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2019/2020 Edition
FENDER CATALOGUE
Delivering complete MARINE FENDER SYSTEM
to the global market www.escmarinesystems.com
An Affiliate Of:
ESC has been serving various global industries over the
last 30 years, providing high quality complete foundation
and structural solutions to ports, bridges, buildings and
more. With strategically located manufacturing and
engineering offices around the world, ESC is well
positioned to provide an unparalleled combination of
services and products.
As part of its expansion, ESC has diversified into Marine
Fender Systems, partnering with internationally recognized
PIANC certified manufacturers.
ESC Group is proud to announce that it is now an affiliate
company of Marubeni-Itochu Steel Inc. (MISI), Japan. MISI
is one of the largest steel trading companies in Japan and
in fact the world. This joining of ESC and MISI firms up a
10+ year successful relationship of two like-minded and
driven corporations.
ESC will continue to follow its path of engineering value
added products and projects for the world with MISI’s
worldwide network, logistics, finance, and human
resources, now the scope that ESC will cover has
increased significantly. This allows larger project volumes
and values to be carried out.
About ESC
An Affiliate Of:
ESC products are produced & designed in
accordance with the latest international
standards 9001:2015, ISO 14001:2015,
OHSAS 18001:2007 certifications .
COMPANY CERTIFICATION
About ESC
COLD ROLLED SHEET PILES
3 Contents
CONTENTS Edition 10.2018
Disclaimer
The information provided within this Catalogue is for general information purposes only, without any warranty. ESC Group shall not be held responsible for any errors,
omissions or misuse of any of the information provided. ESC Group disclaims any and all liability resulting from the ability or inability to use the information within this
document. Anyone using the information contained does so at their own risk. ESC Group shall not be held liable for any damages which includes any financial losses
or incidental or consequential damages arising from the use of this information. The product range contained is liable to change without notice.
ESC Marine Fender System 4
Introduction Components & Types of Fenders
Design Process Design Standards Design, Manufacture & Testing Quality Assurance & Testing
Certifications
4 4 5 5 6 7 7
Cone Fender Series 8
ESC-TCF Series ESC-JCF Series
8 11
Cell Fender Series 14
ESC-TCL Series ESC-JCL Series
14 17
Element Fender Series 20
ESC-TEV Series ESC-JEV Series
20 22
Arch Fender Series 24
ESC-TAR Series ESC-JAR Series ESC-JDA Series
24 26 28
Cylindrical Fender Series 30
ESC-TCY Series ESC-JCY Series
30 32
SQF Square Fender Series 33
D Fender Series 34
ESC-TDF Series ESC-TDC Series ESC-JDD Series
34 35 35
ESC-PNF Pneumatic Fender Series 36
Other Fender Types 37
Accessories 38
Chains UMHW PE Pads Anchors & Fixings
38 40 41
Rubber Properties 42
Testing 42
Design Considerations 43
Tolerances 44
ESC Global Contact List 45
Introduction
INTRODUCTION
ESC MARINE FENDER SYSTEM
Marine Rubber Fenders are critical for the energy absorption of
a berthing vessel into the berth structure. A single tanker can be
over 500 tons so safe energy absorption in worst case
scenarios is paramount. The marine fenders primary job is to
protect the berthing structure without damaging the vessel hull
for all potential vessel types, sizes and approach scenarios. ESC
offers a full range of fender options to compliment its marine
steel piling products.
ESC has strategic partnerships with PIANC registered
manufacturers with over 20 years of experience delivering
marine fender system solutions to Asia, North America, Central
& South America, Europe and Middle East. ESC's global network
provides an end-to-end solution that is customized to project
requirements providing detailed support in close proximity to its
valuable clients.
FENDER COMPONENTS & TYPES AVAILABLE
ESC offers complete Marine Rubber Fender Systems
✓ Full range of fender types, sizes and rubber grades
✓ Manufacturers certified to PIANC 2002, ISO 9001, ISO 14001
✓ Experienced design engineers for berthing energy calculations &
fender selection and detailed design of fender and frontal panels
to PIANC 2002, BS 6349:4 & EAU 2004
✓ Intimate understanding for integration into berthing structure
✓ Highly skilled and experienced front panel fabricators
✓ High quality mixture of natural, synthetic rubbers from reputable
and prequalified suppliers with strict quality control
✓ Global supply network in Asia and Europe
✓ Full suite of in-house testing equipment all the way up to 2,000
metric tons compression
✓ Cone & Cell Fenders up to 20t unit weight
✓ Arch Fenders (option for frontal PE pads) up to 4 metres length
✓ Element Fenders
✓ Other extruded/moulded fenders—cylinder, roller
✓ Pneumatic & Foam Fenders
✓ Full Frontal Panels Fabrication—low friction UMHW PE Pads,
Closed Steel Frames
✓ Anchoring Bolts & Brackets
✓ Shear, Weight & Tension Chains
✓ Cathodic Protection Anodes
COLD ROLLED SHEET PILES
5 Design Process | Design Standards
DESIGN STANDARDS
DESIGN PROCESS
Functional & Operational
Considerations
Site Considerations
Design Considerations
Berthing Energy Calculation
Fender Selection & Sizing
Fender Manufacturing & Testing
Delivery, Installation & After Sales
Support
Berthing Procedures
Berthing Frequency
Vessel Type & Size Range
Wind Speed
Tidal Range
Temperature
Vessel Features
Laden, Partly Laden & Freeboard Levels
Crane reach
Corrosivity
Water and Seabed Level
Berth Levels
Design Standards
Vessel Design Approach Velocity
Friction Coefficient
Safety Factors
Maintenance Frequency
Design Life
Added Mass Factor
Eccentricity Factor
Berth Configuration Factor
Softness Factor
Safety Factor
Design Approach Velocity
Fender Type Selection
Size and Rubber Grade Selection
Reaction vs Energy Ratio
Fender Spacing
Wharf Clearance Checks
Load Distribution to Hull
Snagging/Bevels Features
Restraining Chains
Loading & Shipping
Importation & Delivery to Site
Installation & Commissioning
Periodic Maintenance
Parts Replacement
Warranties
Scale Testing
Composition Testing
Verification Testing
Component Manufacture
Quality Assurance and Control
Procurement from Approved Vendors
Code of Practice for Design of Fendering and Mooring Systems: BS 6349: Part 4 (2014)
PIANC WG33 Guidelines for the Design of Fenders (2002)
Recommendations of the Committee for Waterfront Structures, Harbours and Waterways (EAU 2004)
PIANC Report of the International Commission for Improving the Design of Fender Systems: Supplement to Bulletin
No.45 (1984)
Actions in the Design of Maritime and Harbour Works: ROM 0.2-90 (1990)
Recommendations for the Design of the Maritime Configuration of Ports, Approach Channels and Harbour Basins:
ROM 3.1-99 (1999)
Dock Fenders – Rosa 2000 Edition No.1
Engineering and Design of Military Ports: Unified Facilities Criteria UFC 4-159-02 (2004)
Design of Piers And Wharves: Unified Facilities Criteria UFC 4-152-01 (2005)
Guidelines for the Design of Maritime Structures – Australia: AS4997 (2005)
Engineering Standards for Port & Harbour Structures Design Manual —Philippine Ports Authority (2009)
Determining and Reporting the Berthing Energy and Reaction of Marine Fenders: ASTM F2192-05 (2005)
Design, Manufacture & Testing
MARINE FENDERS
DETAILED DESIGN
MANUFACTURING
ESC can complete a preliminary assessment and design of the
most appropriate fender system to allow budgeting and
estimation for projects. ESC can complete this even with a
limited information set.
ESC has developed software that assist in calculating berthing
energies for the project's complete vessel range which are then
used to specify the optimal fender configuration which includes
- rubber fender selection, frontal panel sizing and location,
chain and anchor design and if appropriate cathodic protection
design. These calculations are completed to PIANC guidelines
by default with some special references to other standards
such as Full manufacturing and layout drawings are produced
to enable high quality production and comprehensive detailing
for installation on site.
ESC's fender product line is comprehensive, with over 50
profiles and 5 rubber grades (low reaction to super high
reaction force) to select from. The frontal pad fabrication
facility (complete with blasting and painting) is in close
proximity to the fender facility which makes factory visits and
ex-mill logistics more convenient and efficient. Components
such as chains and anchors are produced by pre-qualified
manufacturers also in close proximity to the facilities.
DESIGN, MANUFACTURE & TESTING
PRELIMINARY DESIGN & BUDGETING
COLD ROLLED SHEET PILES
7
MARINE FENDERS
QUALITY ASSURANCE & TESTING
Certifications
PIANC CERTIFICATES
Marine Fender Rubber is an engineered material that exhibits
optimal properties in terms of cost, energy absorption, wear
resistance, UV resistance and more. An engineered mixture of
additives is used to improve the overall mechanical and wear
properties of the material. The rubber utilised comes from the
highest quality sources and is inspected and testing in accordance
with the ISO 9001 Quality Management System. Some parameters
tested are: tensile strength, elongation at break, compression set,
hardness, density, seawater resistance, tear resistance, ozone
resistance, abrasion resistant, bond strength and ageing.
