1.0. Bridgestone Marine Fender Systems Catalogue Ver. 1.00-Sc

MARINE FENDER SYSTEMS CATALOGUE

CONTENTS INTRODUCTION

2

PIANC 2002 Rated Performance Data (RPD) Bridgestone Marine Fenders: Product Overview

QUALITY CONTROL

6

Proof of Quality Marine Fender Manufacturer versus Fender Traders

THE ACCESSORIES OF FENDER SYSTEM Frontal Frame Frontal Pad and Fixings Anchors and Frame Fixings Chain System and Chain Fixing Anchor Accessories Material Specifications

MARINE FENDER DESIGN GUIDELINES HYPER CELL FENDER (HC)

8

Hyper Cell Fender Performance (RPD & CV) Hyper Cell Fender Generic Performance Curve Hyper Cell Fender Temperature Temperature Factor Hyper Cell Fender Velocity Factor Hyper Cell Fender Dimensions Hyper Cell Fender Fixing Bolt Locations

SUPER CELL FENDER (SUC)

20

Super Cell Fender Performance (RPD & CV) Super Cell Fender Generic Performance Curve Super Cell Fender Temperature Temperature Factor Super Cell Fender Velocity Factor Super Cell Fender Dimensions Super Cell Fender Fixing Bolt Locations

DYNA ARCH FENDER (DA)

34

Dyna Arch Fender Performance (RPD & CV) Dyna Arch Fender Generic Performance Curve Dyna Arch Fender Temperature Temperature Factor Dyna Arch Fender Velocity Factor Dyna Arch Fender Dimensions Dyna Arch Fender Fixing Bolt Locations

LIGHT-DUTY DYNA ARCH FENDER (DA)

Cylindrical Fender (CY) Super Turtle Turtle Fender (ST150H / ST200H) Turtle Fender (T100H / T130H) Seal Fender (S100H / S130H) Super Arch Corner Fender (C-SA) W Fender (W230H) Wharf Head Protector (HT20H) Safety Rubber Ladder (SL150H / SL200H / SL250H)

72

Marine Fender Design Flow Chart Definitions of Vessel Parameters Berthing Energy Calculations Berthing Velocity Mass Coefficient (Cm) Eccentricity Factor (Ce) Softness coefficient (Cs) Configuration coefficient (Cc) Factor of Abnormal Berthing Multiple-Fender Contact Design by Berth Considerations Design by Vessel Considerations Frontal Frame Design Chain System Design Fixings and Anchors Design

RESEARCH, DEVELOPMENT DEVELOPME NT,, AND TESTING FACILITIES

88

Finite Element Analysis (FEA) Rubber Materials M aterials Technology Testing Facilities

MARINE FENDER VERIFICATION 48

Light-Duty Dyna Arch Fender Performance (RPD & CV) Light-Duty Dyna Arch Fender Generic Performance Curve Light-Duty Dyna Arch Fender Temperature Temperature Factor Light-Duty Dyna Arch Fender Velocity Factor Light-Duty Dyna Arch Fender Dimensions Light-Duty Dyna Arch Fender Fixing Bolt Locations

SMALL CRAFT FENDERS

64

52

92

Physical Property of Rubber Fender Performance Test Dimensional Tolerances

APPENDIX Table of Vessel Data Unit Conversion Table Precaution And Recommendations List of Reference Disclaimer

94

2 INTRODUCTION

“Serving Society with Superior Quality” Bridgestone Corporation was founded in 1931 by Shojiro Ishibashi to manufacture tyres in Japan. In 1938 Bridgestone began to apply our knowledge of rubber technology to diversified (non-tyre) products including rubber and chemical products. Today Bridgestone is the world’s largest rubber manufacturing company, operating in over 150 countries and with over 170 manufacturing facilities worldwide. Diversified products account for approximately 20% of annual sales. One of the cornerstone products for diversified products is Marine Fender. Bridgestone is proud of our supply history and reputation within the industry. All marine fenders from Bridgestone are scientifically evaluated and are subject to rigorous in-house quality control. Bridgestone is ISO9001 accredited, designs to internationally

