 × W 0.6

WV ≤ n × 23.75 × W 0.6

E2

WH ≤ n × 25 × W 0.6

WV ≤ n × 31.25 × W 0.6

H

≤ 800

≥ 1000

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.

Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. M1100-S01-V1-3-EN © Trelleborg AB, 2013 15

SCK Cell Fenders, CT8, Hong Kong 16

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%

20

= Relative Efficiency at 20º angle compared to PMF

1

 ubber fender units R Shown here are two Super Cones mounted in a backto-back ‘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

T orsion tube and arm assembly 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. M1100-S01-V1-3-EN © Trelleborg AB, 2013 19

Parallel Motion Fenders, Sweden 20

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

Modular design system Choice of lengths and rubber grades MI-2000 Elements

High performance and efficiency Long life, low maintenance

Ideal for larger vessels including: Tankers and LNG ships Bulk carriers 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 UE1400 UE1600

1500 2000 2000 [Units: mm]

preferred lengths typical non-standard lengths

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.

For elements with L/H < 1.0 or nonstandard lengths, please ask for advice.

Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. M1100-S01-V1-3-EN © Trelleborg AB, 2013 23

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

E0.9

E1.0

E1.5

E2.0

E2.5

E3.0

E3.1

ER RR ER

8 79 12

9 88 13

11 100 15

12 113 17

14 131 20

15 148 22

17 163 24

RR

95

105

121

136

157

178

196

ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR

21 113 32 142 40 157 47 171 63 199 73 214 84 228 106 256 131 284 186 340 257 398 337 455

23 126 36 158 44 174 52 190 70 221 81 238 93 253 118 284 146 316 207 378 286 442 374 506

27 145 42 182 51 200 60 218 81 254 94 274 107 291 136 327 168 364 239 435 328 509 429 582

30 164 47 205 57 226 68 246 92 287 106 309 121 329 153 370 189 411 270 492 370 575 484 658

35 189 55 236 66 260 79 283 106 331 122 356 139 378 176 426 218 473 311 567 426 662 557 756

39 214 62 267 75 294 89 320 120 375 137 403 157 427 199 481 246 534 351 642 482 748 630 854

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 ( ) 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)

Element

30

UE 400 – UE 1600

50

Single or multiple horizontal (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

Single or multiple vertical (n≥1)

n = number of element pairs WH = panel weight (elements ‘V’ on elevation) WV = panel weight (elements ‘V’ on plan) Interpolate for other grades

Pmin

UE 250 – UE 300

UE

[Units: mm]

Fenders in tension

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. M1100-S01-V1-3-EN © Trelleborg AB, 2013 25

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

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

94

93

47

17

M20

1500 750

125

1000 MV400

1500 2000

750

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

158

142

87

20

M30

125 250

500

172

170

87

20

M30

125 250

500

188

199

87

20

M30

125 250

500

235

230

118

26

M36

150

1000 1500

500

250

500

250

240

129

26

M36

2000

MV1000

800

150

2+2

346

850

175

2+2

368

900

200

2+2

389

950

225

2+2

411

1000

250

2+2

432

1050

275

2+2

454

1100

300

2+2

476

1150

325

2+2

497

1200

350

2+2

519

3+3

648

1500 2000

500

322

250

*MV300 elements up to 3000mm length available on request.

310

162

31

M42

4+4

864 [Units: mm, kg]

Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. M1100-S01-V1-3-EN © Trelleborg AB, 2013 27

MV Elements Dimensions

MV1250

L

B

800

Holes

Weight

150

2+2

511

850

175

2+2

543

900

200

2+2

575

950

225

2+2

607

1000

250

2+2

639

1050

275

2+2

671

1100

300

2+2

703

1150

325

2+2

735

1200

350

2+2

767

1250

375

2+2

799

3+3

959

4+4

1278

1500 2000

MV1450

500

F

401

G

388

J

202

T

Anchor

36

M48

250

900

200

2+2

786

1000

250

2+2

873

1100

300

2+2

960

1200

350

2+2

1048

3+3

1310

4+4

1746

1500 2000

MV1600

C

500

454

445

228

41

M48

250

1000

250

2+2

1114

1100

300

2+2

1226

1200

350

2+2

1337

3+3

1671

1500 2000

500

507

480

261

50

M56

250

4+4

2228 [Units: mm, kg]

B

C

C

B

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 MVelement 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 1200 1500 2000