MODERN FENDER GEOMETRY WITH HIGH ENERGY ABSORPTION AND LOW REACTION FORCES
CONE FENDER SYSTEM
ESC-TCF SERIES
Section H ØT ØF D ØE ØG Weight Anchors / Head
Bolts mm mm mm mm mm mm kg
ESC-TCF350 350 570 330 22 510 275 4 x M20 50
ESC-TCF400 400 600 340 22 540 260 4 x M24 75
ESC-TCF500 500 750 425 22 675 325 4 x M24 135
ESC-TCF600 600 900 510 27 810 390 6 x M30 235
ESC-TCF700 700 1,050 595 27 945 455 6 x M30 350
ESC-TCF800 800 1,200 680 27 1,080 520 6 x M36 540
ESC-TCF860 860 1,290 730 30 1,160 560 6 x M36 690
ESC-TCF900 900 1,350 765 33 1,215 585 6 x M36 765
ESC-TCF950 950 1,425 810 34 1,282 618 6 x M36 910
ESC-TCF1000 1,000 1,500 850 35 1,350 650 6 x M42 1,050
ESC-TCF1100 1,100 1,650 935 40 1,485 715 6 x M42 1,400
ESC-TCF1150 1,150 1,725 980 40 1,550 750 6 x M42 1,600
ESC-TCF1200 1,200 1,800 1,020 42 1,620 780 8 x M42 1,800
ESC-TCF1250 1,250 1,875 1,060 44 1,690 810 8 x M42 2,050
ESC-TCF1300 1,300 1,950 1,105 46 1,755 845 8 x M48 2,400
ESC-TCF1400 1,400 2,100 1,190 49 1,890 980 8 x M48 2,960
ESC-TCF1450 1,450 2,175 1,232 51 1,960 1,035 8 x M48 3,450
ESC-TCF1500 1,500 2,250 1,275 51 2,025 1,090 8 x M48 3,600
ESC-TCF1600 1,600 2,400 1,360 58 2,160 1,200 8 x M48 4,200
ESC-TCF1800 1,800 2,700 1,530 62 2,430 1,350 10 x M56 6,600
ESC-TCF2000 2,000 3,000 1,700 62 2,700 1,500 10 x M56 9,000
Cone Fender System
APPLICATIONS
Excellent Geometrical Efficiency
Excellent performance at a wide range of
berthing angles
Good Shear Resistance
Wide range of rubber grades and compounds for
various applications
FENDER FEATURES
General Cargo Berths
Bulk Terminals
Oil / LNG Facilities
Container Terminal Berths
RoRo and Cruise Terminals
Monopiles & Dolphins
DIMENSIONS H
ØE ØT
D
ØG ØF
Anchors Bolts
COLD ROLLED SHEET PILES
9 Cone Fender System
RUBBER GRADE
G1.0 G1.1 G1.2 G1.3 G1.4 G1.5 G1.6 G1.7 G1.8 G1.9 G2.0
ESC-TCF350 E 12 14 15 17 19 21 23 25 27 29 31
R 63 71 78 86 95 105 115 125 135 146 156
ESC-TCF400 E 19 21 23 25 28 31 34 37 40 43 46
R 82 93 102 112 124 138 150 163 127 190 204
ESC-TCF500 E 36 41 45 49 55 61 66 72 78 84 90
R 129 145 159 175 194 215 234 255 276 297 318
ESC-TCF600 E 63 71 77 85 95 105 114 124 134 145 155
R 185 209 229 253 279 310 337 367 397 428 458
ESC-TCF700 E 99 112 123 136 150 166 181 197 213 230 246
R 252 284 312 344 380 422 458 500 541 582 623
ESC-TCF800 E 148 167 184 202 224 248 270 294 319 343 367
R 329 371 407 449 497 551 599 652 706 760 814
ESC-TCF860 E 184 208 228 252 278 309 335 366 396 426 456
R 380 429 470 519 574 636 692 754 816 878 941
ESC-TCF900 E 211 238 261 288 319 354 384 419 545 488 523
R 417 470 515 568 629 697 758 826 894 962 1,030
ESC-TCF950 E 249 280 307 339 375 416 452 493 533 574 615
R 464 523 574 633 701 777 844 920 996 1,072 1,148
ESC-TCF1000 E 290 327 359 395 438 485 527 575 622 670 717
R 514 580 636 701 776 860 935 1,019 1,104 118 1,272
ESC-TCF1100 E 386 435 477 526 582 646 702 765 828 891 954
R 622 702 770 849 939 1,041 1,132 1,234 1,335 1,437 1,539
ESC-TCF1150 E 441 497 545 601 666 738 802 874 946 1,018 1,091
R 680 767 841 928 1,027 1,138 1,237 1,348 1,460 1,571 1,682
ESC-TCF1200 E 501 565 620 683 756 838 911 993 1,075 1,157 1,239
R 741 835 916 1,010 1,118 1,239 1,347 1,468 1,589 1,710 1,832
ESC-TCF1250 E 566 638 700 772 855 947 1,030 1,122 1,215 1,308 1,401
R 804 905 994 1,096 1,213 1,344 1,461 1,593 1,724 1,856 1,987
ESC-TCF1300 E 637 718 788 869 961 1,066 1,158 1,263 1,367 1,471 1,575
R 869 980 1,075 1,185 1,312 1,454 1,581 1,723 1,865 2,007 2,150
ESC-TCF1400 E 796 897 984 1,085 1,201 1,331 1,447 1,577 1,707 1,837 1,968
R 1,008 1,137 1,247 1,375 1,522 1,686 1,833 1,998 2,163 2,328 2,493
ESC-TCF1450 E 884 997 1,093 1,206 1,334 1,479 1,607 1,752 1,897 2,041 2,186
R 1,082 1,219 1,337 1,475 1,632 1,809 1,966 2,143 2,320 2,497 2,674
ESC-TCF1500 E 979 1,103 1,210 1,335 1,477 1,637 1,780 1,940 2,100 2,260 2,420
R 1,157 1,305 1,431 1,578 1,747 1,936 2,104 2,294 2,483 2,673 2,862
ESC-TCF1600 E 1,188 1,339 1,469 1,620 1,793 1,987 2,160 2,354 2,548 2,743 2,937
R 1,317 1,484 1,628 1,796 1,987 2,203 2,394 2,610 2,825 3,041 3,256
ESC-TCF1800 E 1,691 1,906 2,091 2,306 2,552 2,829 3,075 3,352 3,628 3,905 4,182
R 1,667 1,879 2,061 2,273 2,515 2,788 3,030 3,303 3,576 3,848 4,121
ESC-TCF2000 E 2,320 2,615 2,868 3,164 3,501 3,881 4,218 4,598 4,977 5,357 5,737
R 2,058 2,319 2,544 2,806 3,105 3,442 3,741 4,078 4,414 4,751 5,088
PERFORMANCE
Units: E : Energy in kNm; R : Reaction Force in kN
Cone Fender System
Temperature Factor
Temp (°C) TF
50 0.90
40 0.94
30 0.98
23 1.00
10 1.06
0 1.10
-10 1.14
-20 1.19
-30 1.24
Angular Factor (AF)
Angle (°) Energy Reaction
0 1.00 1.00
3 1.01 1.00
5 1.00 1.00
8 0.99 1.00
10 0.98 1.00
15 0.93 1.00
20 0.87 1.00
Velocity Factor
Time (s) Factor (VF)
1 1.31
2 1.13
3 1.08
4 1.05
5 1.03
6 1.02
7 1.02
8 1.01
9 1.01
≥ 10 1.00
Intermediate Factor
Deflection (%) Energy (%) Reaction (%)
0 0 0
5 1 26
10 4 48
15 8 66
20 15 79
25 22 90
30 30 97
35 39 100
40 49 99
45 58 94
50 67 85
55 75 74
60 83 67
65 92 71
70 100 100
72 104 130
PERFORMANCE FACTORS
Temperature Factor
Rubber gets softer at high temperatures
(lower energy) and stiffer when cooled
(higher reaction), relative to PIANC datum.
Angular Factor
Performance varies according to the angle
of compression. Standard PIANC angles are
given, other angles may be interpolated.
Velocity Factor
Rubber is viscoelastic so the faster the
impact, the stiffer the material appears to
be.
Factors given are based on a linear
deceleration over the full fender deflection.
Small fenders at high impact speeds are
more affected than large fenders at low
speeds. In most common cases, variance to
RPD is minimal and may be ignored.
PERFORMANCE CURVE
COLD ROLLED SHEET PILES
11
MODERN FENDER GEOMETRY WITH HIGH ENERGY ABSORPTION AND LOW REACTION FORCES
CONE FENDER SYSTEM
ESC-JCF SERIES
Section H ØW ØB D ØU ØS Weight Anchors / Head
Bolts mm mm mm mm mm mm kg
ESC-JCF300H 300 450 405 14 255 195 4 x M16 30
ESC-JCF500H 500 750 675 21 425 325 4 x M24 140
ESC-JCF600H 600 900 810 22 510 390 6 x M24 230
ESC-JCF700H 700 1050 945 26 595 455 6 x M30 390
ESC-JCF800H 800 1200 1080 30 680 520 6 x M36 540
ESC-JCF900H 900 1350 1215 30 765 585 6 x M36 755
ESC-JCF1000H 1000 1500 1350 40 850 650 6 x M42 1020
ESC-JCF1100H 1100 1650 1485 42 935 715 6 x M42 1500
ESC-JCF1150H 1150 1725 1550 42 998 750 6 x M42 1600
ESC-JCF1200H 1200 1800 1620 45 1020 780 8 x M42 1960
ESC-JCF1300H 1300 1950 1755 47 1105 845 8 x M48 2400
ESC-JCF1400H 1400 2100 1890 54 1190 930 8 x M52 3000
ESC-JCF1600H 1600 2400 2160 58 1360 1060 8 x M56 4600
ESC-JCF1800H 1800 2880 2625 75 1530 1190 10 x M56 6600
ESC-JCF2000H 2000 3200 2920 80 1900 1540 10 x M56 9200
Cone Fender System
APPLICATIONS
Excellent Geometrical Efficiency
Excellent performance at a wide range of berthing angles
Good Shear Resistance
Wide range of rubber grades and compounds for various
applications
FENDER FEATURES
General Cargo Berths
Bulk Terminals
Container Terminal Berths
Oil / LNG Facilities
RoRo and Cruise Terminals
Monopiles & Dolphins
DIMENSIONS
Cone Fender System
G0.8 G1.0 G1.2 G1.4 G1.6 G1.8 G2.0 G2.2 G2.4 G2.6 G2.8 G3.0 G3.2
ESC-JCF300H E 9.9 12.4 12.8 13.2 13.6 14.0 14.4 14.8 15.2 15.6 16.0 16.4 18.0
R 59.8 74.7 77.3 79.8 82.4 84.9 87.5 90.0 92.6 95.2 97.7 100 110
ESC-JCF500H E 46.5 58.1 59.7 61.2 62.8 64.3 65.9 67.4 69.0 70.5 72.1 73.6 81.0
R 166 207 214 222 229 236 243 250 258 265 272 279 307
ESC-JCF600H E 80.7 101 103 106 109 111 114 117 119 122 125 127 140
R 239 299 309 319 329 340 350 360 370 380 391 401 441
ESC-JCF700H E 127 159 163 167 172 176 181 185 189 194 198 203 223
R 326 407 421 435 449 463 477 491 505 519 532 546 601
ESC-JCF800H E 190 237 244 250 257 263 270 276 283 290 296 303 333
R 425 531 550 568 586 604 623 641 659 677 695 714 785
ESC-JCF900H E 270 337 347 356 365 375 384 393 403 412 422 431 474
R 537 671 695 718 741 764 787 810 833 856 880 903 993
ESC-JCF1000H E 370 463 476 488 501 514 527 540 552 565 578 591 650
R 664 830 858 887 915 944 972 1001 1029 1058 1086 1115 1226
ESC-JCF1100H E 493 616 633 650 667 684 701 718 735 752 769 786 865
R 803 1004 1039 1073 1107 1142 1176 1211 1245 1279 1314 1348 1483
ESC-JCF1150H E 562 703 722 742 762 781 801 821 840 860 879 899 989
R 878 1097 1135 1172 1210 1248 1285 1323 1361 1398 1436 1474 1621
ESC-JCF1200H E 640 800 822 844 867 889 911 933 955 977 1000 1022 1124
R 955 1194 1235 1276 1317 1358 1399 1440 1481 1522 1564 1605 1765
ESC-JCF1300H E 813 1016 1044 1072 1100 1129 1157 1185 1213 1242 1270 1298 1428
R 1122 1403 1451 1499 1547 1595 1643 1691 1739 1787 1836 1884 2072
ESC-JCF1400H E 1016 1270 1305 1340 1376 1411 1446 1481 1516 1551 1587 1622 1784
R 1301 1626 1682 1737 1793 1849 1905 1961 2017 2073 2129 2185 2403
ESC-JCF1600H E 1517 1896 1948 2001 2053 2106 2158 2211 2263 2316 2368 2421 2663
R 1698 2123 2196 2269 2342 2415 2488 2561 2634 2707 2781 2854 3139
ESC-JCF1800H E 2159 2699 2773 2848 2923 2998 3072 3147 3222 3297 3372 3446 3791
R 2151 2689 2781 2873 2965 3058 3150 3242 3334 3426 3519 3611 3972
ESC-JCF2000H E 2961 3701 3804 3907 4009 4112 4214 4317 4420 4522 4625 4727 5200
R 2656 3320 3434 3548 3661 3775 3889 4003 4117 4231 4344 4458 4904
FENDER PERFORMANCE
Units: E : Energy in kNm; R : Reaction Force in kN
COLD ROLLED SHEET PILES
13 Cone Fender System
Temperature Factor
Temp (°C) TF
50 0.90
40 0.94
30 0.98
23 1.00
10 1.06
0 1.10
-10 1.14
-20 1.19
-30 1.24
Angular Factor (AF)
Angle (°) Energy Reaction
0 1.00 1.00
3 1.01 1.00
5 1.00 1.00
8 0.99 1.00
10 0.98 1.00
15 0.93 1.00
20 0.87 1.00
Velocity Factor
Time (s) Factor (VF)
1 1.31
2 1.13
3 1.08
4 1.05
5 1.03
6 1.02
7 1.02
8 1.01
9 1.01
≥ 10 1.00
Intermediate Factor
Deflection (%) Energy (%) Reaction (%)
0 0 0
5 1 26
10 4 48
15 8 66
20 15 79
25 22 90
30 30 97
35 39 100
40 49 99
45 58 94
50 67 85
55 75 74
60 83 67
65 92 71
70 100 100
72 104 130
PERFORMANCE FACTORS
Temperature Factor
Rubber gets softer at high temperatures
(lower energy) and stiffer when cooled
(higher reaction), relative to PIANC datum.
Angular Factor
Performance varies according to the angle
of compression. Standard PIANC angles are
given, other angles may be interpolated.
Velocity Factor
Rubber is viscoelastic so the faster the
impact, the stiffer the material appears to
be.
Factors given are based on a linear
deceleration over the full fender deflection.
