ESC MARINE FENDER CATALOGUE 2018/2019 Edition DELIVERING COMPLETE MARINE FENDER SYSTEMS TO THE GLOBAL MARKET DOWNLOAD OUR APP ESC GROUP

Transcription

1 DELIVERING COMPLETE MARINE FENDER SYSTEMS TO THE GLOBAL MARKET An Affiliate Of: ESC MARINE FENDER CATALOGUE 2018/2019 Edition DOWNLOAD OUR APP ESC GROUP

2 About ESC 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. COMPANY CERTIFICATION ESC products are produced & designed in accordance with the latest international standards 9001:2015, ISO 14001:2015, OHSAS 18001:2007 certifications. An Affiliate Of: About ESC

3 CONTENTS Edition ESC Marine Fender System 4 Introduction Components & Types of Fenders Design Process Design Standards Design, Manufacture & Testing Quality Assurance & Testing Certifications Cone Fender Series 8 ESC-TCF Series ESC-JCF Series COLD ROLLED SHEET PILES 8 11 Cell Fender Series 14 ESC-TCL Series ESC-JCL Series Element Fender Series 20 ESC-TEV Series ESC-JEV Series Arch Fender Series 24 ESC-TAR Series ESC-JAR Series Cylindrical Fender Series 28 ESC-TCY Series ESC-JCY Series SQF Square Fender Series 31 D Fender Series 32 ESC-TDF Series ESC-TDC Series ESC-JDD Series ESC-PNF Pneumatic Fender Series 34 Other Fender Types 35 Accessories 36 Chains UMHW PE Pads Anchors & Fixings Rubber Properties 40 Testing 40 Design Considerations 41 Tolerances 42 ESC Global Contact List 43 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. Contents 3

4 ESC MARINE FENDER SYSTEM INTRODUCTION 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. ESC offers complete Marine Rubber Fender Systems Full range of fender types, sizes and rubber grades Manufacturers certified to PIANC 2002, ISO 9001, ISO 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 FENDER COMPONENTS & TYPES AVAILABLE 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 Introduction

5 DESIGN PROCESS Functional & Operational Considerations Berthing Procedures Berthing Frequency Vessel Type & Size Range Vessel Features Laden, Partly Laden & Freeboard Levels Crane reach Site Considerations Wind Speed Tidal Range Temperature Corrosivity Water and Seabed Level Berth Levels COLD ROLLED SHEET PILES Design Standards Design Considerations Vessel Design Approach Velocity Friction Coefficient Safety Factors Maintenance Frequency Design Life Berthing Energy Calculation Added Mass Factor Eccentricity Factor Berth Configuration Factor Softness Factor Safety Factor Design Approach Velocity Fender Selection & Sizing 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 Fender Manufacturing & Testing Component Manufacture Quality Assurance and Control Procurement from Approved Vendors Scale Testing Composition Testing Verification Testing Delivery, Installation & After Sales Support Loading & Shipping Importation & Delivery to Site Installation & Commissioning Periodic Maintenance Parts Replacement Warranties DESIGN STANDARDS 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 (1990) Recommendations for the Design of the Maritime Configuration of Ports, Approach Channels and Harbour Basins: ROM (1999) Dock Fenders Rosa 2000 Edition No.1 Engineering and Design of Military Ports: Unified Facilities Criteria UFC (2004) Design of Piers And Wharves: Unified Facilities Criteria UFC (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 F (2005) Design Process Design Standards 5

6 MARINE FENDERS DESIGN, MANUFACTURE & TESTING PRELIMINARY DESIGN & BUDGETING 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. DETAILED DESIGN 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. MANUFACTURING 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

7 MARINE FENDERS QUALITY ASSURANCE & TESTING Marine Fender Rubber is an engineered material that exhibits optimal properties in terms of cost, energy absorption, wear resistance, UV COLD ROLLED SHEET PILES 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. PIANC CERTIFICATES Certifications 7

8 ESC-TCF SERIES CONE FENDER SYSTEM MODERN FENDER GEOMETRY WITH HIGH ENERGY ABSORPTION AND LOW REACTION FORCES FENDER FEATURES 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 APPLICATIONS Anchors Bolts General Cargo Berths Bulk Terminals Oil / LNG Facilities ØE ØT ØG ØF Container Terminal Berths RoRo and Cruise Terminals Monopiles & Dolphins DIMENSIONS D H Section H ØT ØF D ØE ØG Anchors / Head Weight mm mm mm mm mm mm Bolts kg ESC-TCF x M20 50 ESC-TCF x M24 75 ESC-TCF x M ESC-TCF x M ESC-TCF , x M ESC-TCF , , x M ESC-TCF , , x M ESC-TCF , , x M ESC-TCF , , x M ESC-TCF1000 1,000 1, , x M42 1,050 ESC-TCF1100 1,100 1, , x M42 1,400 ESC-TCF1150 1,150 1, , x M42 1,600 ESC-TCF1200 1,200 1,800 1, , x M42 1,800 ESC-TCF1250 1,250 1,875 1, , x M42 2,050 ESC-TCF1300 1,300 1,950 1, , x M48 2,400 ESC-TCF1400 1,400 2,100 1, , x M48 2,960 ESC-TCF1450 1,450 2,175 1, ,960 1,035 8 x M48 3,450 ESC-TCF1500 1,500 2,250 1, ,025 1,090 8 x M48 3,600 ESC-TCF1600 1,600 2,400 1, ,160 1,200 8 x M48 4,200 ESC-TCF1800 1,800 2,700 1, ,430 1, x M56 6,600 ESC-TCF2000 2,000 3,000 1, ,700 1, x M56 9,000 Cone Fender System