Compound A

Compound B

E

R

E

R

12.6 18.9 25.2 31.5 26.9 37.4 56.1 74.8 93.5 112 41.2 58.4 87.6 117 49.9 70.7 106 59.4 84.1 126 90.4 131 197 111 150 224 299 175 189 204 219 234 248 263 278 293 350 467 269 293 317 341 365 389 413 437 461 485 548 730 426 491 557 622 737 982 598 690 781 897 1196

91.4 137 183 229 146 203 305 406 508 609 179 254 381 508 197 279 419 215 305 457 262 381 571 302 406 609 813 380 412 444 476 508 540 572 604 636 762 1016 468 510 551 593 635 677 718 760 802 844 952 1270 638 736 835 933 1105 1473 813 937 1061 1219 1625

8.8 13.2 17.7 22.1 18.8 26.2 39.3 52.3 65.4 78.5 28.9 40.9 61.3 81.8 34.9 49.5 74.2 41.6 58.9 88.3 63.2 92 138 77.8 105 157 209 122 133 143 153 164 174 184 195 205 245 327 188 205 222 239 256 272 289 306 323 340 383 511 298 344 390 436 516 688 419 483 547 628 837

64 96 128 160 102 142 213 284 356 427 125 178 267 356 138 196 293 151 213 320 183 267 400 212 284 427 569 266 288 311 333 356 378 400 423 445 533 711 327 357 386 415 444 474 503 532 561 591 667 889 447 516 584 653 773 1031 569 656 743 853 1138

All performance values are for a single element. Per leg per meter. *Reference testing conditions to Design and Testing Manual. Tolerance ± 10%.

[Units: kNm, kN]

Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. M1100-S01-V1-3-EN © Trelleborg AB, 2013 29

MV Elements Generic curve shown. Actual curve geometry may vary depending on grade, temperature, velocity and angle.

Intermediate deflections Di (%)

0

5

10

15

20

28

35

40

45

50

57.5

62.5

Ei (%)

0

2

7

14

24

41

56

66

76

85

100

113

Ri (%)

0

31

58

78

92

100

96

90

85

84

100

130

Nominal rated deflection may vary at RPD.

Element spacing MV-elements can be mounted horizontally or vertically. There must be enough space around and between MV-element fenders and the steel panel to allow them to deflect without interference. Distances given in the diagram are for guidance. If in doubt, contact your local office.

Weight Support MV-elements can support a lot of weight. The table is a guide to the permitted weight of the front panel in tonnes per metre of element pair before additional support chains may be required. Panel weight* (kg) MV

Single or multiple horizontal

Single or multiple vertical

Compound A

WH ≤ 1.0 x H x L

WV ≤ 1.78 x H x L

Compound B

WH ≤ 0.7 × H × L

WV ≤ 1.25 × H × L

* Per pair of elements.

Shear stiffness Some temporary shear may be caused by friction as the MV-elements are compressed. Maximum shear usually occurs approximately 28% deflection.

Tension If the likely tensile load exceeds the rated reaction then tension chains may be required. Please refer to your local office.

DL ≈ 0.39 × μ × H DT ≈ 0.82 × μ × H Where, H = fender height μ = friction coefficient

Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. M1100-S01-V1-3-EN © Trelleborg AB, 2013 30

MV V-Fenders Dimensions H

Rated Performance (per metre) Compound A

Compound B

E

R

E

R

M20

42.0

305

29.5

213

232

M24

74.8

406

52.4

284

774

316

M30

117

508

81.8

356

660

834

320

M30

141

558

99.0

392

800

720

894

322

M30

168

610

118

426

680

1010

900

1136

440

M36

262

762

184

534

900

730

1170

960

1218

480

M36

300

812

210

568

120

1120

900

1330 1200 1524

580

M42

468

1016

328

712

120

1370 1140 1660 1500 1904

724

M48

730

1270

512

888

T(min)

So

MW

SW

A

B

C

Fixings

MV300P

70

370

270

410

360

454

172

MV400P

80

480

360

500

480

606

MV500P

90

590

460

660

600

MV550P

90

640

500

750

MV600P

90

690

530

MV750P

100

850

MV800P

100

MV1000P MV1250P

Please ask for other dimensions Performance is for a pair of elements, 1000mm long. Tolerance ± 10%.

Reported at: – 150 mm/sec (initial berthing speed) – 23ºC ± 5ºC temperature – 0º compression angle

V-fenders fulfil the need for a simple, and maintenancefree fender system with high performance and a robust design at low costs. All V-fenders use one or several pairs of MV-elements and a front shield. The shield is a structural component of the fender, directly bolted to the MV-element and easily able to withstand constant use in busy harbours.