Small fenders at high impact speeds are
more affected than large fenders at low
speeds. In most common cases, variance to
RPD is minimal and may be ignored.
PERFORMANCE CURVE
CELL FENDER SYSTEM
Cell Fender System
VERSATILE FENDER GEOMETRY WITH HIGH EFFICIENCY
ESC-TCL SERIES
APPLICATIONS
Long record history
Good energy absorption to reaction force ratio
Excellent for vessels with low hull pressure allowance
FENDER FEATURES
Bulk Terminals
Oil / LNG Facilities
Container Terminal Berths
DIMENSIONS
RoRo and Cruise
Terminals
Monopiles & Dolphins
H D
Anchor Bolts
ØE ØD
Section H ØW ØB D Anchors / Head
Bolts
Weight
mm mm mm mm kg
ESC-TCL400 400 650 550 25 4 x M24 75
ESC-TCL500 500 650 550 25 4 x M24 95
ESC-TCL630 630 840 700 25 4 x M30 220
ESC-TCL800 800 1,050 900 30 6 x M33 400
ESC-TCL1000 1,000 1,300 1,100 25 6 x M39 790
ESC-TCL1150 1,150 1,500 1,300 37 6 x M42 1,200
ESC-TCL1250 1,250 1,650 1,450 40 6 x M42 1,500
ESC-TCL1450 1,450 1,850 1,650 42 6 x M52 2,300
ESC-TCL1600 1,600 2,000 1,800 45 8 x M52 3,000
ESC-TCL1700 1,700 2,100 1,900 50 8 x M56 3,600
ESC-TCL2000 2,000 2,200 2,000 50 8 x M64 4,200
ESC-TCL2250 2,250 2,550 2,300 57 10 x M64 7,400
ESC-TCL2500 2,500 2,950 2,700 70 10 x M64 10,500
ESC-TCL3000 3,000 3,350 3,150 75 10 x M76 18,500
COLD ROLLED SHEET PILES
15 Cell Fender System
G1.0 G1.1 G1.2 G1.3 G1.4 G1.5 G1.6 G1.7 G1.8 G1.9 G2.0
ESC-TCL400 E 9 10 11 13 14 15 16 17 18 19 20
R 50 57 64 71 78 85 92 97 101 106 117
ESC-TCL500 E 17 20 22 24 27 29 32 33 35 36 40
R 78 89 100 111 122 132 143 150 158 165 182
ESC-TCL630 E 34 38 43 48 53 58 63 66 70 73 80
R 123 140 158 175 193 210 228 240 251 263 289
ESC-TCL800 E 69 78 88 98 105 111 118 125 131 138 152
R 196 224 252 280 297 313 330 348 365 383 421
ESC-TCL1000 E 137 156 176 195 214 233 252 264 277 289 318
R 312 356 401 445 487 530 572 601 631 660 726
ESC-TCL1150 E 208 238 267 297 327 358 388 407 426 445 490
R 412 471 530 589 646 703 760 802 843 885 974
ESC-TCL1250 E 267 306 344 382 420 459 4,978 523 548 574 631
R 487 557 626 696 765 833 902 949 995 1,042 1,146
ESC-TCL1450 E 417 477 536 596 656 716 776 816 855 895 985
R 655 749 842 936 1,029 1,122 1,215 1,277 1,340 1,402 1,542
ESC-TCL1600 E 561 641 721 801 857 914 970 1,020 1,070 1,120 1,232
R 798 912 1,026 1,140 1,210 1,281 1,351 1,420 1,489 1,558 1,714
ESC-TCL1700 E 672 768 864 960 1,057 1,153 1,250 1,314 1,378 1,442 1,586
R 901 1,030 1,158 1,287 1,415 1,544 1,672 1,757 1,843 1,928 2,121
ESC-TCL2000 E 1,095 1,251 1,408 1,564 1,723 1,881 2,040 2,143 2,245 2,348 2,583
R 1,247 1,425 1,603 1,781 1,957 2,134 2,310 2,429 2,549 2,668 2,935
ESC-TCL2250 E 1,730 1,978 2,225 2,472 2,720 2,967 3,215 3,378 3,540 3,703 4,073
R 1,751 2,002 2,252 2,502 2,751 3,000 3,249 3,415 3,582 3,748 4,123
ESC-TCL2500 E 2,374 2,713 3,052 3,391 3,731 4,070 4,410 4,636 4,862 5,088 5,597
R 2,162 2,470 2,779 3,088 3,396 3,704 4,012 4,218 4,424 4,630 5,093
ESC-TCL3000 E 3,577 4,088 4,599 5,110 5,643 6,177 6,710 - - - -
R 3,066 3,504 3,942 4,380 4,850 5,320 5,790 - - - -
PERFORMANCE
Units: E : Energy in kNm; R : Reaction Force in kN
Cone Fender System
Temperature Factor
Temp (°C) TF
50 0.91
40 0.94
30 0.97
23 1.00
10 1.05
0 1.10
–10 1.15
–20 1.2
–30 1.26
Angular Factor (AF)
Angle (°) Energy Reaction
0 1 1.00
3 0.98 1.00
5 0.95 1.00
8 0.91 1.00
10 0.88 1.00
15 0.81 1.00
20 0.65 1.00
Velocity Factor
Time (s) Factor (VF)
1 1.05
2 1.03
3 1.02
4 1.01
5 1.00
6 1.00
7 1.00
8 1.00
9 1.00
10 1.00
11 1.00
12 1.00
13 1.00
14 1.00
≥15 0.99
Intermediate Factor
Deflection (%) Energy (%) Reaction (%)
0 0 0
5 38 2
10 68 8
15 88 17
20 97 28
25 100 39
30 99 51
35 97 62
40 95 73
45 95 84
50 97 94
52.5 100 100
55 106 106
PERFORMANCE FACTORS
Temperature Factor
Rubber gets softer at high temperatures
(lower energy) and stiffer when cooled
(higher reaction), relative to PIANC datum.
Angular Factor
Performance varies according to the angle
of compression. Standard PIANC angles are
given, other angles may be interpolated.
Velocity Factor
Rubber is viscoelastic so the faster the
impact, the stiffer the material appears to
be.
Factors given are based on a linear
deceleration over the full fender deflection.
Small fenders at high impact speeds are
more affected than large fenders at low
speeds. In most common cases, variance to
RPD is minimal and may be ignored.
PERFORMANCE CURVE
COLD ROLLED SHEET PILES
17 Cell Fender System
CELL FENDER SYSTEM
VERSATILE FENDER GEOMETRY WITH HIGH EFFICIENCY
ESC-JCL SERIES
APPLICATIONS
Long record history
Good energy absorption to reaction force ratio
Excellent for vessels with low hull pressure allowance
FENDER FEATURES
Bulk Terminals
Oil / LNG Facilities
Container Terminal Berths
RoRo and Cruise Terminals
Monopiles & Dolphins
Section H ØW ØB D Anchor
Bolts
Weight
mm mm mm mm kg
ESC-JCL400 400 650 550 25 4 x M22 83
ESC-JCL500 500 650 550 25 4 x M24 110
ESC-JCL630 630 840 700 30 4 x M30 235
ESC-JCL800 800 1050 900 30 6 x M30 410
ESC-JCL1000 1000 1300 1100 35 6 x M36 805
ESC-JCL1150 1150 1500 1300 40 6 x M42 1223
ESC-JCL1250 1250 1650 1450 45 6 x M42 1490
ESC-JCL1450 1450 1850 1650 47 6 x M48 2330
ESC-JCL1600 1600 2000 1800 50 8 x M48 3020
ESC-JCL1700 1700 2100 1900 55 8 x M56 3730
ESC-JCL2000 2000 2200 2000 55 8 x M64 5023
ESC-JCL2250 2250 2550 2300 60 10 x M64 7450
ESC-JCL2500 2500 2950 2700 70 10 x M64 10750
ESC-JCL3000 3000 3350 3150 75 12 x M76 16320
DIMENSIONS
ØW ØB
H D
D
Cell Fender System
G0.8 G1.0 G1.2 G1.4 G1.6 G1.8 G2.0 G2.2 G2.4 G2.6 G2.8 G3.0 G3.2
ESC-JCL400 E 8.8 9.8 10.8 11.8 13.0 14.5 15.9 16.9 17.9 18.9 19.8 20.7 22.8
R 50.3 55.9 61.5 67.0 74.0 82.4 90.8 96.5 102 108 113 118 130
ESC-JCL500 E 17.3 19.2 21.1 23.0 25.4 28.3 31.2 33.1 35.0 36.9 38.6 40.4 44.4
R 78.6 87.3 96.0 105 116 129 142 151 160 168 176 184 202
ESC-JCL630 E 34.4 38.2 42.2 46.1 51.0 56.7 62.5 66.3 70.0 73.7 77.2 80.8 88.9
R 124 138 152 167 184 205 226 240 253 266 279 292 321
ESC-JCL800 E 70.8 78.7 86.5 94.4 104 116 127 135 143 151 158 166 183
R 202 224 246 269 297 330 363 385 408 430 451 472 519
ESC-JCL1000 E 138 153 169 184 203 226 249 265 280 295 310 324 356
R 314 349 384 419 463 516 568 603 638 672 705 738 812
ESC-JCL1150 E 210 233 257 280 309 344 379 402 425 448 471 493 542
R 416 462 508 555 652 801 950 916 883 888 932 976 1074
ESC-JCL1250 E 269 299 329 359 397 442 487 516 545 575 606 637 701
R 491 545 600 655 723 805 887 940 993 1048 1104 1160 1276
ESC-JCL1450 E 420 467 514 561 620 692 764 807 850 895 941 987 1086
R 661 734 808 881 974 1087 1200 1268 1336 1406 1478 1550 1705
ESC-JCL1600 E 565 628 692 755 834 927 1020 1084 1148 1210 1270 1330 1463
R 805 894 984 1075 1186 1318 1450 1542 1634 1722 1806 1890 2079
ESC-JCL1700 E 679 754 832 909 1002 1111 1220 1296 1372 1446 1518 1590 1749
R 909 1010 1114 1218 1344 1492 1640 1740 1840 1938 2034 2130 2343
ESC-JCL2000 E 1098 1220 1348 1476 1630 1810 1990 2114 2238 2358 2474 2590 2849
R 1251 1390 1534 1678 1854 2062 2270 2410 2550 2686 2818 2950 3245
ESC-JCL2250 E 1854 2060 2204 2348 2566 2858 3150 3342 3534 3724 3912 4100
R 1881 2090 2234 2378 2598 2894 3190 3386 3582 3774 3962 4150
ESC-JCL2500 E 2538 2820 3024 3228 3526 3918 4310 4578 4846 5108 5364 5620
R 2313 2570 2754 2938 3210 3570 3930 4174 4418 4656 4888 5120
E 4401 4890 5234 5578 6094 6782 7470 ESC-JCL3000
R 3339 3710 3974 4238 4630 5150 5650
PERFORMANCE
Units: E : Energy in kNm; R : Reaction Force in kN
COLD ROLLED SHEET PILES
19 Cell Fender System
Temperature Factor
Temp (°C) TF
50 0.90
40 0.94
30 0.98
23 1.00
10 1.06
0 1.10
–10 1.14
–20 1.19
–30 1.24
Angular Factor (AF)
Angle (°) Energy Reaction
0 1.00 1.00
3 0.97 1.98
5 0.95 0.95
8 0.91 0.94
10 0.89 0.92
15 0.80 0.88
20 0.65 0.80
Velocity Factor
Time (s) Factor (VF)
1 1.22
2 1.09
3 1.05
4 1.03
5 1.0
6 1.01
7 1.01
8 1.00
9 1.00
10 1.00
>10 1.00
Intermediate Factor
Deflection (%) Energy (%) Reaction (%)
0 0 0
5 38 2
10 68 8
15 88 17
20 97 28
25 100 39
30 99 51
35 97 62
40 95 73
45 95 84
50 97 94
52.5 100 100
55 106 106
PERFORMANCE FACTORS
Temperature Factor
Rubber gets softer at high temperatures
(lower energy) and stiffer when cooled
(higher reaction), relative to PIANC datum.
Angular Factor
Performance varies according to the angle
of compression. Standard PIANC angles are
given, other angles may be interpolated.