recognized standards and guidelines including PIANC 2002, and has complete technical back-up services available. Marine fenders have been an indispensable product at various port facilities throughout the world. The demand for good and reliable quality fender systems is ever increasing. For more than 50 years, Bridgestone has played an important role to provide high quality marine fender systems to ports worldwide. With our state-of-the-art facilities and continuous investment in research and development work, Bridgestone diligently innovates and searches for the best fendering solutions. From cylindrical fenders to our advanced cell series fenders, Bridgestone prides itself for being able to bring genuine value-added technology to its clients.

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3 PIANC 2002 RATED PERFORMANCE DATA (RPD) PIANC (Permanent International Association of Navigation Congress ) Guidelines for the Design of Fender Syst ems: 2002 (PIANC 2002) introduces Rated Performance Data (RPD) with an initial compres sion velocity of 0.15m/s decreas ing to 0.005 m/s as its new fender performance basis. RPD is introduced to simulate the decreasing velocity of actual berthing conditions.

The Differences between Conventional Method and PIANC 2002 RPD

Conventional Method

PIANC 2002

Constant-Slow-Velocity Method

Decreasing Velocity Method

Compression Velocity

The large difference in compression velocity between the constant-slow-velocity and the decreasing velocity method causes a corresponding difference in the performance data of the fender. The reaction force and energy absorption of rubber, being a viscoelastic material, will be higher when it is compressed with a higher velocity. According to PIANC 2002 there are 2 ways to o btain RPD. 1) Method CV 2) Method DV Bridgestone has selected the Method CV in its fender testing program to comply with PIANC 2002. Below is an extract from page 52 of the PIANC 2002 Guidelines which describes Method CV.

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4

To obtain RPD as per PIANC 2002, a Velocity Factor must be established, as described in the above text. The Velocity Factor can be obtained by scale model tests. Bridgestone has renamed Velocity Factor to RPD Factor. This is to avoid confusion with the Velocity Factor that is used for adjusting fender performance if the berthing velocity is other than the standard 0.15m/s. Bridgestone’s RPD Factors are obtained as per the PIANC 2002 Guidelines:

RPD Factor =

Decreasing Velocity Method Performance Data (by scale model tests) Constant Slow Velocity Method Performance Data (by scale model test)

The fender performance is therefore adjusted with RPD factors. An example of the effect on the performance curve is as below.

Reaction Force Ratio of HC1000H(J3) Fender 1.2

1.0

0.8 o i t a R e c r o F 0.6 n o i t c a e R

0.4

Constant-Slow-Velocity Method Reaction Force Ratio 0.2

RPD Reaction Force Ratio

0.0 0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

Center Deflection of Fender / %

As RPD is higher than the constant-slow-velocity method performance data, the RPD Factor is always great er than 1.0. Bridgestone has conducted multiple performance tests with various strain rates (velocity) and temperatures for establishing RPD Factors, Velocity Factors, and Temperature Factors for Bridgestone fenders. These factors are identified in the performance tables that follow.

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5 Bridgestone Marine Fenders: Product Overview Hyper Cell (HC) Typical Applications • Container Berth • Oil and Gas Berth • General Cargo Berth • Ore Berth • Ro-Ro Berth • Shipyard

Super Cell (SUC) Typical Applications • Container Berth • Oil and Gas Berth • General Cargo Berth • Ore Berth • Ro-Ro Berth • Shipyard

Dyna Arch (DA) (DA-A/ DA-B/ DA-S) Typical Applications • Container Berth • General Cargo Berth • Ro-Ro Berth • Shipyard

Light Duty Dyna Arch (DA)

Typical Applications • Fishing Port • Yacht Harbor • Barge Berth

Small Craft Fender • • • • • • • •

Cylindrical Fender Super Turtle Fender Turtle Fender Sealed Fender W Fender Wharf Head Protector Safety Rubber Ladder Super Arch Corner

Typical Applications • Fishing Port • Yacht Harbor • Barge Berth • General Cargo Berth Safety Rubber Ladder