[Units: mm]

[Units: kNm, kN]

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.

The UHMW-PE face is also very gentle on ships. It will conform to the contours of the hull, will not mark paint (unlike rubber) and does not spark. UHMW-PE has very low friction which reduces stresses in the V-fenders and fixings.

Always specify ‘P’ type elements for V-fenders (ie. MV500P). These have special internal plates designed to flex with the UHMW-PE shield. The flange marked ‘Panel Side’ should be connected to the shield.

Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. M1100-S01-V1-3-EN © Trelleborg AB, 2013 31

MI-2000 Elements Dimensions Weight A

B

C

Anchor

Holes

MI-2000

MI-2000S

1000

1270

1130

M42

6+6

1840

2191

1050

1320

1180

M42

6+6

1941

2286

1100

1370

1230

M42

6+6

2042

2383

1150

1420

1280

M42

6+6

2144

2480

1200

1470

1330

M42

6+6

2245

2573

1250

1520

1380

M42

6+6

2346

2670

1300

1570

1430

M42

6+6

2447

2765

1350

1620

1480

M42

6+6

2549

2860

1400

1670

1530

M42

6+6

2650

2957



[Units: mm, kg]

MI-2000S MI-2000 fender systems suit very large vessels and high energy applications. They share the modular design concept with MV elements but with a modified fixing arrangement to allow greater deflections and efficiency. The rubber unit is available in several standard lengths and rubber grades which, combined with the modularity of the MI system, provides designers with greater choice and versatility.

MI-2000

* MI-2000S weight includes fabricated spacers for both flanges (supplied with fender elements on request).

Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. M1100-S01-V1-3-EN © Trelleborg AB, 2013 32

MI-2000 Elements Rated Performance Data* (RPD) MI-2000 A 1000 1050 1100 1150 1200 1250 1300 1350 1400

MI-2000S

Compound A

Compound B

Compound A

Compound B

ER RR ER RR ER RR ER RR ER RR ER RR ER RR ER RR

925 925 971 971 1017 1017 1063 1063 1110 1110 1156 1156 1202 1202 1248 1248

565 565 593 593 621 621 650 650 678 678 706 706 734 734 763 763

989 925 1039 971 1088 1017 1138 1063 1187 1110 1237 1156 1286 1202 1336 1248

604 565 635 593 665 621 695 650 725 678 756 706 786 734 816 763

ER

1295

791

1385

846

RR

1295

791

1295

791

* All values are for a single element. Tolerance ± 10%.

[Units: kNm, kN] All MV/MI/MV-V fender performances are based on decreasing velocity (DV) method compression testing of full size elements.

Reported at: – 150 mm/sec (initial berthing speed) – 23ºC ± 5ºC temperature – 0º compression angle

Please refer to Design Manual for more information on Velocity, Temperature and Angle Correction factors.

MI-2000

MI-2000S

Generic curve shown. Actual curve geometry may vary depending on grade, temperature, velocity and angle.

Intermediate deflections MI-2000 Di (%) Ei (%) Ri (%)

0 0 0

5 2 34

10 6 63

15 14 84

20 23 95

25 32 99

30 42 100

35 52 98

40 61 95

45 71 91

50 79 86

55 88 82

60 96 90

62 100 100

65 103 127

0 0 0

5 2 35

10 6 63

15 13 83

20 21 95

25 30 99

30 40 100

35 49 98

40 58 94

45 67 90

50 75 85

55 82 81

60 90 81

66 100 100

67.5 103 110

MI-2000S Di (%) Ei (%) Ri (%)

Nominal rated deflection may vary at RPD. Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. M1100-S01-V1-3-EN © Trelleborg AB, 2013 33

MV Fender, Dubai, UAE 34

Super Arch Fenders Arch fenders are simple and rugged, providing reliable and trouble-free service for a wide variety of berths even under the most severe conditions. The SAN-fender is a traditional rubber faced unit whilst the SANP-fender can be fitted with either UHMW-PE face pads or connected to a steel panel.