Velocity Factor
Rubber is viscoelastic so the faster the
impact, the stiffer the material appears to
be.
Factors given are based on a linear
deceleration over the full fender deflection.
Small fenders at high impact speeds are
more affected than large fenders at low
speeds. In most common cases, variance to
RPD is minimal and may be ignored.
PERFORMANCE CURVE
Element Fender System
ADVANCED FENDER GEOMETRY WITH HIGH PERFORMANCE AND ADAPTABLE DESIGN
ESC-TEV SERIES
APPLICATIONS
High efficiency
Modular design
Good angular performance
Wide range of sizes
FENDER FEATURES
Bulk Terminals
Oil / LNG Facilities
Container Terminal Berths
RoRo and Cruise Terminals
Monopiles & Dolphins
Section H A B C D E F T Fixings Weight
mm mm mm mm mm mm mm mm kg
ESC-TEV250 250 35 44 88 77 300 150 17 M20 37
ESC-TEV300 300 47 47 93 94 300 150 17 M20 45
ESC-TEV400 400 63 62 124 125 500 250 17 M24 94
ESC-TEV500 500 87 71 142 158 500 250 20 M30 120
ESC-TEV550 550 87 85 170 172 500 250 20 M30 132
ESC-TEV600 600 87 101 200 188 500 250 20 M30 153
ESC-TEV700 700 110 110 215 220 500 250 26 M30 218
ESC-TEV750 750 118 117 230 235 500 250 26 M36 242
ESC-TEV800 800 129 121 240 250 500 250 26 M36 290
ESC-TEV1000 1000 162 160 310 322 500 250* 31 M42 453
ESC-TEV1250 1250 196 204 390 400 500 250* 36 M48 664
ESC-TEV1400 1400 215 225 445 440 500 250 41 M48 821
ESC-TEV1450 1450 228 226 454 454 500 250 41 M48 873
ESC-TEV1600 1600 261 246 480 507 500 250 50 M56 1227
ELEMENT/V FENDER SYSTEM
DIMENSIONS
COLD ROLLED SHEET PILES
21 Element Fender System
A0 A1 A.2 BO* B1 B2 CO C1 C2 DO* D1
ESC-TEV250 E 7.2 8.2 9.2 10.3 11.0 11.7 12.4 13.2 13.9 14.6 16.1
R 6.2 71 80 89 96 102 108 115 121 127 140
ESC-TEV300 E 10.3 11.8 13.3 14.7 15.8 16.8 17.9 19.0 20 21.1 23.2
R 74.7 85.3 96 107 114 122 130 137 145 152 168
ESC-TEV400 E 18.3 21 23.6 26.2 28.1 30 31.8 33.7 356 37.4 41.2
R 99.6 114 128 142 152 163 173 183 193 203 224
ESC-TEV500 E 28.7 32.8 36.9 1 43.9 46.8 49.7 52.7 55.6 58.5 64.4
R 124 142 160 178 191 203 216 229 241 254 279
ESC-TEV550 E 34.7 39.6 44.6 49.5 53.1 56.6 60.2 63.7 67.2 70.8 77.9
R 137 156 176 196 210 224 237 251 265 279 307
ESC-TEV600 E 41.3 47.2 53.1 59.0 63.2 67.4 71.6 75.8 80 84.2 92.7
R 149 171 192 213 229 244 259 274 290 305 335
ESC-TEV700 E 56 64 72 80.3 86 92 97.5 103 109 115 126
R 174 199 224 249 267 284 302 320 338 356 391
ESC-TEV750 E 64.5 73.7 82.9 92.1 98.7 105 112 118 125 132 145
R 187 213 240 267 286 305 324 343 362 381 419
ESC-TEV800 E 73.4 83.9 94.3 105 112 120 127 135 142 150 165
R 199 228 256 284 305 325 345 366 386 406 447
ESC-TEV1000 E 115 131 147 164 176 187 199 211 222 234 257
R 249 284 320 356 381 406 432 457 483 508 559
ESC-TEV1250 E 179 205 230 256 274 293 311 329 347 366 402
R 311 356 400 445 476 508 540 572 603 635 699
ESC-TEV1400 E 225 257 289 321 344 367 390 413 436 459 505
R 348 398 448 498 533 569 605 640 676 711 782
ESC-TEV1450 E 241 276 310 344 369 394 418 443 467 492 541
R 361 412 464 516 552 589 626 663 700 737 810
ESC-TEV1600 E 294 335 377 419 449 479 509 539 569 599 659
R 398 455 512 569 610 650 691 732 772 813 894
Intermediate Factor
Deflection (%) Energy (%) Reaction (%)
0 0 0
5 2 24
10 6 50
15 14 72
20 25 88
25 36 98
30 48 100
35 59 97
40 69 91
45 78 86
50 86 85
55 95 92
57.5 100 100
62.5 113 126
Temperature Factor
Temperature (°C)
Temperature Factor (TF)
50 0.91
40 0.94
30 0.97
23 1.00
10 1.05
0 1.10
–10 1.15
–20 1.2
–30 1.26
Angle (°) Angular Factor (AF)
Energy Reaction
0 1.00 1.00
3 0.99 1.00
5 0.99 1.00
8 0.96 1.00
10 0.93 1.00
15 0.81 1.00
20 0.71 1.00
Velocity Factor
Compression Time (s)
Velocity Factor (VF)
1 1.24
2 1.10
3 1.06
4 1.04
5 1.02
6 1.01
7 1.01
8 1.00
9 1.00
≥10 1.00
PERFORMANCE
PERFORMANCE FACTORS
Temperature Factor
Rubber gets softer at high temperatures
(lower energy) and stiffer when cooled
(higher reaction), relative to PIANC
datum.
Angular Factor
Performance varies according to the
angle of compression. Standard PIANC
angles are given, other angles may be
interpolated.
Velocity Factor
Rubber is viscoelastic so the faster
the impact, the stiffer the material
appears to be.
Factors given are based on a linear
deceleration over the full fender
deflection. Small fenders at high
impact speeds are more affected
than large fenders at low speeds. In
most common cases, variance to
RPD is minimal and may be ignored.
* Compound DO (previously Compound A), and Compound BO (previously B) are commonly needed for space and replacement projects. Softer, harder
and intermediate compounds are available on request. Performances are per single element of 1 metre length.
PERFORMANCE CURVE
Units: E : Energy in kNm; R : Reaction Force in kN
Element Fender System
ADVANCED FENDER GEOMETRY WITH HIGH PERFORMANCE AND ADAPTABLE DESIGN
ESC-JEV SERIES
APPLICATIONS
High efficiency
Modular design
Good angular performance
Wide range of sizes
FENDER FEATURES
Bulk Terminals
Oil / LNG Facilities
Container Terminal Berths
RoRo and Cruise Terminals
Monopiles & Dolphins
Section H J W B T D L C P
Bolt Weight
mm mm mm Mm mm mm mm mm mm kg
ESC-JEV300 300 47 94 94 15 94 2000 200 300 M20 39
ESC-JEV400 400 63 125 124 17 124 2000 250 500 M24 70
ESC-JEV500 500 87 158 142 20 142 2000 250 500 M30 110
ESC-JEV550 550 87 172 170 20 170 2000 250 500 M30 132
ESC-JEV600 600 87 188 199 20 199 2000 250 500 M30 156
ESC-JEV750 750 118 235 230 26 230 2000 250 500 M36 230
ESC-JEV800 800 129 250 240 26 240 2000 250 500 M36 283
ESC-JEV1000 1000 162 322 310 31 310 2000 250 500 M42 430
ESC-JEV1250 1250 202 401 388 36 388 2000 250 500 M48 655
ESC-JEV1450 1450 228 454 445 41 445 2000 250 500 M48 835
ESC-JEV1600 1600 257 500 480 50 480 2000 250 500 M56 1005
ELEMENT/V FENDER SYSTEM
DIMENSIONS
COLD ROLLED SHEET PILES
23 Element Fender System
FH FO FL
ESC-JEV300 E 22.4 15.3 11.2
R 164 112 93
ESC-JEV400 E 39.8 27.5 20.8
R 218 153 112
ESC-JEV500 E 62.2 43.9 32
R 272 191 141
ESC-JEV550 E 76.5 53 40
R 300 210 156
ESC-JEV600 E 90.8 63.2 47
R 326 229 172
ESC-JEV750 E 140 97.9 72.6
R 410 288 212
ESC-JEV800 E 160 112 83
R 437 305 225
ESC-JEV1000 E 250 175 130
R 545 382 283
ESC-JEV1250 E 391 273 185
R 680 476 341
ESC-JEV1450 E 526 368 255
R 791 554 396
ESC-JEV1600 E 641 449 335
R 872 611 453
Intermediate Factor
Deflection (%) Energy (%) Reaction (%)
5 31 2
10 58 7
15 79 14
20 92 24
25 99 34
30 100 45
35 96 56
40 90 66
45 85 76
50 84 85
55 92 95
57.5 100 100
60 112 106
62.5 130 112
Temperature Factor
Temperature (°C)
Temperature Factor (TF)
50 0.90
40 0.94
30 0.98
23 1.00
10 1.06
0 1.10
–10 1.14
–20 1.19
–30 1.24
Angle (°) Angular Factor (AF)
Energy Reaction
0 1 1.00
3 0.99 1.00
5 0.99 1.00
8 0.96 1.00
10 0.93 1.00
15 0.81 1.00
20 0.71 1.00
Velocity Factor
Compression Time (s)
Velocity Factor (VF)
1 1.24
2 1.10
3 1.06
4 1.04
5 1.02
6 1.01
7 1.01
8 1.00
9 1.00
≥10 1.00
PERFORMANCE
PERFORMANCE FACTORS
Temperature Factor
Rubber gets softer at high temperatures (lower energy) and stiffer when cooled
(higher reaction), relative to PIANC datum.
Angular Factor
Performance varies according to the angle of compression. Standard PIANC angles
are given, other angles may be interpolated.
Velocity Factor
Rubber is viscoelastic so the faster the impact, the stiffer the material appears to
be.
Factors given are based on a linear deceleration over the full fender deflection. S
mall fenders at high impact speeds are more affected than large fenders at low
speeds. In most common cases, variance to RPD is minimal and may be ignored.
ELEMENT SPACING
Always ensure there is enough distance between the elements, on
the panel side of at least 5% to 10% of the element fender height.
The angular factors provided are based on a typical separation of
1.2 times the fender height (see diagram). For other spacing
clarifications contact [email protected].