9 PERFORMANCE RUBBER GRADE ESC-TCF350 ESC-TCF400 ESC-TCF500 ESC-TCF600 ESC-TCF700 ESC-TCF800 ESC-TCF860 ESC-TCF900 ESC-TCF950 ESC-TCF1000 ESC-TCF1100 ESC-TCF1150 ESC-TCF1200 ESC-TCF1250 ESC-TCF1300 ESC-TCF1400 ESC-TCF1450 ESC-TCF1500 ESC-TCF1600 ESC-TCF1800 ESC-TCF2000 G1.0 G1.1 G1.2 G1.3 G1.4 G1.5 G1.6 G1.7 G1.8 G1.9 G2.0 E R E R E R 129 COLD 145 ROLLED 159 SHEET PILES E R E R E R E R E R ,030 E R ,072 1,148 E R ,019 1, ,272 E R ,041 1,132 1,234 1,335 1,437 1,539 E ,018 1,091 R ,027 1,138 1,237 1,348 1,460 1,571 1,682 E ,075 1,157 1,239 R ,010 1,118 1,239 1,347 1,468 1,589 1,710 1,832 E ,030 1,122 1,215 1,308 1,401 R ,096 1,213 1,344 1,461 1,593 1,724 1,856 1,987 E ,066 1,158 1,263 1,367 1,471 1,575 R ,075 1,185 1,312 1,454 1,581 1,723 1,865 2,007 2,150 E ,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 E ,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 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 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 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 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 Units: E : Energy in knm; R : Reaction Force in kn Cone Fender System 9

10 PERFORMANCE FACTORS Temperature Factor Temp ( C) TF Intermediate Factor Deflection (%) Energy (%) Reaction (%) Angular Factor (AF) Angle ( ) Energy Reaction Time (s) Velocity Factor Factor (VF) 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 Cone Fender System

11 ESC-JCF SERIES CONE FENDER SYSTEM MODERN FENDER COLD ROLLED GEOMETRY SHEET PILES WITH HIGH ENERGY ABSORPTION AND LOW REACTION FORCES FENDER FEATURES 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 General Cargo Berths Bulk Terminals Container Terminal Berths Oil / LNG Facilities RoRo and Cruise Terminals Monopiles & Dolphins applications DIMENSIONS Section H ØW ØB D ØU ØS Anchors / Head Weight mm mm mm mm mm mm Bolts kg ESC-JCF300H x M16 30 ESC-JCF500H x M ESC-JCF600H x M ESC-JCF700H x M ESC-JCF800H x M ESC-JCF900H x M ESC-JCF1000H x M ESC-JCF1100H x M ESC-JCF1150H x M ESC-JCF1200H x M ESC-JCF1300H x M ESC-JCF1400H x M ESC-JCF1600H x M ESC-JCF1800H x M ESC-JCF2000H x M Cone Fender System 11

12 FENDER PERFORMANCE 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 ESC-JCF500H ESC-JCF600H ESC-JCF700H ESC-JCF800H ESC-JCF900H ESC-JCF1000H ESC-JCF1100H ESC-JCF1150H ESC-JCF1200H ESC-JCF1300H ESC-JCF1400H ESC-JCF1600H ESC-JCF1800H ESC-JCF2000H E R E R E R E R E R E R E R E R E R E R E R E R E R E R E R Units: E : Energy in knm; R : Reaction Force in kn Cone Fender System

13 PERFORMANCE FACTORS Temperature Factor Angular Factor (AF) Temp ( C) TF Angle ( ) Energy Reaction COLD ROLLED SHEET PILES Intermediate Factor Velocity Factor Deflection (%) Energy (%) Reaction (%) Time (s) Factor (VF) 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 Cone Fender System 13