Features

Applications

Simple one-piece design

RoRo berths

Strong and hard wearing

General cargo

Excellent shear performance

Workboat harbours

Large range of standard sizes

Barge and tug berths

New Zealand

Hong Kong

USA

35

Super Arch Fenders Dimensions Body Dimensions SAN / SANP

Weight (kg/m)

H

A

B

W

F

D

P

SAN

SANP

SAN/SANP 150

105

240

300

105

24

24

37

44

SAN/SANP 200

140

320

400

140

24

28

61

70

SAN/SANP 250

175

410

500

175

25

28

90

102

SAN/SANP 300

210

480

600

210

30

34

135

154

SAN/SANP 400

285

670

800

280

35

40

252

288

SAN/SANP 500

355

840

1000

350

40

46

363

409

SAN/SANP 600

425

1010

1200

420

45

52

543

607

SAN/SANP 800

565

1340

1600

560

50

60

931

1028

SAN/SANP 1000

710

1680

2000

700

60

60

1495

1633 [Units: mm, kg/m]

SAN Fender

SANP Fender

FL = L + H x 0.5

Foot Bolting Dimensions Fender

Anchor

SAN/SANP 150 SAN/SANP 200 SAN/SANP 250 SAN/SANP 300 SAN/SANP 400 SAN/SANP 500 SAN/SANP 600 SAN/SANP 800 SAN/SANP 1000

M20 M24 M24 M30 M36 M42 M48 M56 M56

L = 1000 E 855 860 865 870 900 930 930 930 930

L = 1500

Qty 4 4 4 4 4 4 4 4 4

E 675 680 680 685 700 715 725 725 725

Qty 6 6 6 6 6 6 6 6 6

L = 2000 E 620 620 620 625 635 645 650 650 650

L = 2500

Qty 8 8 8 8 8 8 8 8 8

E 750 760 780 790 800 810 820 820 865

L = 3000

Qty 8 8 8 8 8 8 8 8 8

E 715 715 715 715 725 730 740 760 775

Qty 10 10 10 10 10 10 10 10 10 [Units: mm]

Head Bolting Dimensions UHMW-PE face pads

Steel frame

U

V

C

X

Y

T

Bolt size

X

Y

SANP 150

49

0

20–30

60–70

330–410

30

M12

70–90

250–300

SANP 200

65

0

30–45

60–70

330–410

30

M16

70–90

250–300

SANP 250

45

73

30–45

70–85

330–410

30

M16

70–90

250–300

SANP 300

50

95

30–45

70–85

330–410

40

M16

70–90

250–300

SANP 400

60

140

30–50

70–85

330–410

40

M20

70–90

250–300

SANP 500

65

195

30–50

70–85

330–410

50

M20

70–90

250–300

SANP 600

65

260

35–60

70–85

330–410

50

M24

70–90

250–300

SANP 800

70

380

50–70

70–85

330–410

60

M30

70–90

250–300

SANP 1000

80

490

50–70

70–85

330–410

60

M30

70–90

250–300

Larger bolts are required when connecting SANP fenders to steel panels. Refer to your local offices.

[Units: mm]

Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. M1100-S01-V1-3-EN © Trelleborg AB, 2013 36

Super Arch Fenders Rated Performance Data* (RPD)

SAN / SANP 150 SAN / SANP 200 SAN / SANP 250 SAN / SANP 300 SAN / SANP 400 SAN / SANP 500 SAN / SANP 600 SAN / SANP 800 SAN / SANP 1000

E1.0

E1.5

E2.0

E2.5

E3.0

ER

5

7

8

9

10

RR

86

104

121

139

157

ER

10

12

14

16

18

RR

114

138

162

186

210

ER

15

18

21

24

28

RR

143

173

202

232

262

ER

22

26

31

35

40

RR

171

207

243

279

314

ER

38

46

54

62

70

RR

229

276

324

371

419

ER

60

73

85

98

110

RR

286

345

405

464

524

ER

86

104

122

140

158

RR

343

414

486

557

629

ER

154

186

218

250

282

RR

457

552

648

743

838

ER

240

290

340

390

440

RR

571

690

810

929

1048

* Reference testing to Design & Testing Manual. Tested at 2 - 8 cm/min speed. Tolerance ± 10%. Intermediate grades available on request.

[Units: kNm, kN]

SAN / SANP 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.

SAN / SANP

Generic curve shown. Actual curve geometry may vary depending on grade, temperature, velocity and angle.

SAN Intermediate deflections Di (%)

0

5

10

15

20

25

30

35

40

45

50

51.5

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

Nominal rated deflection may vary at RPD.

Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. M1100-S01-V1-3-EN © Trelleborg AB, 2013 37

Corner Arch Fenders Berth corners are very difficult to protect. Corner Arch fenders are available in three standard sizes and provide a simple, easily installed solution to prevent damage from smaller vessels.