PERFORMANCE CURVE
Units: E : Energy in kNm; R : Reaction Force in kN
Arch Fender System
ESC-TAR SERIES
APPLICATIONS FENDER FEATURES
Section H A B C F T
Hole size Fixings Weight W
mm mm mm mm mm mm kg mm
ESC-TAR150 150 110 240 108 98 15 40X20 M16 39 326
ESC-TAR200 200 144 320 128 145 20 58X29 M24 60 400
ESC-TAR250 250 180 410 160 165 25 64X32 M30 85 500
ESC-TAR300 300 210 490 195 245 26 70X35 M30 125 600
ESC-TAR400 400 280 670 260 320 30 82X41 M36 205 800
ESC-TAR500 500 350 840 325 39 33 94X47 M42 325 1000
ESC-TAR600 600 420 1010 390 470 36 100X50 M48 480 1200
ESC-TAR800 800 560 1340 520 600 48 136X68 M64 875 1600
ESC-TAR1000 1000 700 1680 650 750 60 136X68 M64 1395 2000
Section
L = 1000(n=4) L=1500(n=6) L=2000(n=8) L=2500(n=8) L=3000(n=10) L=3500(n=12)
1000 39.37 1500 59.06 2000 78.74 2500 98.43 3000 118.11 3500 137.80
K M K M K M K M K M K M
ESC-TAR150 860 1100 680 1600 620 2100 - - - - - -
ESC-TAR200 860 1100 680 1600 620 2100 785 2600 715 3100 672 3600
ESC-TAR250 862 1125 680 1625 620 2125 790 2625 715 3125 673 3625
ESC-TAR300 870 1150 685 1650 625 2150 790 2650 715 3150 674 3650
ESC-TAR400 900 1200 700 1700 635 2200 800 2700 725 3200 680 3700
ESC-TAR500 930 1250 715 1750 645 2250 810 2750 730 3250 686 3750
ESC-TAR600 960 1300 730 1800 655 2300 820 2800 740 3300 692 3800
ESC-TAR800 1040 1400 770 1900 680 2400 845 2900 775 3500
ESC-TAR1000 1100 1500 800 2000 700 2500 865 3000
TAV SERIES
ARCH FENDER SYSTEM
DIMENSIONS
Excellent Geometrical Efficiency Excellent performance at a wide range of berthing angles Good Shear Resistance Wide range of rubber grades and compounds for various
applications
General Cargo Berths
Bulk Terminals
Oil / LNG Facilities
Container Terminal Berths
RoRo and Cruise Terminals
Monopiles & Dolphins
MODERN FENDER GEOMETRY WITH HIGH ENERGY ABSORPTION AND LOW REACTION FORCES
COLD ROLLED SHEET PILES
25 Arch Fender System
A0 A1 A.2 BO B1 B2 CO C1 C2 DO D1
ESC-TAR150 E 3.0
4.3
5.8
6.1
R 59 84 108 126
ESC-TAR200 E 8.0 9.2 10.3 11.5 12.4 13.3 13.8 15.2 16.8 18.2 20.0
R 95 109 123 136 146 155 165 182 198 215 236
ESC-TAR250 E 12.6 14.4 16.3 18.0 19.3 20.3 21.5 23.8 26.2 28.5 31.3
R 119 136 153 170 183 194 207 228 248 268 295
ESC-TAR300 E 18.2 20.8 23.4 26.0 27.7 29.3 31.0 34.3 37.7 41.0 45.1
R 143 163 184 204 219 233 248 273 297 322 354
ESC-TAR400 E 32.2 36.8 41.4 46.0 49.7 53.3 57.0 62.7 68.3 74.0 81.4
R 193 220 248 275 293 312 330 363 397 430 473
ESC-TAR500 E 50.4 57.6 64.8 72.0 77.3 82.7 88 96.7 105 114 125
R 241 275 310 344 367 391 414 455 497 538 592
ESC-TAR600 E 72.8 83.2 93.6 104 111 119 126 139 151 164 180
R 288 330 371 412 440 468 496 545 595 644 708
ESC-TAR800 E 130 148 167 185 198 210 223 245 268 290 319
R 385 440 495 550 587 624 661 728 795 862 948
ESC-TAR1000 E 202 230 259 288 309 331 352 387 420 456 500
R 482 550 620 688 734 782 828 910 994 1076 1184
Intermediate Factor (ESC-TAR150) Intermediate Factor (ESC-TAR200-1000)
D(%) E(%) R (%) D(%) E(%) R (%)
5 2 31 5 1 23
10 9 53 10 6 50
15 18 72 15 14 74
20 29 87 20 25 91
25 43 96 25 37 99
30 57 100 30 50 99
35 72 98 35 62 92
40 86 95 40 73 83
45 100 100 45 84 78
50 116 131 50 94 87
52.5 100 100
55 107 120
Temperature Factor
Temperature (°C)
Temperature
Factor (TF)
50 0.91
40 0.94
30 0.97
23 1.00
10 1.05
0 1.10
–10 1.15
–20 1.2
–30 1.26
Angle (°) Angular Factor (AF)
Energy Reaction
0 1.00 1.00
3 0.97 1.00
5 0.95 1.00
8 0.91 1.00
10 0.88 1.00
15 0.80 1.00
20 0.73 1.00
Velocity Factor
Compression Time (s)
Velocity Factor (VF)
1 1.19
2 1.08
3 1.04
4 1.03
5 1.02
6 1.01
7 1.01
8 1.00
9 1.00
≥ 10 1.00
PERFORMANCE
PERFORMANCE FACTORS
Temperature Factor
Rubber gets softer at high temperatures
(lower energy) and stiffer when cooled
(higher reaction), relative to PIANC
datum.
Angular Factor
Performance varies according to the angle of
compression. Standard PIANC angles are given,
other angles may be interpolated.
Velocity Factor
Rubber is viscoelastic so the faster the impact,
the stiffer the material appears to be.
Factors given are based on a linear deceleration
over the full fender deflection. Small fenders at
high impact speeds are more affected than large
fenders at low speeds. In most common cases,
variance to RPD is minimal and may be ignored.
PERFORMANCE CURVE
Units: E : Energy in kNm; R : Reaction Force in kN
D=Deflection. E=Energy, R=Reaction
Arch Fender System
ESC-JAR SERIES
ARCH FENDER SYSTEM
DIMENSIONS
Excellent geometrical efficiency
Excellent performance at a wide range
of berthing angles
Good shear resistance
Wide range of rubber grades and
compounds for various applications.
Good shear resistance
Simple one piece fender design
FEATURES
Section H W E F G T
Hole size Fixings Weight
mm mm mm mm mm mm kg
ESC-JAR250 250 500 164 160 410 21 32 x 64 M24 85
ESC-JAR300 300 600 225 195 490 24 35 x 70 M30 125
ESC-JAR400 400 800 300 260 670 30 41 x 82 M36 205
ESC-JAR500 500 1000 375 325 840 33 47 x 94 M42 325
ESC-JAR600 600 1200 450 390 1010 36 50 x 100 M48 480
ESC-JAR800 800 1600 600 520 1340 45 68 x 136 M56 875
ESC-JAR1000 1000 2000 750 650 1680 60 68 x 136 M56 1400
Section
L = 1000(n=1) L=1500(n=2) L=2000(n=3) L=2500(n=3) L=3000(n=4) L=3500(n=5)
1000 39.37 1500 59.06 2000 78.74 2500 98.43 3000 118.11 3500 137.80
P Q P Q P Q P Q P Q P Q
ESC-JAR250 130 865 135 680 135 620 130 790 135 715 120 673
ESC-JAR300 140 870 140 685 140 625 140 790 145 715 140 674
ESC-JAR400 150 900 150 700 150 635 150 800 150 725 150 680
ESC-JAR500 160 930 160 715 160 645 160 810 165 730 160 686
ESC-JAR600 170 960 170 730 170 655 170 820 170 740 170 692
ESC-JAR800 180 1040 180 770 180 680 185 845 180 760
ESC-JAR1000 200 1100 200 800 200 700
MODERN FENDER GEOMETRY WITH HIGH ENERGY ABSORPTION AND LOW REACTION FORCES
APPLICATIONS
General Cargo Berths
Bulk Terminals
Oil / LNG Facilities
Container Terminal Berths
RoRo and Cruise Terminals
Monopiles & Dolphins
COLD ROLLED SHEET PILES
27 Arch Fender System
PERFORMANCE CURVE & FACTORS
PERFORMANCE TABLE
Intermediate Factor
Deflection (%) Energy (%) Reaction (%)
5 25 1
10 54 6
15 76 14
20 88 25
25 95 35
30 98 47
35 100 59
40 99 71
45 95 83
50 94 94
52.5 100 100
55 116 106
Temperature Factor
Temperature (°C)
Temperature Factor (TF)
50 0.90
40 0.94
30 0.98
23 1.00
10 1.06
0 1.10
–10 1.14
–20 1.19
–30 1.24
Angle (°) Angular Factor (AF)
Energy Reaction
0 1 1.00
3 0.97 1.00
5 0.95 1.00
8 0.91 1.00
10 0.88 1.00
15 0.80 1.00
20 0.73 1.00
Velocity Factor
Compression Time (s)
Velocity Factor (VF)
1 1.19
2 1.08
3 1.04
4 1.03
5 1.02
6 1.01
7 1.01
8 1.00
9 1.00
≥10 1.00
T07 T08 T09 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19
ESC-JAR250 E 10.6 12.2 13.7 15.2 15.8 16.5 17.1 17.7 18.4 19.0 19.6 20.3 20.9
R 102 117 132 146 152 158 164 170 176 182 188 194 200
ESC-JAR300 E 15.3 17.5 19.7 21.9 22.8 23.7 24.6 25.5 26.4 27.4 28.3 29.2 30.1
R 123 140 158 175 183 190 197 204 211 218 225 232 240
ESC-JAR400 E 27.2 31.1 35.0 38.9 40.5 42.2 43.8 45.4 47.0 48.6 50.2 51.9 53.5
R 164 187 210 234 243 253 262 272 281 291 300 310 319
ESC-JAR500 E 42.6 48.7 54.7 60.8 63.3 65.9 68.4 70.9 73.5 76.0 78.5 81.0 83.6
R 205 234 263 292 304 316 328 340 352 364 375 387 399
ESC-JAR600 E 61.3 70.1 78.8 87.6 91.2 94.9 98.5 102 106 109 113 117 120
R 246 281 316 351 365 379 394 408 422 436 451 465 479
ESC-JAR800 E 109 125 140 156 162 169 175 182 188 195 201 207 214
R 327 374 421 468 487 506 525 544 563 582 601 620 639
ESC-JAR1000 E 170 195 219 243 253 263 274 284 294 304 314 324 334
R 409 468 526 585 608 632 656 680 703 727 751 775 798
Units: E : Energy in kNm; R : Reaction Force in kN
Temperature Factor
Rubber gets softer at high temperatures
(lower energy) and stiffer when cooled
(higher reaction), relative to PIANC
datum.
Angular Factor
Performance varies according to the
angle of compression. Standard PIANC
angles are given, other angles may be
interpolated.
Velocity Factor
Rubber is viscoelastic so the faster the
impact, the stiffer the material appears to
be.
Factors given are based on a linear
deceleration over the full fender
deflection. Small fenders at high impact
speeds are more affected than large
fenders at low speeds. In most common
cases, variance to RPD is minimal and
may be ignored.
Arch Fender System
ESC-JDA SERIES
ARCH FENDER SYSTEM
DIMENSIONS
Section L P + (n x Q) + P H T E F W G P n x Q
mm mm mm mm mm mm mm mm mm mm
ESC-JDA-150
1000 1075 150 22.5 98 96 300 240 110 855
1500 1575 150 22.5 98 96 300 240 113 675
2000 2075 150 22.5 98 96 300 240 215 620
2500 2575 150 22.5 98 96 300 240 220 785
3000 3075 150 22.5 98 96 300 240 215 715
3500 3575 150 22.5 98 96 300 240 220 671
ESC-JDA-200
1000 1100 200 30 145 128 400 320 120 860
1500 1600 200 30 145 128 400 320 120 680
2000 2100 200 30 145 128 400 320 120 620
2500 2600 200 30 145 128 400 320 123 785
3000 3100 200 30 145 128 400 320 120 715
3500 3600 200 30 145 128 400 320 120 672
ESC-JDA-250
1000 1125 250 33 164 160 500 410 130 865
1500 1625 250 33 164 160 500 410 133 680
2000 2125 250 33 164 160 500 410 133 620
2500 2625 250 33 164 160 500 410 128 790
3000 3125 250 33 164 160 500 410 133 715
3500 3625 250 33 164 160 500 410 130 673
ESC-JDA-300
1000 1150 300 33 225 195 600 490 140 870
1500 1650 300 33 225 195 600 490 140 685
2000 2150 300 33 225 195 600 490 138 625
2500 2650 300 33 225 195 600 490 140 790
3000 3150 300 33 225 195 600 490 145 715
3500 3650 300 33 225 195 600 490 140 674
ESC-JDA-400
1000 1200 400 40 300 260 800 670 150 900
1500 1700 400 40 300 260 800 670 150 700
2000 2200 400 40 300 260 800 670 148 635
2500 2700 400 40 300 260 800 670 150 800
3000 3200 400 40 300 260 800 670 150 725
3500 3700 400 40 300 260 800 670 150 680
ESC-JDA-500
1000 1250 500 45 375 325 1000 840 160 930
1500 1750 500 45 375 325 1000 840 160 715
2000 2250 500 45 375 325 1000 840 158 645
2500 2750 500 45 375 325 1000 840 160 810
3000 3250 500 45 375 325 1000 840 165 730
3500 3750 500 45 375 325 1000 840 160 686
1000 1300 600 54 450 390 1200 1010 170 960
ESC-JDA-600
1500 1800 600 54 450 390 1200 1010 170 730
2000 2300 600 54 450 390 1200 1010 168 655
2500 2800 600 54 450 390 1200 1010 170 820
3000 3300 600 54 450 390 1200 1010 170 740
3500 3800 600 54 450 390 1200 1010 170 692
MODERN FENDER GEOMETRY WITH HIGH ENERGY ABSORPTION AND LOW REACTION FORCES
Other sizes available, please contact us for further information.