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Cylindrical Fender

Super Arch Corner

6 QUALITY CONTROL

Bridgestone fenders are well known for their quality. Being one of the world’s largest rubber-based company, Bridgestone understands rubber better than anyone else and leverages this expertis e in rubber technology to marine fender systems. Bridgestone fenders are one of the original and most-trusted brands in the world. Equipped with world-class testing facilities and stringent testing procedures, Bridgestone fenders give you peace of mind wherever vessels bert h. High durability and excellent quality are synonymous with Bridgestone fenders. This is well supported by impressive results of durability testing on our Super Cell (SUC) and Hyper Cell (HC) fenders. We meet the rigorous requirements of PIANC. Moreover, Bridgestone fenders are made from the premium quality of rubber at ISO9001certified manufacturing plants fully owned and operated by Bridgestone. Being a market leader in fendering solutions, Bridgestone has over 50 years of proven installations and has become the fender of choice.

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7 Proof Of Quality 2 STAR Awarded for SHELL TAMAP The Oil & Gas industry demands equipment of the highest grade. To ensure reliability of Marine Product, Shell has adopted the Technical Accepted Manufacturers and Products (TAMAP) list which covers manufacturers of various marine equipments from around the world. In 2010, Bridgestone were invited for evaluation of their marine fenders as this item was seen as an important element for their operation. The assessments were carried out based on: 1) Product quality assurance 2) Engineering and R&D features 3) Manufacturing and quality controls 4) Warranty and after sales services. Assessment ratings are allocated as follow:

2 STAR

– Fully Accepted

1 STAR

– Partially Accepted

0 STAR

– Not Accepted

X

– Not Qualified for Evaluation

We are proud that Bridgestone has been awarded with 2 STAR for marine fender, the highest rank in the Technical Accepted Manufacturers and Products (TAMAP) by Shell. This further substantiated that Bridgestone is recognized as the pioneer manufacturer of top quality product and engineering services.

Marine Fender Manufacturer Versus Fender Traders There is a trend for some companies to move towards subcontract style of business for the supply of the rubber fender body. Hence, it is important to highlight that Bridgesto ne fenders are manufactured in Bridgestone’s 100% owned and operated fabrication plant located in Shenyang, China. This plant specializes in molded products, which includes our marine fenders, rubber tracks, and other product lines. Annual throughput exceeds 8000 tons of rubber. Bridgestone, being the manufacturer, can secure a high level of quality control in the manufacturing process. Moreover, data integrity such as rubber properties and fender testing performance can be assured.

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8 HYPER CELL FENDER (HC)

The Hyper Cell fender is the highest evolution of the original Bridgestone cell series fenders introduced in 1969. Analytically designed, Hyper Cell fenders have a very complex shape, making the energy absorption and reaction force ratio effectively higher than Super Cell fenders of the same size. Advanced materials, cutting-edge technology and advanced testing facilities play a pivotal role in the success of the Hyper Cell fender. Since 1996, Hyper Cell fenders have been in service at ports around the world. Specifically, Hyper Cell fenders are very popular at Container Terminals due to their durability and performance. Similar to Super Cell fenders, Hyper Cell fenders are typically designed with frontal frame to allow for better distribution of stress across the hull surface. 50 years of experience in fendering solutions has been incorporated into this latest generation of fenders.

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9

F e H n y d p e e r r C ( H e C l ) l

Features Of Hyper Cell Fenders • • • • • • •

High energy absorption with low reaction force Enhanced angular performance Excellent multi-directional angular performance High durability as the internal stresses are dispersed throughout the fender body High allowable static load of fenders Over 17 years of proven supply records Ease of installation

F e S n d u p e e r r ( S C U e C l l )

F e D n y d n e a r A ( r D c A h )

D y L n i a g h A t r c D h u ( D t y A )