Dimensions H

L

W

B

D

F

J

K

M

Anchor

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]

Other corner fender solutions* Donut

Wheels

Fender Bars

* Contact your local offices. Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. M1100-S01-V1-3-EN © Trelleborg AB, 2013 38

UHMW-PE Trelleborg ultra high molecular weight polyethylene (UHMW-PE) is the first choice material for facing steel fender panels and other heavy duty applications. It combines very low friction with excellent impact strength and a wear resistance much better than steel. The standard colour is black, but if other colours are needed then ‘virgin’ grade also comes in yellow, white, grey, blue, green and red. UHMW-PE materials are compounded to resist ozone and UV radiation. They do not degrade or rot and are easily recycled at the end of their useful service life.

Features

Applications

Very low friction coefficient

Fender panel (frame) face pads

Excellent abrasion resistance

Rubbing strips

UV and ozone resistant

V-fender shields

Does not rot, split or crack

Lock entrance and wall protection

100% recyclable

Bridge buttress protection Beltings on workboats

Holland

USA 39

USA

UHMW-PE Facings Property

Test Method

Unit

Density

ISO 1183-1

Notched Impact Strength (Charpy)

Typical Value Virgin

Regenerated

g/cm3

0.94–0.95

0.95–0.96

ISO 11542-2

kJ/m

140–170

100–130

Abrasion Index (Sand-slurry)

ISO/DIS 15527(Draft)

100

100–110

130–150

Yield Strength

ISO/R 50mm/min

N/mm2

15–20

15–20

Elongation at Break*

ISO/R 50mm/min

%

>50

>50

Dynamic Friction (PE-Steel)

Pm = 1N/mm2 V = 10m/min

–

0.15

0.15

Hardness

ISO 868 / DIN 53505 3s value, 6mm sample

Shore D

63

63–66

Operating Temperature

–

°C

–80 to +80

–80 to +80

Thermal Expansion

DIN 53752

K-1

≈ 2 × 10-4

≈ 2 × 10-4

All values for black, UV stabilized material.Values for coloured materials will vary. * Alternative test methods such as ASTM 0638 give higher values circa 350%.

Wear allowances

2

Actual properties will be confirmed on order.

Typical dimensions

t

W

30

3–5

40

7–10

50

10–15

70

18–25

100

28–40

A

45–80

B

250–350

C

45–80

D

300–450

E

5–10 [Units: mm]

Dimensions will depend on pad thickness and application.

[Units: mm] Small increases in facing thickness can greatly extend service life for minimal extra cost.

Standard manufacturing and performance tolerances apply. Refer to Design and Testing Manual. M1100-S01-V1-3-EN © Trelleborg AB, 2013 40

Accessories All our accessories are procured from a preapproved, reputable supplier. We ensure that our suppliers use the highest grade steel to produce the best quality products and we test accessories quality when they arrive with us. We can supply both open link or stud link chains in several grade strengths. Accessories such as shackles and U-anchors are also available. The nominal breaking load (NBL) of these items is matched to chains of similar capacity. Chains and accessories are galvanised as standard. Chain brackets may also be supplied in an optional painted finish.

Proven in practice 1.  Fender Panel 1

2

3

4

2. Chains 3. Chains 4. Bolting

41

Accessories Fender panels Fender panels are just as important as the rubber units on high performance systems. That’s why every panel can be purpose designed using structural analysis programs and 3D CAD modelling for optimum strength. Fender panels distribute reaction forces to provide low hull pressures and cope with large tidal variations. They can also be designed to resist line loads from belted ships, or even point loads in special cases. Optional lead-in bevels

reduce the snagging risk, whilst brackets (where required) provide highly secure connection points for chains. Closed box designs are used almost exclusively – all fully sealed and pressure checked. Corrosion protection is provided by high durability C5M class paint systems to ISO 12944, and additional corrosion allowances can be designed in where required.

Features and options

Specification and design of panels

Closed box steel structure

Panel specifications and designs should consider:

Internal structural members

Hull pressures and tidal range

Blind boss fender connections

Lead-in bevels and chamfers

Pressure tested for water tightness

Bending moment and shear

C5M modified epoxy paint*

Local buckling

Polyurethane topcoat (RAL5005 blue)†

Limit state load factors

Studs for UHMW-PE face pads

Steel grade

Chain brackets

Permissible stresses

Lifting points

Weld sizes and types

Lead-in bevels and chamfers

Pressure test method Rubber fender connections

* Other options available † Alternative colours on request

UHMW-PE attachment Chain connections Lifting points Paint systems Corrosion allowance Maintenance and service life