14 ESC-TCL SERIES CELL FENDER SYSTEM VERSATILE FENDER GEOMETRY WITH HIGH EFFICIENCY FENDER FEATURES APPLICATIONS Long record history Good energy absorption to reaction force ratio Excellent for vessels with low hull pressure allowance Bulk Terminals Oil / LNG Facilities Container Terminal Berths RoRo and Cruise Terminals Monopiles & Dolphins Anchor Bolts ØD ØE D H DIMENSIONS Section H ØW ØB D Anchors / Head Weight mm mm mm mm Bolts kg ESC-TCL x M24 75 ESC-TCL x M24 95 ESC-TCL x M ESC-TCL , x M ESC-TCL1000 1,000 1,300 1, x M ESC-TCL1150 1,150 1,500 1, x M42 1,200 ESC-TCL1250 1,250 1,650 1, x M42 1,500 ESC-TCL1450 1,450 1,850 1, x M52 2,300 ESC-TCL1600 1,600 2,000 1, x M52 3,000 ESC-TCL1700 1,700 2,100 1, x M56 3,600 ESC-TCL2000 2,000 2,200 2, x M64 4,200 ESC-TCL2250 2,250 2,550 2, x M64 7,400 ESC-TCL2500 2,500 2,950 2, x M64 10,500 ESC-TCL3000 3,000 3,350 3, x M76 18,500 Cell Fender System

15 PERFORMANCE G1.0 G1.1 G1.2 G1.3 G1.4 G1.5 G1.6 G1.7 G1.8 G1.9 G2.0 ESC-TCL400 ESC-TCL500 ESC-TCL630 ESC-TCL800 ESC-TCL1000 ESC-TCL1150 ESC-TCL1250 ESC-TCL1450 ESC-TCL1600 ESC-TCL1700 ESC-TCL2000 ESC-TCL2250 ESC-TCL2500 ESC-TCL3000 E R E R E R E 69 COLD ROLLED 78 SHEET 88 PILES R E R E R E , R ,042 1,146 E R ,029 1,122 1,215 1,277 1,340 1,402 1,542 E ,020 1,070 1,120 1,232 R ,026 1,140 1,210 1,281 1,351 1,420 1,489 1,558 1,714 E ,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 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 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 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 E 3,577 4,088 4,599 5,110 5,643 6,177 6, R 3,066 3,504 3,942 4,380 4,850 5,320 5, Units: E : Energy in knm; R : Reaction Force in kn Cell Fender System 15

16 PERFORMANCE FACTORS Intermediate Factor Deflection (%) Energy (%) Reaction (%) Angular Factor (AF) Angle ( ) Energy Reaction Time (s) Temperature Factor Temp ( C) Velocity Factor Factor (VF) TF 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 Cone Fender System

17 ESC-JCL SERIES CELL FENDER SYSTEM COLD ROLLED SHEET PILES VERSATILE FENDER GEOMETRY WITH HIGH EFFICIENCY FENDER FEATURES APPLICATIONS Long record history Bulk Terminals Good energy absorption to reaction force ratio Oil / LNG Facilities Excellent for vessels with low hull pressure allowance Container Terminal Berths RoRo and Cruise Terminals Monopiles & Dolphins D ØW ØB D H DIMENSIONS Section H ØW ØB D Anchor Weight mm mm mm mm Bolts kg ESC-JCL x M22 83 ESC-JCL x M ESC-JCL x M ESC-JCL x M ESC-JCL x M ESC-JCL x M ESC-JCL x M ESC-JCL x M ESC-JCL x M ESC-JCL x M ESC-JCL x M ESC-JCL x M ESC-JCL x M ESC-JCL x M Cell Fender System 17

18 PERFORMANCE 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 ESC-JCL500 ESC-JCL630 ESC-JCL800 ESC-JCL1000 ESC-JCL1150 ESC-JCL1250 ESC-JCL1450 ESC-JCL1600 ESC-JCL1700 ESC-JCL2000 ESC-JCL2250 ESC-JCL2500 ESC-JCL3000 E R E R E R E R E R E R E R E R E R E R E R E R E R E R Units: E : Energy in knm; R : Reaction Force in kn Cell Fender System

19 PERFORMANCE FACTORS Temperature Factor Temp ( C) TF Intermediate Factor Deflection (%) Energy (%) Reaction (%) Angular Factor (AF) Angle ( ) Energy Reaction COLD ROLLED SHEET PILES Time (s) Velocity Factor Factor (VF) > 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 19

20 ESC-TEV SERIES ELEMENT/V FENDER SYSTEM ADVANCED FENDER GEOMETRY WITH HIGH PERFORMANCE AND ADAPTABLE DESIGN FENDER FEATURES APPLICATIONS High efficiency Bulk Terminals Modular design Oil / LNG Facilities Good angular performance Container Terminal Berths Wide range of sizes RoRo and Cruise Terminals Monopiles & Dolphins DIMENSIONS Section H A B C D E F T Fixings Weight mm mm mm mm mm mm mm mm kg ESC-TEV M20 37 ESC-TEV M20 45 ESC-TEV M24 94 ESC-TEV M ESC-TEV M ESC-TEV M ESC-TEV M ESC-TEV M ESC-TEV M ESC-TEV * 31 M ESC-TEV * 36 M ESC-TEV M ESC-TEV M ESC-TEV M Element Fender System