COLD ROLLED SHEET PILES
29 Arch Fender System
PERFORMANCE CURVE & FACTORS
PERFORMANCE TABLE
Intermediate Factor
Deflection (%) Energy (%) Reaction (%)
5 25 1
10 54 6
15 76 14
20 88 25
25 95 35
30 98 47
35 100 59
40 99 71
45 95 83
50 94 94
52.5 100 100
55 116 106
Temperature Factor
Temperature (°C)
Temperature Factor (TF)
50 0.90
40 0.94
30 0.98
23 1.00
10 1.06
0 1.10
–10 1.14
–20 1.19
–30 1.24
Angle (°) Angular Factor (AF)
Energy Reaction
0 1 1.00
3 0.97 1.00
5 0.95 1.00
8 0.91 1.00
10 0.88 1.00
15 0.80 1.00
20 0.73 1.00
Velocity Factor
Compression Time (s)
Velocity Factor (VF)
1 1.19
2 1.08
3 1.04
4 1.03
5 1.02
6 1.01
7 1.01
8 1.00
9 1.00
≥10 1.00
FS FH FO FL
52.5% 55% 52.5% 55% 52.5% 55% 52.5% 55%
ESC-JDA150 E 7.1 8.4 6.1 7.1 4.1 5.1 3.1 4.1
R 135 182 147 157 87.7 117 58 79.6
ESC-JDA200 E 11.2 14.3 11.2 12.2 8.2 9.2 5.1 6.1
R 176 240 156 208 114 156 78.5 104
ESC-JDA250 E 29 41.2 22.8 24 18.8 19.8 16.6 17.7
R 281 391 216 300 179 249 154 213
ESC-JDA300 E 41.8 44.8 31.6 33.7 25.5 27.4 22.4 24.5
R 330 460 254 353 290 300 181 251
ESC-JDA400 E 74.4 79.4 57.1 61.2 46.9 50 40.8 43.9
R 441 612 339 469 281 361 241 334
ESC-JDA500 E 115 123 89.5 94.9 73.4 78.5 69.4 67.3
R 551 765 423 588 351 487 301 418
ESC-JDA600 E 166 179 129 138 106 113 90.7 97
R 660 917 508 708 420 590 361 502
Units: E : Energy in kNm; R : Reaction Force in kN, FS- Super High Reaction Force, FH— High Reaction Force, FO—Standard Reaction Force, FL— Low Reaction Force
Temperature Factor
Rubber gets softer at high temperatures
(lower energy) and stiffer when cooled
(higher reaction), relative to PIANC
datum.
Angular Factor
Performance varies according to the
angle of compression. Standard PIANC
angles are given, other angles may be
interpolated.
Velocity Factor
Rubber is viscoelastic so the faster the
impact, the stiffer the material appears to
be.
Factors given are based on a linear
deceleration over the full fender
deflection. Small fenders at high impact
speeds are more affected than large
fenders at low speeds. In most common
cases, variance to RPD is minimal and
may be ignored.
Cylindrical Fender System
ESC-TCY SERIES
CYLINDRICAL FENDER SYSTEM
USER-FRIENDLY, ECONOMICAL FENDER WITH HIGH EFFICIENCY
Very simple and practical design, easy to install
Wide range of sizes available in almost any length
Will last for years with low maintenance
FENDER FEATURES
Tug havens
General Cargo Quays
Pontoons & Floating
Structures
APPLICATIONS
Pier Terminals
Bulk Cargo Berths
Fishing and
Workboat Berths
FIXING METHODS
Neckless Chain (<600mm dia.) Bar & Chain (500-1600mm dia.) Ladder Bracket (>1200mm dia.)
Section D d Weight L
mm mm kg mm
ESC-TCY150 150 75 17 10000
ESC-TCY200 200 100 30 10000
ESC-TCY250 250 125 47 10000
ESC-TCY300 300 150 67 10000
ESC-TCY400 400 200 118 8000
ESC-TCY500 500 250 184 8000
ESC-TCY600 600 300 265 3000
ESC-TCY700 700 400 360 3000
ESC-TCY800 800 400 469 3000
ESC-TCY900 900 450 594 3000
ESC-TCY1000 1000 500 733 3000
ESC-TCY1200 1200 600 1055 3000
ESC-TCY1400 1400 700 1434 3000
ESC-TCY1400 1400 800 1287 3000
ESC-TCY1500 1500 750 1648 3000
ESC-TCY1600 1600 800 1872 3000
ESC-TCY1800 1800 900 2370 3000
ESC-TCY2000 2000 1000 2925 3000
DIMENSIONS (STANDARD)
COLD ROLLED SHEET PILES
31 Cylindrical Fender System
FIXINGS
PERFORMANCE CURVE
D = 150—700mm
D (mm) d (mm) Chain (mm)
150 75 16
200 100 18
250 125 20
300 150 20
400 200 26
500 250 32
600 300 32
700 350 36
D = 800—1600mm
D(mm) d (mm) L(mm) Bar(mm) Chain(mm)
800 400
1000 35 26
1500 45 28
2000 55 32
2500 65 34
3000 70 38
900 450
1000 40 26
1500 50 28
2000 60 32
2500 70 34
3000 80 38
1000 500
1000 45 28
1500 55 32
2000 65 38
2500 75 40
3000 85 44
1200 600
1000 50 28
1500 65 34
2000 75 40
2500 85 44
3000 100 50
1400
1500
800
750
1000 65 32
1500 70 38
2000 80 44
2500 90 48
3000 100 52
1600
1000 75 36
800
1500 80 40
2000 90 44
2500 110 48
3000 120 54
All fixing dimensions are for preliminary designs and should be checked and verified with ESC for each application.
Intermediate Factor
Deflection (%) Energy (%) Reaction (%)
0 0 0
10 1 11
20 5 18
30 11 24
40 17 29
50 25 34
60 34 41
70 46 51
80 60 64
90 78 80
100 100 100
105 113 111
110 128 124
Section E R P
ESC-TCY150 2.6 77 654
ESC-TCY200 4.6 102 649
ESC-TCY250 7.3 128 652
ESC-TCY300 10 153 649
ESC-TCY400 19 204 649
ESC-TCY500 29 255 649
ESC-TCY600 42 306 649
ESC-TCY700 50 312 497
ESC-TCY800 74 408 649
ESC-TCY900 93 459 649
ESC-TCY1000 116 510 649
ESC-TCY1200 167 612 649
ESC-TCY1400 227 714 649
ESC-TCY1400 198 625 497
ESC-TCY1500 260 765 649
ESC-TCY1600 296 816 649
ESC-TCY1800 376 918 649
ESC-TCY2000 464 1020 649
PERFORMANCE
PERFORMANCE FACTORS
Units: E : Energy in kNm; R : Reaction Force in kN, P : Performance in kN/m.
Performances are given at rated deflection of 100% of
inside diameter (d) and per 1000mm length.
Performance tolerance is +/- 10%.
ESC-JCY SERIES
CYLINDRICAL FENDER SYSTEM
DIMENSIONS
Section D d Weight
mm mm kg/m
ESC-JCY-150xL 150 75 16
ESC-JCY-200xL 200 100 39
ESC-JCY-250xL 250 125 46
ESC-JCY-300xL 300 150 66
ESC-JCY-350xL 350 175 90
ESC-JCY-400xL 400 200 118
ESC-JCY-500xL 500 250 184
ESC-JCY-600xL 600 300 265
ESC-JCY-700xL 700 350 361
ESC-JCY-800xL 800 400 471
ESC-JCY-900xL 900 450 596
ESC-JCY-1000xL 1000 500 736
ESC-JCY-1100xL 1100 550 890
ESC-JCY-1200xL 1200 600 1060
ESC-JCY-1300xL 1300 650 1244
ESC-JCY-1400xL 1400 700 1442
ESC-JCY-1500xL 1500 750 1656
ESC-JCY-1600xL 1600 800 1884
ESC-JCY-1700xL 1700 850 2127
ESC-JCY-1800xL 1800 900 2384
ESC-JCY-1900xL 1900 950 2657
ESC-JCY-2000xL 2000 1000 2944
Values are for single units, L=1m.
PERFORMANCE
PERFORMANCE CURVE
GRADE
FO FH
ESC-JCY-150xL E 1.5 2
R 45 75
ESC-JCY-200xL E 2.7 4
R 61 97
ESC-JCY-250xL E 4.1 6.6
R 77 122
ESC-JCY-300xL E 6.1 9
R 91 146
ESC-JCY-350xL E 8.2 13
R 106 170
ESC-JCY-400xL E 10.2 17
R 121 195
ESC-JCY-500xL E 16.3 26.5
R 151 244
ESC-JCY-600xL E 24.5 27.5
R 183 292
ESC-JCY-700xL E 31.6 51
R 212 341
ESC-JCY-800xL E 41.8 67.3
R 242 391
ESC-JCY-900xL E 53 85.7
R 273 439
GRADE
FO FH
ESC-JCY-1000xL E 65.3 105
R 303 480
ESC-JCY-1100xL E 78.5 132
R 338 539
ESC-JCY-1200xL E 96.9 155
R 370 585
ESC-JCY-1300xL E 110 183
R 400 635
ESC-JCY-1400xL E 131 212
R 430 683
ESC-JCY-1500xL E 150 243
R 460 732
ESC-JCY-1600xL E 180 288
R 491 792
ESC-JCY-1700xL E 210 345
R 521 840
ESC-JCY-1800xL E 252 414
R 552 889
ESC-JCY-1900xL E 294 497
R 581 938
ESC-JCY-2000xL E 327 596
R 666 1075
Intermediate Factor
Deflection (%) Energy (%) Reaction (%)
0 0 0
5 8 1
10 15 4
15 23 8
20 31 14
25 39 22
30 49 33
35 59 45
40 71 60
45 84 78
50 100 100
55 118 125
Cylindrical Fender System
* For fixing dimensions on any application please contact [email protected] for further details required.