S m a l l C r a f t F e n d e r s

T h F e e n A d c e c r e S s y s s o r t i e e m s O f

D e M s a i r g n i n G e u F i l e d n e d l e i n r e

R A e n s d e T a r e c s h t , i n D g e F v a e l c o i p l i m t i e s e n t

M V a e r i r n i fi e c F a e t i n o n d e r

FEA model of Hyper Cell fender

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A p p e n d i x

10 Rated Performance Data (RPD) & Slow-Constant-Velocity Compression Test Performance J1

HC

400H

600H

700H

800H

900H

1000H

1150H

1300H

1400H

J2-15

J2-10

J2-5

J2

J3-15

J3-10

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

RPD

116

25.5

124

27.4

131

29

139

30.6

148

32.5

156

34.4

166

36.6

CV

100

22.4

107

23.8

113

25.2

119

26.6

126

28.0

133

29.8

141

31.5

fRPD

1.156

1.139

1.160

1.150

1.163

1.151

1.167

1.151

1.170

1.161

1.174

1.156

1.178

1.163

RPD

259

85.7

276

91.3

293

97

310

103

329

109

350

116

372

123

CV

226

75.6

240

80.4

254

85.1

268

89.8

283

94.5

300

100

318

106

fRPD

1.145

1.134

1.149

1.136

1.153

1.140

1.157

1.143

1.162

1.151

1.166

1.158

1.171

1.162

RPD

351

136

374

145

398

154

421

163

446

172

476

184

506

195

CV

308

120

327

128

346

135

365

143

385

150

409

160

433

169

fRPD

1.141

1.131

1.145

1.130

1.149

1.138

1.154

1.138

1.158

1.148

1.163

1.148

1.168

1.155

RPD

457

202

488

215

518

229

549

242

580

256

619

273

658

291

CV

402

179

427

190

452

202

477

213

502

224

534

238

565

252

fRPD

1.137

1.128

1.142

1.133

1.146

1.133

1.151

1.138

1.156

1.143

1.160

1.149

1.165

1.153

RPD

577

287

615

306

654

325

693

345

733

364

782

388

832

413

CV

509

255

540

271

572

287

604

303

636

319

675

339

715

359

fRPD

1.134

1.125

1.139

1.128

1.143

1.132

1.148

1.137

1.153

1.142

1.158

1.145

1.163

1.150

RPD

710

392

758

419

806

445

855

472

904

498

964

532

1025

566

CV

628

350

667

372

706

394

746

416

785

438

834

465

883

492

fRPD

1.131

1.121

1.136

1.125

1.141

1.129

1.146

1.134

1.151

1.138

1.156

1.144

1.161

1.150

RPD

935

594

998

634

1062

675

1127

715

1194

758

1268

805

1355

860

CV

830

533

882

566

934

599

986

632

1040

666

1100

707

1170

749

fRPD

1.127

1.115

1.132

1.121

1.137

1.127

1.143

1.132

1.148

1.138

1.153

1.139

1.158

1.148

RPD

1191

856

1276

917

1351

970

1436

1031

1523

1094

1623

1165

1722

1236

CV

1060

769

1130

817

1190

865

1260

914

1330

962

1410

1020

1490

1080

fRPD

1.124

1.113

1.129

1.122

1.135

1.121

1.140

1.128

1.145

1.137

1.151

1.142

1.156

1.144

RPD

1380

1068

1478

1142

1564

1210

1661

1285

1762

1362

1873

1448

1998

1543

CV

1230

961

1310

1020

1380

1080

1460

1140

1540

1200

1630

1280

1730

1350

fRPD

1.122

1.111

1.128

1.120

1.133

1.120

1.138

1.127

1.144

1.135

1.149

1.131

1.155

1.143

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

HC J1

J2-15

J2-10

J2-5

J2

J3-15

J3-10 [Units: kNm, kN]

Note: 1. 2. 3. 4. 5.