21 PERFORMANCE Units: E : Energy in knm; R : Reaction Force in kn ESC-TEV250 ESC-TEV300 ESC-TEV400 ESC-TEV500 ESC-TEV550 ESC-TEV600 ESC-TEV700 ESC-TEV750 ESC-TEV800 ESC-TEV1000 ESC-TEV1250 ESC-TEV1400 ESC-TEV1450 ESC-TEV1600 A0 A1 A.2 BO* B1 B2 CO C1 C2 DO* D1 E R E R E R E R E R COLD ROLLED SHEET PILES E R E R E R E R E R E R E R E R E R * 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 FACTORS Intermediate Factor Deflection (%) Energy (%) Reaction (%) Angle ( ) Angular Factor (AF) Energy Reaction PERFORMANCE CURVE Temperature Factor Temperature ( C) Temperature Factor (TF) 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 Velocity Factor Compression Time (s) Velocity Factor (VF) 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. Element Fender System 21

22 ESC-JEV SERIES ELEMENT/V FENDER SYSTEM ADVANCED FENDER GEOMETRY WITH HIGH PERFORMANCE AND ADAPTABLE DESIGN FENDER FEATURES APPLICATIONS High efficiency Bulk Terminals Modular design Oil / LNG Facilities Good angular performance Container Terminal Berths Wide range of sizes RoRo and Cruise Terminals Monopiles & Dolphins DIMENSIONS Section H J W B T D L C P Bolt Weight mm mm mm Mm mm mm mm mm mm kg ESC-JEV M20 39 ESC-JEV M24 70 ESC-JEV M ESC-JEV M ESC-JEV M ESC-JEV M ESC-JEV M ESC-JEV M ESC-JEV M ESC-JEV M ESC-JEV M Element Fender System

23 PERFORMANCE PERFORMANCE CURVE FH FO FL ESC-JEV300 ESC-JEV400 ESC-JEV500 ESC-JEV550 ESC-JEV600 ESC-JEV750 ESC-JEV800 ESC-JEV1000 ESC-JEV1250 ESC-JEV1450 ESC-JEV1600 E R E R E R E R E COLD ROLLED SHEET PILES R E R E R E R E R E R E R Units: E : Energy in knm; R : Reaction Force in kn ELEMENT SPACING PERFORMANCE FACTORS Intermediate Factor Deflection (%) Energy (%) Reaction (%) Angle ( ) Angular Factor (AF) Energy Reaction Compression Time (s) Temperature Factor Temperature ( C) Velocity Factor Velocity Factor (VF) Temperature Factor (TF) 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 info@escmarinesolutions.com. 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 Fender System 23

24 ESC-TAR SERIES ARCH FENDER SYSTEM MODERN FENDER GEOMETRY WITH HIGH ENERGY ABSORPTION AND LOW REACTION FORCES FENDER FEATURES 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 General Cargo Berths Bulk Terminals Oil / LNG Facilities Container Terminal Berths RoRo and Cruise Terminals Monopiles & Dolphins TAV SERIES DIMENSIONS Section H A B C F T W Hole size Fixings Weight mm mm mm mm mm mm mm kg ESC-TAR X20 M16 39 ESC-TAR X29 M24 60 ESC-TAR X32 M30 85 ESC-TAR X35 M ESC-TAR X41 M ESC-TAR X47 M ESC-TAR X50 M ESC-TAR X68 M ESC-TAR X68 M Section Arch Fender System L = 1000(n=4) L=1500(n=6) L=2000(n=8) L=2500(n=8) L=3000(n=10) L=3500(n=12) K M K M K M K M K M K M ESC-TAR ESC-TAR ESC-TAR ESC-TAR ESC-TAR ESC-TAR ESC-TAR ESC-TAR ESC-TAR

25 PERFORMANCE Units: E : Energy in knm; R : Reaction Force in kn A0 A1 A.2 BO B1 B2 CO C1 C2 DO D1 ESC-TAR150 ESC-TAR200 ESC-TAR250 ESC-TAR300 ESC-TAR400 ESC-TAR500 ESC-TAR600 ESC-TAR800 ESC-TAR1000 E R E R E R E R COLD 143 ROLLED 163 SHEET 184 PILES E R E R E R E R E R PERFORMANCE FACTORS PERFORMANCE CURVE Intermediate Factor (ESC-TAR150) Intermediate Factor (ESC-TAR ) D(%) E(%) R (%) D(%) E(%) R (%) D=Deflection. E=Energy, R=Reaction Velocity Factor Compression Time (s) Velocity Factor (VF) Temperature Factor Temperature ( C) Temperature Factor (TF) Angle ( ) Angular Factor (AF) Energy Reaction 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 25