M1100-S01-V1-3-EN © Trelleborg AB, 2013 42

Accessories Fender panels 1

Closed box steel structure

2

Internal structural members

3

Blind boss fender connections

4

Shot blasted steel (SA2.5)

5

C5M modified epoxy paint*

6

Polyurethane topcoat (RAL5005 blue)†

7

Studs for UHMW-PE face pads

8

Chain brackets

9

Lifting points

10

Lead-in bevels and chamfers*

* Other options available † Alternative colours on request

Steel properties Standard GB/T1591-2008

EN 10025

JIS G-3101

ASTM

Grade

Yield Strength (min) psi N/mm2

Tensile Strength (min) N/mm2 psi

Temperature °C °F

Q345B

345

50,000

470

68,000

–

–

S235JR (1.0038)

235

34,000

360

52,000

–

–

S275JR (1.0044)

275

40,000

420

61,000

–

–

S355J2 (1.0570)

355

51,000

510

74,000

-20

-4

S355J0 (1.0553)

355

51,000

510

74,000

0

32

SS41

235

34,000

402

58,000

0

32

SS50

275

40,000

402

58,000

0

32

SM50

314

46,000

490

71,000

0

32

A-36

250

36,000

400

58,000

0

32

A-572

345

50,000

450

65,000

0

32

The national standards of France and Germany have been replaced by EN 10025. In the UK, BS4360 has been replaced by BS EN 10025. The table above is for guidance only and is not comprehensive. Actual specifications should be consulted in all cases for the full specifications of steel grades listed and other similar grades.

Typical panel weights

Steel thickness

(in accordance with PIANC 2002) Exposed both faces

≥ 12

Light duty

200–250

Exposed one face

≥9

Medium duty

250–300

Internal (not exposed)

≥8

Heavy duty

300–400

[Units: mm] Corresponding minimum panel thickness will be 140–160mm (excluding UHMW-PE face pads) and often much greater.

Extreme duty

≥400 [Units: kg/m2]

M1100-S01-V1-3-EN © Trelleborg AB, 2013 43

Accessories Chains Some fender systems need chains to help support heavy components or to control how the fender deflects and

shears during impact. Open link or stud link chains are commonly used and these can be supplied in several different strength grades.

Features

Applications

Choice of open or stud link chain

Large fender panels

Various link lengths available

Cylindrical fenders

Proof load tested and certified

Floating fender moorings

Galvanised as standard

Safety applications

Variety of matched accessories

Lifting and installing

Typical Chain System

1

Anchors and fixing bolts

2

Chain bracket

3

Alloy D or bow-shackle with safety pin

4

Chain tensioner

5

Open or stud link chain

6

Frontal frame bracket

7

Frontal frame

M1100-S01-V1-3-EN © Trelleborg AB, 2013 44

Accessories Open Link Chains ØC 14 16 18 20 22 25 28 30 32 35 38 40 45 50 55 60

3.0D links L 42 48 54 60 66 75 84 90 96 105 114 120 135 150 165 180

W 18 21 23 26 29 33 36 39 42 46 49 52 59 65 72 78

3.5D links Weight 0.2 0.3 0.4 0.5 0.7 1.1 1.4 1.8 2.2 2.8 3.6 4.2 6.0 8.2 11 14

L 49 56 63 70 77 88 98 105 112 123 133 140 158 175 193 210

W 20 22 25 28 31 35 39 42 45 49 53 56 63 70 77 84

4.0D links Weight 0.2 0.3 0.4 0.6 0.8 1.1 1.6 2.0 2.4 3.1 3.9 4.6 6.5 8.9 12 15

L 56 64 72 80 88 100 112 120 128 140 152 160 180 200 220 240

W 20 22 25 28 31 35 39 42 45 49 53 56 63 70 77 84

5.0D links Weight 0.2 0.3 0.5 0.6 0.8 1.2 1.7 2.1 2.5 3.3 4.3 5.0 7.1 9.7 13 17

L 70 80 90 100 110 125 140 150 160 175 190 200 225 250 275 300

W 21 24 27 30 33 38 42 45 48 53 57 60 68 75 83 90

MBL Weight 0.3 0.4 0.5 0.8 1.0 1.5 2.0 2.5 3.0 4.0 5.1 6.0 8.5 12 16 20

SL2 124 160 209 264 304 393 492 566 644 770 900 1010 1275 1570 1900 2260

SL3 154 202 262 330 380 491 616 706 804 964 1130 1260 1590 1960 2380 2770

[Units: mm, kg/link, kN]