PERFORMANCE FACTORS
COLD ROLLED SHEET PILES
33 Square Fender System
UTILISED IN APPLICATIONS WHICH REQUIRE STIFFER FENDERS THAN D FENDERS
SQUARE FENDER SYSTEM
ESC-SQF SERIES
Optimal for more harsh service environments
Mounted easily onto quay via anchor belts
Can be supplied to a wide range of lengths, with options for angle cutting for corners
Section H B D Bolt Size Bolt Spacing
mm mm mm mm mm
ESC-SQF-150HB
150 150 75 M22 260-330
ESC-SQF-200HB
200 200 100 M26 260-330
ESC-SQF-250HB
250 250 125 M30 250-320
ESC-SQF-300HB
300 300 150 M32 275-330
ESC-SQF-350HB
350 350 175 M36 275-350
ESC-SQF-400HB
400 400 200 M38 300-370
ESC-SQF-500HB
500 500 250 M45 300-400
ESC-SQF-600HB
600 600 300 M52 300-450
L B
H
Also Available Option with UMHW PE Pad
Standard Grade E (kNm)
40% Rated Compression R (kN)
ESC-SQF-150HB
E 3.83
R 117
ESC-SQF-200HB
E 6.85
R 156
ESC-SQF-250HB
E 10.6
R 195
ESC-SQF-300HB
E 15.4
R 234
ESC-SQF-350HB
E 20.9
R 273
ESC-SQF-400HB
E 27.4
R 312
ESC-SQF-500HB
E 42.8
R 390
E 61.6 ESC-SQF-600HB R 468
*Values are per metre length of fender
PERFORMANCE
FENDER FEATURES
DIMENSIONS
D Fender System
ESC-TDF SERIES
D FENDER SYSTEM
HIGHLY VERSATILE FENDER THAT PROVIDES EXCELLENT PROTECTION
Easy to install
Heavy-duty rubber fenders
Ideal for smaller quays and wharves
FENDER FEATURES APPLICATIONS
Pier Terminals
Inland Waterways
Loading Bays
Fishing Boats
Tug Boats
Workboats Berths
Pontoons & Floating
Structures
Section H W A Weight Bolt B Flat Bar E R
mm mm mm kg/m mm
ESC-TDF100 100 100 90-130 8.0 M12 200-300 40 x 5 1.4 77
ESC-TDF150 150 150 110-150 18.1 M16 250-350 60 x 8 3.2 115
ESC-TDF200 200 200 130-180 32.1 M20 300-400 80 x 10 5.7 153
ESC-TDF250 250 250 140-200 50.2 M24 350-450 90 x 12 9.0 192
ESC-TDF300 300 300 140-200 72.3 M24 350-450 110 x 12 12.9 230
ESC-TDF350 350 350 140-200 98.4 M30 350-450 130 x 15 17.6 268
ESC-TDF375 375 375 140-200 113 M30 350-450 140 x 15 20.2 287
ESC-TDF400 400 400 140-200 129 M30 350-450 150 x 15 23.0 306
ESC-TDF500 500 500 140-200 201 M36 350-450 180 x 20 35.9 383
DIMENSIONS & PERFORMANCE
COLD ROLLED SHEET PILES
35 D Fender System
DIMENSIONS & PERFORMANCE
Section H W A Weight Bolt B Flat Bar E R C D
mm mm mm kg/m mm mm mm
ESC-TDC100 100 100 90-130 8.4 M12 200-300 40 x 5 1.8 157 10 25
ESC-TDC150 150 150 110-150 18.8 M16 250-350 60 x 8 4.1 236 12 30
ESC-TDC200 200 200 130-180 33.4 M20 300-400 80 x 10 7.4 314 15 45
ESC-TDC250 250 250 140-200 52.2 M24 350-450 90 x 12 11.5 393 20 50
ESC-TDC300 300 300 140-200 75.2 M24 350-450 110 x 12 16.6 471 25 60
ESC-TDC350 350 350 140-200 102 M30 350-450 130 x 15 22.5 550 25 70
ESC-TDC375 375 375 140-200 118 M30 350-450 140 x 15 25.9 589 30 80
ESC-TDC400 400 400 140-200 134 M30 350-450 150 x 15 29.4 628 30 80
ESC-TDC500 500 500 140-200 209 M36 350-450 180 x 20 46.0 785 40 90
DIMENSIONS & PERFORMANCE
Section A B M N Weight Bolt E R
mm mm mm mm kg/m
ESC-JDD100 100 50 90-130 200-300 8.0 M12 1.4 76
ESC-JDD150 150 75 110-150 250-350 18.1 M16 3.1 114
ESC-JDD200 200 100 130-180 300-400 32.1 M20 5.6 152
ESC-JDD250 250 125 140-200 350-450 50.2 M24 8.9 190
ESC-JDD300 300 150 140-200 350-450 72.3 M24 12.8 232
ESC-JDD350 350 175 140-200 350-450 98.4 M30 17.6 270
ESC-JDD400 400 200 140-200 350-450 129 M30 23.2 305
ESC-JDD500 500 250 140-200 350-450 201 M36 36.0 384
ESC-JDD SERIES
PERFORMANCE CURVE
ESC-TDC SERIES
Pneumatic Fender System
ESC-PNF SERIES
PNEUMATIC FENDER SYSTEM
Vast energy absorption with low
unit surface pressure
Easy to install and low
maintenance requirement
Good performance on inclined
berthing
Low hull pressures
Section A B C D E F
Size mm mm mm mm mm mm
ESC-PNF1000 975 950 1350 200 375 2000 Ø1000x1500L
ESC-PNF1200 1200 1140 1620 220 430 2600 Ø1200x2000L
ESC-PNF1500 1525 1420 2050 250 525 3250 Ø1500x2500L
ESC-PNF2000 2050 1900 2700 300 650 4500 Ø2000x3500L
ESC-PNF2500 2490 2380 3380 450 890 5200 Ø2500x4000L
ESC-PNF3300 3380 3140 4460 500 1080 8500 Ø3300x6500L
ESC-PNF4500 4710 4270 6180 800 1470 12000 Ø4500x9000L
PERFORMANCE CURVE
DIMENSIONS
Chain and Tires
Sling
ROBUST, ITS WELL PROVEN DESIGN MAKES IT A FAVORITE FOR NAVAL USE
FEATURES
* For performance information on any application please contact [email protected] for further details required.
COLD ROLLED SHEET PILES
37 Other Fender Types
OTHER FENDER TYPES
MARINE FENDER SYSTEM
FOAM FILLED FENDER
Foam grades from Standard to Ultra High Capacity options
Distributes stresses across the fender during impact.
Economical, works reliably for years.
Anchoring grip is bigger than D Fenders.
Can be fixed with double line anchors.
Higher installation stability.
WING FENDER
Section H B b L Q p
mm mm mm mm Mm mm
ESC-JDO280x540x1000L 280 540 430 1000 150 700
ESC-JDO300x600x1000L 300 600 490 1000 150 700
DIMENSIONS & PERFORMANCE
Section E R
kJ kN
ESC-JDO280x540x1000L 33 150
ESC-JDO300x600x1000L 61 220
Section s h T t K n
mm mm mm mm kg/m mm
ESC-JDO280x540x1000L 165 120 82 41 40 2
ESC-JDO300x600x1000L 165 120 82 41 40 2
* Other dimensions available, please contact [email protected] for further details required.
FIXINGS
Single pair of Chains
Paired Chains * A wide range of foam filled fender dimensions and performance are available, please contact [email protected] for further details required.
Marine Fender Accessories
ACCESSORIES CHAIN SYSTEM
On the stage of fender design, chains systems should be
considered as one of the configuration. Accurate design
and detailed chain system are necessary for effective
fender performance and load paths of a system as a
whole.
ESC Chain system includes the following components:
Chains
Shackles
Tensioner
Brackets
CHAINS
Ø
4Ø 5Ø MBL
w L Weight w L Weight SL2 SL3
mm mm kg/m mm mm kg/m kN kN
14 20 56 3.8 21 70 3.7 124 154
16 22 64 5.0 24 80 4.8 160 202
18 25 72 6.3 27 90 6.0 209 262
20 28 80 7.8 30 100 7.5 264 330
22 31 88 9.4 33 110 9.0 304 380
25 35 100 12.1 38 125 11.6 393 491
28 39 112 15.2 42 140 14.6 492 616
30 42 120 17.4 45 150 16.7 566 706
32 45 128 19.8 48 160 19.0 644 804
35 49 140 23.8 53 175 22.8 770 964
38 53 152 28.0 57 190 26.9 900 1130
40 56 160 31.0 60 200 29.8 1010 1260
45 63 180 39.3 68 225 37.7 1275 1590
50 70 200 48.5 75 250 46.5 1570 1960
55 77 220 58.6 83 275 56.4 1900 2380
60 84 240 70.0 90 300 67.0 2260 2770
COLD ROLLED SHEET PILES
39 Marine Fender Accessories
ØE ØF ØG W D—Shackle Bow Shackle NBL
H1 Weight H2 Weight J
mm mm mm mm mm kg mm kg kN mm
13 26 16 22 43 0.4 51 0.4 120 32
16 32 19 27 51 0.7 64 0.8 195 43
19 38 22 31 59 1.1 76 1.3 285 51
22 44 25 36 73 1.5 83 1.9 390 58
25 50 28 43 85 2.6 95 2.8 510 68
28 56 32 47 90 3.3 108 3.8 570 75
32 64 35 51 94 4.7 115 5.3 720 83
35 70 38 57 115 6.2 133 7.0 810 95
38 76 42 60 127 7.6 146 8.8 1020 99
45 90 50 74 149 12.8 178 15.0 1500 126
50 100 57 83 171 18.2 197 20.7 2100 138
57 114 65 95 190 27.8 222 29.3 2550 160
65 130 70 105 203 35.1 254 64.5 3330 180
SHACKLES
TENSIONERS
ØT LT±X Chain (Ø) Weight
mm mm mm kg
30 163 ± 82 20-24 6.0
36 179 ± 112 26-32 9.1
45 204 ± 120 34-40 21
60 302 ± 185 42-50 50
BRACKETS
ØA B C D E F G Weight NBL
mm mm mm mm mm mm kg/m kg kN
26 320 260 60 104 50 12 3.4 209
30 370 300 70 120 50 15 5.1 264
34 410 340 70 136 60 15 7.3 304
36 430 360 70 144 60 20 8.6 393
42 510 420 90 168 70 20 13.7 492
44 540 440 100 176 80 20 16.1 566
48 580 480 100 192 80 25 20.5 644
50 610 500 110 200 90 25 23.7 770
56 680 560 120 224 100 30 33.4 900
60 730 600 130 240 110 30 41.1 1010
66 800 660 140 264 120 35 54.8 1275
74 900 740 160 296 130 40 76.9 1570
U ANCHORS
EB1
EB2
*Chain Brackets are designed for different applications, please contact ESC for further details.
EB3
Marine Fender Accessories
Fender panels distributes reaction forces to provide low hull pressures and
cope with large tidal variations. ESC recommends high quality UHMW PE
Pads as the best material for heavy duty impact protection. Impact
resistant and very low in friction. The UHMW Pads allows vessels to move
smoothly pas t a fender system.
Features:
Easy to install
Available in different color and
several quality grades
Does not rot, split or decay
Fully recyclable.
FIXING METHODS
Steel Panel with
welded stud
Timber Structure
Open Steel
Structure
WEAR ALLOWANCES
A B
30 5
40 10
50 15
70 25
100 40 Fixing types depends on the underlying structure. Fixings are available
in different steel grades and finishes. Contact ESC for details.
UHMW PE PADS
ACCESSORIES
PHYSICAL PROPERTIES
Property Test method Metric
Unit Virgin Recycled
Density ASTM D-792 Kg/m3 930 945
Molecular Weight Viscosimetric g/mol 4.2x106 4.2 x 106
Yield Strength ASTM D-638 MPa 21 20
Ultimate Strength ASTM D-638 MPa 40 34.3
Elongation at Break ASTM D-638 % 250 218
Impact Strength ASTM D-4020 kJ/m2 70 50
Tensile Impact DIN 53448 kJ/m2 2200 1600
Abrasion Index (Sand Slurry) ASTM 965 AR-01
Steel=100 90 116
Hardness ASTM D-2240 Type D 68 70
Static Friction ASTM D-1894 - 0.15 0.15-0.20
Dynamic Friction ASTM-1894 - 0.12 0.14-0.16
Operating Temperature 0C -80 to +80 -80 to +80
Thermal Expansion ASTM D-696 K-1 2.0 x 10-4 1.8 x 10-4
Melting Point ASTM D-3417 0C 137-143 137-143
Water Absorption ASTM D-570 % 0 0
FRICTION COMPARISONS
Material Coefficient of friction
against ( (μ)
UHMW-PE 0.15-0.2
HD-PE 0.3
Nylon 0.2
Rubber 0.6-0.7
Timber 0.4
Steel 0.5
The coefficient of friction of UHMW-PE varies
according to the material grade and the pressure
applied to the panel surface. These coefficients of
friction only apply to smooth contact surfaces.
UHMW PE PADS
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41
Cast-in anchors are standard type of anchors used for
installing fenders to new concrete structures. Cast–in
anchors have a threaded socket with long tail, easily
customized for special applications.
Marine Fender Accessories
A E ØD B Grout
mm mm mm mm ml
M16 140 20 13 16
M20 170 24 16 23
M24 210 28 19 34
M30 280 35 24 71
M36 360 42 29 132
M42 420 50 34 243
M48 460 54 38 221
M56 500 64 45 377
M64 560 72 51 479
M76 670 84 61 674
CHEMICAL TYPE ANCHORS
CAST-IN TYPE ANCHORS
A C C1 ØD L Weight
mm mm mm mm mm kg
M20 50 20 30 214 0.9
M24 60 25 35 258 1.5
M30 70 30 45 318 2.7
M36 80 40 55 328 4.2
M42 85 45 65 416 6.9
M48 100 50 75 431 10.2
M56 105 60 85 436 14.0
M64 128 80 100 600 29.8
M76 152 90 114 700 46.1
Chemical type anchors are used for installing fenders onto
existing concrete structures. The anchor is normally
secured into a drill hole using special grout capsules.