26 ESC-JAR SERIES ARCH FENDER SYSTEM MODERN FENDER GEOMETRY WITH HIGH ENERGY ABSORPTION AND LOW REACTION FORCES FEATURES 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. Good shear resistance General Cargo Berths Bulk Terminals Oil / LNG Facilities Container Terminal Berths RoRo and Cruise Terminals Monopiles & Dolphins Simple one piece fender design DIMENSIONS Section H W E F G T Weight Hole size Fixings mm mm mm mm mm mm kg ESC-JAR x 64 M24 85 ESC-JAR x 70 M ESC-JAR x 82 M ESC-JAR x 94 M ESC-JAR x 100 M ESC-JAR x 136 M ESC-JAR x 136 M 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) P Q P Q P Q P Q P Q P Q ESC-JAR ESC-JAR ESC-JAR ESC-JAR ESC-JAR ESC-JAR ESC-JAR Arch Fender System

27 PERFORMANCE TABLE T07 T08 T09 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 ESC-JAR250 ESC-JAR300 ESC-JAR400 ESC-JAR500 ESC-JAR600 ESC-JAR800 ESC-JAR1000 E R E R E R E 42.6 COLD 48.7 ROLLED 54.7 SHEET 60.8 PILES R E R E R E R Units: E : Energy in knm; R : Reaction Force in kn PERFORMANCE CURVE & FACTORS Intermediate Factor Deflection (%) Energy (%) Reaction (%) 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 Compression Time (s) Velocity Factor Velocity Factor (VF) Temperature Factor Temperature ( C) Temperature Factor (TF) Angular Factor (AF) Angle ( ) Energy Reaction 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 27

28 ESC-TCY SERIES CYLINDRICAL FENDER SYSTEM USER-FRIENDLY, ECONOMICAL FENDER WITH HIGH EFFICIENCY FENDER FEATURES APPLICATIONS Very simple and practical design, easy to install Wide range of sizes available in almost any length Will last for years with low maintenance Tug havens General Cargo Quays Pontoons & Floating Structures Pier Terminals Bulk Cargo Berths Fishing and Workboat Berths DIMENSIONS (STANDARD) FIXING METHODS Section D d L Weight mm mm mm kg ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY Ladder Bracket (>1200mm dia.) Bar & Chain ( mm dia.) Neckless Chain (<600mm dia.) Cylindrical Fender System

29 PERFORMANCE FIXINGS Section E R P ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY COLD 510 ROLLED 649 SHEET PILES ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY ESC-TCY Units: E : Energy in knm; R : Reaction Force in kn D = mm D (mm) d (mm) Chain (mm) D = mm D(mm) d (mm) L(mm) Bar(mm) Chain(mm) PERFORMANCE CURVE PERFORMANCE FACTORS Intermediate Factor Deflection (%) Energy (%) Reaction (%) All fixing dimensions are for preliminary designs and should be checked and verified with ESC for each application. Cylindrical Fender System 29

30 ESC-JCY SERIES CYLINDRICAL FENDER SYSTEM DIMENSIONS PERFORMANCE D d Weight Section mm mm kg/m ESC-JCY-150xL ESC-JCY-200xL ESC-JCY-250xL ESC-JCY-300xL ESC-JCY-350xL ESC-JCY-400xL ESC-JCY-500xL ESC-JCY-600xL ESC-JCY-700xL ESC-JCY-800xL ESC-JCY-900xL ESC-JCY-1000xL ESC-JCY-1100xL ESC-JCY-1200xL ESC-JCY-1300xL ESC-JCY-1400xL ESC-JCY-1500xL ESC-JCY-1600xL ESC-JCY-1700xL ESC-JCY-150xL ESC-JCY-200xL ESC-JCY-250xL ESC-JCY-300xL ESC-JCY-350xL ESC-JCY-400xL ESC-JCY-500xL ESC-JCY-600xL ESC-JCY-700xL ESC-JCY-800xL ESC-JCY-900xL GRADE FO FH E R E R E R E R E R E R E R E R E R E R E R ESC-JCY-1000xL ESC-JCY-1100xL ESC-JCY-1200xL ESC-JCY-1300xL ESC-JCY-1400xL ESC-JCY-1500xL ESC-JCY-1600xL ESC-JCY-1700xL ESC-JCY-1800xL ESC-JCY-1900xL ESC-JCY-2000xL GRADE FO FH E R E R E R E R E R E R E R E R E R E R E R ESC-JCY-1800xL ESC-JCY-1900xL ESC-JCY-2000xL Values are for single units, L=1m. PERFORMANCE CURVE PERFORMANCE FACTORS Intermediate Factor Deflection (%) Energy (%) Reaction (%) * For fixing dimensions on any application please contact info@escmarinesolutions.com for further details required. Cylindrical Fender System