MBL = Minimum Breaking Load (kN) NBL = Nominal Breaking Load (kN) Tolerance: all dimensions ± 2.5%

Stud Link Chains ØC 19 22 26 28 32 34 38 42 44 48 52 58 64 70 76 90

Chain Tensioners

Common link L 76 88 104 112 128 136 152 168 176 192 208 232 256 280 304 360

W 68 79 94 101 115 122 137 151 158 173 187 209 230 252 274 324

Weight 1 1 2 2 3 3 5 6 7 9 12 17 22 30 38 63

MBL SL2 (U2) 210 280 389 449 583 655 812 981 1080 1270 1480 1810 2190 2580 3010 4090

SL3 (U3) 300 401 556 642 833 937 1160 1400 1540 1810 2110 2600 3130 3690 4300 5840

[Units: mm, kg/link, kN]

Chain size

ØA

L

W

Weight

16

M16

200–240

40

3

18

M18

220–280

45

4

20

M20

235–305

50

5

22

M22

265–345

56

7

22

M24

280–370

60

9

25

M27

310–420

68

12

30

M30

345–465

76

17

32

M33

385–525

82

21

35

M36

420–560

90

27

40

M42

480–650

106

45

45

M48

545–745

120

64

50

M52

595–805

130

80

55

M56

640–880

140

99

60

M60

685–945

150

122

60

M64

730–1010

160

147 [Units: mm, kg]

M1100-S01-V1-3-EN © Trelleborg AB, 2013 45

Accessories High Strength Shackles ØD

ØF

ØH

G

13

16

26

16

19

19

Dee shackle

Bow shackle

NBL

E

Weight

E

ØJ

Weight

22

43

0.4

51

32

0.4

120

32

27

51

0.7

64

43

0.8

195

22

38

31

59

1.1

76

51

1.3

285

22

25

44

36

73

1.5

83

58

1.9

390

25

28

50

43

85

2.6

95

68

2.8

510

28

32

56

47

90

3.3

108

75

3.8

570

32

35

64

51

94

4.7

115

83

5.3

720

35

38

70

57

115

6.2

133

95

7.0

810

38

42

76

60

127

7.6

146

99

8.8

1020

45

50

90

74

149

13

178

126

15

1500

50

57

100

83

171

18

197

138

21

2100

57

65

114

95

190

28

222

160

29

2550

65

70

130

105

203

35

254

180

41

3330

75

80

150

127

230

60

330

190

65

5100

89

95

178

146

267

93

381

238

110

7200

102

108

204

165

400

145

400

275

160

9000

Please refer to your local office for detailed information

[Units: mm, kg, kN]

Dee

Bow

U-Anchors ØD

E

F

G

J

K

t

Weight

NBL

26

260

60

320

104

50

12

3.4

209

30

300

70

370

120

50

15

5.1

264

34

340

70

410

136

60

15

7.3

304

36

360

70

430

144

60

20

8.6

393

42

420

90

510

168

70

20

14

492

44

440

100

540

176

80

20

16

566

48

480

100

580

192

80

25

21

644

50

500

110

610

200

90

25

24

770

56

560

120

680

224

100

30

33

900

60

600

130

730

240

110

30

41

1010

66

660

140

800

264

120

35

55

1275

74

740

160

900

296

130

40

77

1570

[Units: mm, kg, kN] M1100-S01-V1-3-EN © Trelleborg AB, 2013 46

Accessories NC3 Anchors Thread

A

C

ØF

L

S (sq)

T

Weight

M20

40

60

30

200

63

10

1

M22

44

66

32

225

63

10

1

M24

48

73

36

250

75

10

2

M27

54

84

40

265

75

10

2

M30

60

95

45

270

100

10

4

M36

72

112

54

320

100

12

6

M42

84

134

63

360

100

12

8

M48

96

156

72

400

100

15

12

M56

112

182

84

550

120

15

20

M64

128

208

100

600

130

20

30

M76

152

242

114

700

150

20

46

Anchors available in mid steel, HDG, SS 316 or super duplex

[Units: mm, kg]

The NC3 is a traditional cast-in anchor design used for installing fenders to new concrete. The NC3 anchor has a threaded socket, a long tail and a square anchor plate. Non-standard sizes and other cast-in anchor types are available on request.

Always check min/max clamping thickness and socket depths actual threaded length on bolts.

EC2 Anchors Thread

B

E

G

J

L (typ.)