Anchors are available in galvanized or stainless steel finishes, different grades, inspected and certified to recognized international standards. Other
dimensions are available to meet your requirement. Please contact ESC for more details.
ANCHORS & FIXINGS
ACCESSORIES
RUBBER PROPERTIES
MARINE FENDER SYSTEM
ESC Fenders uses high quality rubbers that are designed for long life
performance in marine environments. All fenders are made using natural
or synthetic rubber compounds to meet the performance requirement and
its reliability.
ESC Fenders complies with the main international fender specifications
such as PIANC and EAU-E 62 “Acceptance Requirements for Fender Elas-
tomers”. The table below shows typical specifications for laboratory pre-
pared and tested specimens.
Marine Grade Compounds
Natural and/or synthetic
Resists ozone and UV light
FEATURES
Property Test method Conditions Requirements Unit
Tensile Strength ASTM D412 Die C; AS 1180.2; BS 903.A2; ISO 37; JIS K6251
Item 3, Dumbell 3
Original ≥ 16.0 MPa
Aged for 96 hours at 700C ≥ 12.8
Elongation at Break ASTM D 412 Die C; AS 1180.2; BS 903.A2; ISO 37; JIS K 6251
Item 3, Dumbell 3
Original ≥ 400 %
Aged for 96 hours at 700C ≥ 320
Hardness ASTM D 2240; AS1683.15.2; BS
903.A6; ISO 815; JIS K 6301 Item 5A Tester
Original ≤ 78° Shore A
Aged for 96 hours at 700C original value
+6°
Compression Set
ASTM D 395; AS1683.13B; BS903. A6; ISO 815; JIS K6262
Item 10 Aged for 22 hours at 70°C ≤ 30
%
D I N 53517 Aged for 24 hours at 70°C ≤ 40
Tear Resistance ASTM D624; AS1683.12; BS903. A3: ISO 34.1; JIS K6301 Item 9;
Test Piece A Die B ≥ 70 kN/m
Ozone Resistance ASTM D1149; AS1683.24; BS903.43; DIN 53509; ISO
143/1
1ppm at 20% strain at 40°C for 100 hours
no visible cracking
n/a
Seawater Resistance (Hardness) ASTM D 471; BS ISO 1817
≤ ±10° Shore A 28 days in artificial seawater
at 95°C ±2°C Seawater Resistance (Volume ≤ +10 /-5 %
Abrasion Resistance BS 903.A9 Method B ≤ 0.5 cc
Bond Strength (Steel to Rubber) BS 903.A21 Method B ≥ 7 N/mm Additional testing properties can be tested and/or third party witnessed upon request.
TESTING
• All fender units have a unique serial number which can be traced back to manufacturing and testing records.
• Fenders are tested under direct (vertical) compression using the Constant Velocity (CV) method.
• The test specimen shall be broken-in by deflected three or more times to at least its rated deflection. After break-in cycles the fender specimen is
allowed to recover for at least one hour.
• Axial compression test speed is 2 cm/min ± 8cm/min
• The test specimen is temperature stabilized to 23°C ± 5°C.
• Reaction force is recorded at intervals to at least a deflection at which the permitted6 minimum energy absorption is achieved
• Energy absorption is determined as the integral of reaction and deflection, calculated using Simpson’s Rule. The results of a pre-compression cycle
and subsequence break-in compression cycle(s) are not recorded.
• The fender performance shall be determined from a single measured compression cycle and pass if the reaction force is less than the maximum
permitted reaction force and more than the minimum permitted energy absorption
• Sampling is 10% of fenders (rounded up to a unit).
• If any sample does not satisfy the specifications, sampling of the remainder is increased to 20% of fenders (rounded up to a unit), excluding non-
compliant units
• If any further sample does not satisfy the specifications, 100% of remaining samples will be tested. Only units which satisfy the specifications shall
be passed for shipment. The non-compliant fenders will be rejected.
ESC regularly tests fenders to verify their consistent performance and quality.
1 Permanent International Association of Navigation Congress Report of the International Commission for Improving the Design of Fender Systems (Guidelines for the design of Fender systems: 2002, Appendix A). 2 AST, F 2192-05 Standard Method for Determining and Reporting the Berthing Energy and Reaction of Marine Fenders. 3 Testing to PIANC protocols is included within the fender price. Higher testing frequencies, third party witnessing and temperature stabilization costs shall be paid by the purchaser.
Rubber Properties | Marine Fenders Testing
Fully recyclable
Excellent bond strengths
Fully homogenous
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43 Design Considerations
DESIGN CONSIDERATIONS
MARINE FENDER SYSTEM
Chains can assist in controlling the compression geometry of
fenders in some applications. Please contact ESC for further
details.
TENSION
Chains can assist in control-
ling the compression geome-
try of fenders in some applica-
tions. Please contact ESC for
further details.
Fv ≤ R
WEIGHT SUPPORT
Fv
Fenders can support large
static weights. We recom-
mend weight support chains
for panels heavier than the
rubber fender.
Fv
RH
SHEAR
Fenders remain stable with
vertical or horizontal shear
forces. Shear chains may be
needed for some applications
and fender layouts.
CLEARANCES
Fenders should not contact each other when compressed. Neither fenders nor panel should touch the quay face during compression. Adequate
space should be allowed for chains and other fender features. Overhanging hull features such as bow flares and beltings (strakes) should also be
considered.
The values given in the diagrams indicate minimum clearances between fenders, with respect to fender height. Values are for guidance only and
should be calculated and checked in each case.
CONE FENDERS CELL FENDERS ELEMENT FENDERS
Tolerances
TOLERANCES
MARINE FENDER SYSTEM
ESC Fenders are manufactured to precise quality standards. ESC can accommodate other tolerances and inspection levels on special cases.
Fender Type Property Tolerance
Cone, Cell, Element, Arch All dimensions ±3% or ±2mm (whichever greater)
Bolt hole spacing ±2mm
Cylindrical
Outside diameter ±4%
Inside diameter ±4%
Length ±40mm
D, Square
Cross-section ±4%
Length ±2% or ±10mm(whichever greater)
Drilled hole centers ±4mm (non-cumulative)
Counterbore depth ±4mm (under-head depth)
Wing
Cross-section ±3% or ±2mm (whichever greater)
Length ±3% or ±20mm (whichever greater)
Fixing hole centers ±3mm
Fixing hole diameter ±3mm
UHMW-PE Pads
Length and width (cut panels)
(uncut sheets)
±5mm (cut pads)
±20mm (uncut sheets)
Planed thickness ≤ 30mm
31-100mm
≥ 100mm
±0.2mm
±0.3mm
±0.5mm
Unplaned thickness ≤ 30mm
31-100mm
≥ 100mm
±2.5mm
±4.0mm
±6.0mm
Drilled hole centers ±2mm (non-cumulative
Counterbore depth ±2mm (under-head depth)
Pneumatic Fenders Performance ±10mm (on reaction at guaranteed energy absorption
PERFORMANCE
Fender Type Property Tolerance
Cone, Cell, Element, Arch Reaction, energy and deflection ±10%
Cylindrical (wrapped) Reaction, energy and deflection ±10%
Cylindrical (extruded) Reaction, energy and deflection ±10%
Pneumatic Fenders Reaction and energy ±10%
Foam Fenders Reaction and energy ±10%
Unless otherwise listed or agreed with ESC, tolerances are ±20%
COLD ROLLED SHEET PILES
45
INTRODUCTION
ESC STRUTTING SYSTEM
CONTACT DETAILS
ESC GLOBAL CONTACT LIST
Australia, New Zealand & PNG Brazil
Casa ESC A 151 Tile Street, Wacol, Queensland 4076, Australia E [email protected] T +617 3271 2300 W www.casa-esc.com.au
ESC Brazil A Sao Paulo, SP, Brazil E [email protected] T +55-11-3170-8598 W www.escpile.com.br
Indonesia
ESC India A E/42, Rajdeep CHS, Gokhale Road, Naupada, Thane (W) : 400602 India E [email protected] T +91 9920 160 019
Mexico, Central & South America
Acerlum ESC SAPI de CV A Loma de la Cañada No. 4, Loma, Querétaro, México CP76060 E [email protected] T +52 442 4711 500 W www.acerlum-esc.com
Middle East & Africa
ESC Middle East A P.O. Box 131355, Industrial Area City of Abu Dhabi, Mussafah Abu Dhabi, UAE E [email protected] E [email protected] T +971 2550 6188 F +971 2550 6112 W www.escpileuae.com
Netherlands
Europile B.V. A Dam Bustersstraat 7 NL 4651 Sj Steenbergen Netherlands E [email protected] E [email protected] T +31 167 534 747 F +31 167 534 850 W www.europile.com
Nigeria
ESC Nigeria Ltd A No.72, Apt 5, Lome Crescent, Wuse Zone 7, Abuja, Nigeria E [email protected] E [email protected] T +234 7050 8888 22 F +234 8067 3905 66
Russia
ESC-Beregstal Jsc A 20 Ulitsa Lotsmanskaya St Petersburg 190121 Russian Federation E [email protected] E [email protected] T +7812 495 0806 F +7812 325 9357
Ukraine
Mageba Ukraine LLC A Gagarina Str.55, off 466 Cherkasy, 18000 Ukraine E [email protected] E [email protected] T +38 472 503661 F +38 472 503662
ESC ANNUAL GLOBAL CONFERENCE 2016, UAE
Global Contact List
United States & Canada
ESC Steel LLC A Market Street 9595 Six Pines Dr. Suite 8210, The Woodlands, Texas 77380 USA E [email protected] E [email protected] T (United States) +1 (281) 205 7261 T (Canada)+1 (604) 235 1911 F (United States) +1 (281) 205 7263 F (Canada) +1 (415) 500 9825 W www.escsteel.com
PT ESC Steel Indonesia A Graha Mustika Ratu, 5th Floor #505, Jln. Jend Gatot Subroto Kav. 74-75, Jakarta 1287 E [email protected] E [email protected] T+62 811 980 376 T +62 821 247 99 468
Argentina, Paraguay & Uruguay
Cimtronic Design & Engineering A Vedia 144, 5th Floor, Office 2 (C1429EIB) Nuñez CABA, Argentina E [email protected] E [email protected] T +(5411) 4704 6981
Philippines
ESC Steel Philippines, Inc. A 6/F, Cyber One Building, 11 Eastwood Avenue, Eastwood City Cyberpark, Bagumbayan, Quezon City Philippines E [email protected] E [email protected] T +63 2 8464 9383 W www.escsteelphil.com
India
China
ESC Trading (Shanghai) Co., Ltd. A Rm 309, Hexing Building, No.651 East Yunling Rd, Putuo, District, Shanghai, China E [email protected] E [email protected] T +86 21 3126 3501 T +86 21 3126 3502
United Kingdom & Ireland
Cairnhill-ESC A Sun Works, Waverley Street Coatbridge ML5 2BE United Kingdom E [email protected] T +44 (0)1236 449 393 W www.cairnhillstructures.co.uk
ESC Steel Engineering Sdn Bhd A F-1-2 Second Floor, Block F Suite 5 Setia Walk, Persiaran Wawasan, Pusat Bandar Puchong 47160 Puchong, Selangor, Malaysia E [email protected] T (Malaysia) +6012 428 5759
Malaysia, South East Asia & South Asia
ESC Global Headquarters
A 12/F Unit 19, Shatin Galleria, 18-24 Shan Mei Street, Fo Tan, Sha Tin, New Territories, Hong Kong E [email protected] T +852 3956 1868 F +852 3706 5744
ESC China Office
A Rm 02, 5/F, No. 16, Gopher Qibao T2 Building, Lane 399, Xinlong Rd., Minhang District, Shanghai, China E [email protected] T +86 21 3126 3501 F +86 21 3126 3502
/escglobalgroup
www.escmarinesystems.com
@escpilesteel
/company/esc-global-group
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