31 ESC-SQF COLD ROLLED SERIES SHEET PILES SQUARE FENDER SYSTEM UTILISED IN APPLICATIONS WHICH REQUIRE STIFFER FENDERS THAN D FENDERS FENDER FEATURES 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 H Also Available Option with UMHW PE Pad L B PERFORMANCE DIMENSIONS Section H B D Bolt Size Bolt Spacing mm mm mm mm mm ESC-SQF-150HB M ESC-SQF-200HB M ESC-SQF-250HB M ESC-SQF-300HB M ESC-SQF-350HB M ESC-SQF-400HB M ESC-SQF-500HB M ESC-SQF-600HB M ESC-SQF-150HB ESC-SQF-200HB ESC-SQF-250HB ESC-SQF-300HB ESC-SQF-350HB ESC-SQF-400HB ESC-SQF-500HB E (knm) R (kn) Standard Grade 40% Rated Compression E 3.83 R 117 E 6.85 R 156 E 10.6 R 195 E 15.4 R 234 E 20.9 R 273 E 27.4 R 312 E 42.8 R 390 E 61.6 ESC-SQF-600HB R 468 *Values are per metre length of fender Square Fender System 31

32 ESC-TDF SERIES D FENDER SYSTEM HIGHLY VERSATILE FENDER THAT PROVIDES EXCELLENT PROTECTION FENDER FEATURES APPLICATIONS Easy to install Heavy-duty rubber fenders Ideal for smaller quays and wharves Tug Boats Workboats Berths Pontoons & Floating Structures Pier Terminals Inland Waterways Loading Bays Fishing Boats DIMENSIONS & PERFORMANCE Section H W A B Weight Flat Bar Bolt E R mm mm mm mm kg/m ESC-TDF x 5 M ESC-TDF x 8 M ESC-TDF x 10 M ESC-TDF x 12 M ESC-TDF x 12 M ESC-TDF x 15 M ESC-TDF x 15 M ESC-TDF x 15 M ESC-TDF x 20 M D Fender System

33 ESC-TDC SERIES COLD ROLLED SHEET PILES DIMENSIONS & PERFORMANCE Section H W A B C D Weight Flat Bar Bolt E R mm mm mm mm mm mm kg/m ESC-TDC x 5 M ESC-TDC x 8 M ESC-TDC x 10 M ESC-TDC x 12 M ESC-TDC x 12 M ESC-TDC x 15 M ESC-TDC x 15 M ESC-TDC x 15 M ESC-TDC x 20 M ESC-JDD SERIES PERFORMANCE CURVE DIMENSIONS & PERFORMANCE Section A B M N Weight Bolt E R mm mm mm mm kg/m ESC-JDD M ESC-JDD M ESC-JDD M ESC-JDD M ESC-JDD M ESC-JDD M ESC-JDD M ESC-JDD M D Fender System 33

34 ESC-PNF SERIES PNEUMATIC FENDER SYSTEM ROBUST, ITS WELL PROVEN DESIGN MAKES IT A FAVORITE FOR NAVAL USE FEATURES PERFORMANCE CURVE Vast energy absorption with low unit surface pressure Easy to install and low maintenance requirement Good performance on inclined berthing Low hull pressures DIMENSIONS Section Size A B C D E F mm mm mm mm mm mm ESC-PNF1000 Ø1000x1500L ESC-PNF1200 Ø1200x2000L ESC-PNF1500 Ø1500x2500L ESC-PNF2000 Ø2000x3500L ESC-PNF2500 Ø2500x4000L ESC-PNF3300 Ø3300x6500L ESC-PNF4500 Ø4500x9000L Chain and Tires Sling * For performance information on any application please contact info@escmarinesolutions.com for further details required. Pneumatic Fender System

35 OTHER FENDER TYPES MARINE FENDER SYSTEM FOAM FILLED FENDER Foam grades from Standard to COLD Ultra High ROLLED Capacity SHEET options PILES Distributes stresses across the fender during impact. Economical, works reliably for years. FIXINGS Single pair of Chains * A wide range of foam filled fender dimensions and performance are available, please contact info@escmarinesolutions.com for further details required. Paired Chains WING FENDER Anchoring grip is bigger than D Fenders. Can be fixed with double line anchors. Higher installation stability. DIMENSIONS & PERFORMANCE Section H B b L Q p mm mm mm mm Mm mm ESC-JDO280x540x1000L ESC-JDO300x600x1000L Section s h T t K n mm mm mm mm kg/m mm ESC-JDO280x540x1000L ESC-JDO300x600x1000L Section E kj R kn ESC-JDO280x540x1000L ESC-JDO300x600x1000L * Other dimensions available, please contact info@escmarinesolutions.com for further details required. Other Fender Types 35