ØS

Capsule

M12

110

5–8

10

M16

140

6–9

13

2.5

–

15

1 × C12

3

175

20

M20

170

6–9

1 × C16

16

3

240

25

M24

210

1 × C20

8–12

19

4

270

28

1 × C24

M27 M30

240

8–12

22

4

330

30

1 × C24

280

8–12

24

4

360

35

1 × C30

M36

330

10–15

29

5

420

40

1 × C30

M42

420

14–21

34

7

500

50

2 × C30

M48

480

16–24

38

8

580

54

2 × C30 + 1 × C24

M56

560

18–27

45

9

–

64

4 × C30 [Units: mm]

A = E + G + H + J, rounded up to nearest 10mm. E = clear threads after assembly. H = clamping thickness of fender.

The EC2 anchor is used for installing fenders onto existing concrete or where cast-in anchors are unsuitable. The anchor is usually secured into a drilled hole using special grout capsules. Non-standard sizes and other grout systems are available on request.

Always follow the manufacturer’s instructions when installing EC2 anchors. M1100-S01-V1-3-EN © Trelleborg AB, 2013 47

Accessories Bolts, Nuts and Washers Thread area *

Washers

Nuts

Typical thread lengths

2

(mm )

OD

ID

t

AF

T

L≤125

L>125

Thread pitch

M16

157

30

18

3

24

13

38

44

2.0

M20

245

37

22

3

30

16

46

52

2.5

M24

353

44

26

4

36

19

54

60

3.0

M27

459

52

29

4

41

22

60

66

3.0

M30

561

56

33

4

46

24

66

72

3.5

M36

817

66

39

5

55

29

78

84

4.0

M42

1120

78

45

7

65

34

90

96

4.5

M48

1470

92

52

8

75

38

102

108

5.0

M56

2030

105

62

9

85

45

118

124

5.5

M64

2680

115

70

9

95

51

134

140

6.0

Size

†

‡

* According to BS 3692: Table 13. † Standard washers given. Large OD washers available on request. ‡ Thread lengths may vary depending on standard. Other lengths available.

[Units: mm]

Grades ISO 898 Galvanised

ISO 356 Stainless Steel *

Bolt grade

4.6

8.8

A-50 †

A-70 ‡

Nut grade

4

8

A-50 †

A-70 ‡

Tensile strength (MPa)

400

800

500

700

0.2% yield stress (MPa)

240

640

210

450

*R  efer to Design and Testing Manual for further details about PREN and galling. † Size ≤ M39 unless agreed with manufacturer. ‡ Size ≤ M24 unless agreed with manufacturer.

Fenders must be properly fixed to operate correctly. Anchors are supplied to suit new or existing structures, in various strength ratings and with the choice of galvanised or various stainless steels.

M1100-S01-V1-3-EN © Trelleborg AB, 2013 48

Disclaimer Trelleborg AB has made every effort to ensure that the technical specifications and product descriptions in this catalogue are correct. The responsibility or liability for errors and omissions cannot be accepted for any reason whatsoever. Customers are advised to request a detailed specification and certified drawing prior to construction and manufacture. In the interests of improving the quality and performance of our products and systems, we reserve the right to make specification changes without prior notice. All dimensions, material properties and performance values quoted are subject to normal production and testing tolerances. This catalogue supersedes the information provided in all previous editions. If in doubt, please check with Trelleborg Marine Systems. © Trelleborg AB, PO Box 153, 231 22 Trelleborg, Sweden. This catalogue is the copyright of Trelleborg AB and may not be reproduced, copied or distributed to third parties without the prior consent of Trelleborg AB in each case.

BC-FEN-v1.1-EN, 2014 49

Did you know that rubber composition has a dramatic impact on fender performance and life cycle? Download our white paper ‘Applying the Right Correction Factors’ at: http://ow.ly/pgmGS to learn more.

50

Trelleborg Marine Systems designs, manufactures and installs bespoke fender systems, docking and mooring equipment, oil and gas transfer technology and vessel efficiency technology for marine environments all over the world. Our polymer engineering expertise also extends to our range of general marine products, including navigation aids and buoys.

w w w.t rel l eb o r g .c o m / M A RINE

Marine Fender Systems | Oil & Gas Transfer Technology | Vessel Technology | Docking & Mooring | Marine Products BLOG: http://marineinsightsblog.trelleborg.com TWITTER: @MarineInsights YOUTUBE: http://www.youtube.com/user/TrelleborgMarine LinkedIn Groups: MarineInsights