36 ACCESSORIES CHAIN SYSTEM On the stage of fender design, chains systems should be ESC Chain system includes the following components: 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. Chains Shackles Tensioner Brackets CHAINS 4Ø 5Ø MBL Ø w L Weight w L Weight SL2 SL3 mm mm kg/m mm mm kg/m kn kn Marine Fender Accessories

37 SHACKLES U ANCHORS ØE ØF ØG W D Shackle Bow Shackle NBL H 1 Weight H 2 J Weight mm mm mm mm mm kg mm mm kg kn COLD ROLLED SHEET PILES ØA B C D E F G Weight NBL mm mm mm mm mm mm kg/m kg kn EB1 BRACKETS TENSIONERS EB2 EB3 ØT LT±X Chain (Ø) Weight mm mm mm kg ± ± ± ± *Chain Brackets are designed for different applications, please contact ESC for further details. Marine Fender Accessories 37

38 ACCESSORIES UHMW PE PADS 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 WEAR ALLOWANCES A B Steel Panel with welded stud Open Steel Structure Timber Structure Fixing types depends on the underlying structure. Fixings are available in different steel grades and finishes. Contact ESC for details PHYSICAL PROPERTIES UHMW PE PADS Property Test method Metric Unit Virgin Recycled Density ASTM D-792 Kg/m Molecular Weight Viscosimetric g/mol 4.2x x 10 6 Yield Strength ASTM D-638 MPa Ultimate Strength ASTM D-638 MPa Elongation at Break ASTM D-638 % Impact Strength ASTM D-4020 kj/m Tensile Impact DIN kj/m Abrasion Index (Sand Slurry) ASTM 965 AR-01 Steel= Hardness ASTM D-2240 Type D Static Friction ASTM D Dynamic Friction ASTM Operating Temperature 0 C -80 to to +80 Thermal Expansion ASTM D-696 K x x 10-4 Melting Point ASTM D C Water Absorption ASTM D-570 % 0 0 FRICTION COMPARISONS Material Coefficient of friction against ( (μ) UHMW-PE HD-PE 0.3 Nylon 0.2 Rubber 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. Marine Fender Accessories

39 ACCESSORIES ANCHORS & FIXINGS COLD ROLLED SHEET PILES CHEMICAL TYPE ANCHORS 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. A E ØD B Grout mm mm mm mm ml M M M M M M M M M M CAST-IN TYPE ANCHORS 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. A C C1 ØD L Weight mm mm mm mm mm kg M M M M M M M M M 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. Marine Fender Accessories 39

40 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. FEATURES Marine Grade Compounds Fully recyclable ESC Fenders complies with the main international fender specifications Natural and/or synthetic Excellent bond strengths such as PIANC and EAU-E 62 Acceptance Requirements for Fender Elasto- Resists ozone and UV light Fully homogenous mers. The table below shows typical specifications for laboratory prepared and tested specimens. Property Test method Conditions Requirements Unit ASTM D412 Die C; AS ; Original 16.0 Tensile Strength BS 903.A2; ISO 37; JIS K6251 MPa Item 3, Dumbell 3 Aged for 96 hours at 70 0 C 12.8 ASTM D 412 Die C; AS ; Original 400 Elongation at Break BS 903.A2; ISO 37; JIS K 6251 % Item 3, Dumbell 3 Aged for 96 hours at 70 0 C 320 Hardness Compression Set Tear Resistance Ozone Resistance ASTM D 2240; AS ; BS 903.A6; ISO 815; JIS K 6301 Item 5A Tester ASTM D 395; AS B; BS903. A6; ISO 815; JIS K6262 Item 10 Original 78 Aged for 96 hours at 70 0 C original value +6 Aged for 22 hours at 70 C 30 D I N Aged for 24 hours at 70 C 40 ASTM D624; AS ; BS903. A3: ISO 34.1; JIS K6301 Item 9; Test Piece A ASTM D1149; AS ; BS903.43; DIN 53509; ISO 143/1 Shore A Die B 70 kn/m 1ppm at 20% strain at 40 C for 100 hours no visible cracking Seawater Resistance (Hardness) 28 days in artificial seawater ±10 Shore A ASTM D 471; BS ISO 1817 Seawater Resistance (Volume at 95 C ±2 C +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 ESC regularly tests fenders to verify their consistent performance and quality. 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 noncompliant 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. 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 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. % n/a Rubber Properties Marine Fenders Testing

41 DESIGN CONSIDERATIONS MARINE FENDER SYSTEM COLD ROLLED SHEET PILES Chains can assist in controlling the compression geometry of fenders in some applications. Please contact ESC for further details. TENSION Chains can assist in controlling the compression geometry F of fenders in some applications. Please contact ESC for v R further details. F v WEIGHT SUPPORT Fenders can support large static weights. We recommend weight support chains for panels heavier than the rubber fender. SHEAR R H Fenders remain stable with vertical or horizontal shear forces. Shear chains may be needed for some applications and fender layouts. F v CLEARANCES CONE FENDERS CELL FENDERS ELEMENT FENDERS 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. Design Considerations 41

42 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 Cylindrical D, Square Wing All dimensions Bolt hole spacing ±3% or ±2mm (whichever greater) ±2mm Outside diameter ±4% Inside diameter ±4% Length ±40mm Cross-section ±4% Length Drilled hole centers Counterbore depth Cross-section Length Fixing hole centers Fixing hole diameter ±2% or ±10mm(whichever greater) ±4mm (non-cumulative) ±4mm (under-head depth) ±3% or ±2mm (whichever greater) ±3% or ±20mm (whichever greater) ±3mm ±3mm Length and width Planed thickness (cut panels) (uncut sheets) 30mm mm ±5mm (cut pads) ±20mm (uncut sheets) ±0.2mm ±0.3mm UHMW-PE Pads 100mm Unplaned thickness 30mm mm 100mm Drilled hole centers Counterbore depth ±0.5mm ±2.5mm ±4.0mm ±6.0mm ±2mm (non-cumulative ±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% Tolerances

43 ESC STRUTTING GLOBAL CONTACT SYSTEM LIST CONTACT INTRODUCTION DETAILS ESC ANNUAL GLOBAL CONFERENCE 2016, UAE COLD ROLLED SHEET PILES Australia, New Zealand & PNG Casa ESC A 151 Tile Street, Wacol, Queensland 4076, Australia E sales@casa-esc.com.au T W Argentina, Paraguay & Uruguay Cimtronic Design & Engineering A Vedia 144, 5th Floor, Office 2 (C1429EIB) Nuñez CABA, Argentina E informes@cimtronic.com.ar E fgallo@cimtronic.com.ar T +(5411) Brazil ESC Brazil E info@escpile.com.br E patricia@escpile.com.br T +55 (31) W India ESC India A E/42, Rajdeep CHS, Gokhale Road, Naupada, Thane (W) : India E kiranpujari@escpile.com T Malaysia, South East Asia & South Asia ESC Steel Engineering Sdn Bhd A F-1-2 Second Floor, Block F Suite 5 Setia Walk, Persiaran Wawasan, Pusat Bandar Puchong Puchong, Selangor, Malaysia E chanhonkit@escpile.com T (Malaysia) T (Indonesia) Mexico, Central & South America Acerlum ESC SAPI de CV A Loma de la Cañada No. 4, Loma, Querétaro, México CP76060 E info@acerlum-esc.com T W Middle East & Africa ESC Middle East A P.O. Box , Industrial Area City of Abu Dhabi, Mussafah Abu Dhabi, UAE E escuae@escpileuae.com E kevinashdown@escpileuae.com T F W Netherlands Europile B.V. A Dam Bustersstraat 7 NL 4651 Sj Steenbergen Netherlands E info@europile.nl E esceuro@escpile.com T F W Nigeria ESC Nigeria Ltd A No.72, Apt 5, Lome Crescent, Wuse Zone 7, Abuja, Nigeria E escnigeria@escpile.com E bulkplus@gmail.com T F Philippines ESC Steel Philippines, Inc. A 6/F, Cyber One Building, 11 Eastwood Avenue, Eastwood City Cyberpark, Bagumbayan, Quezon City Philippines E johnluisyeates@escpile.com E philippines@escpile.com T W Russia ESC-Beregstal Jsc A 20 Ulitsa Lotsmanskaya St Petersburg Russian Federation E escrussia@escpile.com E vovauliev@gmail.com T F Ukraine Mageba Ukraine LLC A Gagarina Str.55, off 466 Cherkasy, Ukraine E escukraine@escpile.com E mageba@ukr.net T F United States & Canada ESC Steel LLC A 18 Augusta Pines Dr Suite 115 W, Spring, TX United States of America E info@escsteel.com E kevin@escsteel.com T (United States) +1 (281) T (Canada)+1 (604) F (United States) +1 (281) F (Canada) +1 (415) W United Kingdom & Ireland Cairnhill-ESC A Sun Works, Waverley Street Coatbridge ML5 2BE United Kingdom E sales@cairnhill-esc.co.uk T +44 (0) W All other countries ESC Group A 12/F Unit 19, Shatin Galleria, Shan Mei Street, Fo Tan, Sha Tin, New Territories, Hong Kong E escglobal@escpile.com T F Global Contact List 43

44 An Affiliate Of: ESC Global Headquarters A 12/F Unit 19, Shatin Galleria, Shan Mei Street, Fo Tan, Sha Tin, New Territories, Hong Kong E info@escmarinesolutions.com T F ESC China Office A Room 309, Hexing International, No. 651 East Yunling Road, Putuo District, Shanghai, China E escchina@escpile.com T F DOWNLOAD THE ESC GROUP APP AVAILABLE FOR ALL SMARTPHONES & TABLETS /company/esc-global-group ESC Group