Performance data is based on having mount height equal to 0.15 times of fender height in place on top of the fender. Fender performance is subject to the tolerance of max 10% for Reaction Force and -10% for Energy Absorption. RPD is in accordance with PIANC for design performance with initial compression velocity of 0.15m/s. CV is in accordance with PIANC for compression test performance with slow-constant-velocity compression of 0.00133m/s. RPD factor, f RPD is an adjustment factor for CV performance to RPD. Where, RPD = f RPD x CV

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11


Rated Performance Data (RPD) & Slow-Constant-Velocity Compression Test Performance J3-5

HC

400H

600H

700H

800H

900H

1000H

1150H

1300H

1400H

J3

J4-15

J4-10

J4-5

J4

HC

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

RPD

176

38.8

186

41

196

41.6

208

44.2

220

46.6

232

49.3

RPD

CV

149

33.3

157

35.0

167

35.4

177

37.5

186

39.6

196

41.6

CV

fRPD

1.182

1.166

1.186

1.173

1.173

1.175

1.177

1.180

1.181

1.178

1.184

1.185

fRPD

RPD

395

131

417

138

437

139

465

148

492

157

519

166

RPD

CV

336

112

353

118

375

119

397

127

419

134

441

141

CV

fRPD

1.175

1.166

1.180

1.167

1.166

1.171

1.171

1.166

1.174

1.170

1.178

1.174

fRPD

RPD

536

207

566

218

595

221

632

235

669

249

706

262

RPD

CV

457

178

481

188

511

190

541

201

571

212

601

223

CV

fRPD

1.172

1.162

1.177

1.162

1.164

1.164

1.168

1.169

1.172

1.173

1.175

1.177

fRPD

RPD

697

308

738

325

775

329

823

350

873

371

921

391

RPD

CV

596

266

628

280

667

283

706

300

746

317

785

333

CV

fRPD

1.170

1.157

1.175

1.162

1.162

1.164

1.166

1.166

1.170

1.169

1.173

1.175

fRPD

RPD

882

438

933

463

979

468

1041

497

1103

527

1163

556

RPD

CV

755

379

795

399

844

403

894

427

944

451

993

474

CV

fRPD

1.168

1.155

1.173

1.160

1.160

1.161

1.164

1.165

1.168

1.168

1.171

1.173

fRPD

RPD

1087

600

1149

633

1204

640

1278

679

1353

718

1439

764

RPD

CV

932

520

981

547

1040

553

1100

586

1160

618

1230

651

CV

fRPD

1.166

1.153

1.171

1.158

1.158

1.157

1.162

1.159

1.166

1.162

1.170

1.173

fRPD

RPD

1432

908

1520

9 63

1595

975

1694

1034

1793

1094

1891

1155

RPD

CV

1230

790

1300

832

1380

841

1460

891

1540

940

1620

990

CV

fRPD

1.164

1.149

1.169

1.158

1.156

1.159

1.160

1.161

1.164

1.164

1.167

1.167

fRPD

RPD

1823

1308

1937

1388

2031

1403

2165

1495

2289

1580

2412

1666

RPD

CV

1570

1140

1660

1200

1760

1220

1870

1290

1970

1360

2070

1430

CV

fRPD

1.161

1.147

1.167

1.157

1.154

1.150

1.158

1.159

1.162

1.162

1.165

1.165

fRPD

RPD

2123

1640

2239

1728

2352

1750

2499

1858

2647

1967

2794

2076

RPD

CV

1830

1430

1920

1500

2040

1520

2160

1610

2280

1700

2400

1790

CV

fRPD

1.160

1.147

1.166

1.152

1.153

1.151

1.157

1.154

1.161

1.157

1.164

1.160

fRPD

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

HC


400H

600H

700H

800H

J3

J4-15

J4-10

J4-5

1000H

Performance data is based on having mount height equal to 0.15 times of fender height in place on top of the fender. Fender performance is subject to the tolerance of max 10% for Reaction Force and -10% for Energy Absorption. RPD is in accordance with PIANC for design performance with initial compression velocity of 0.15m/s. CV is in accordance with PIANC for compression test performance with slow-constant-velocity compression of 0.00133m/s. RPD factor, f RPD is an adjustment factor for CV performance to RPD. Where, RPD = f RPD x CV


1150H

1300H


1400H

J4 [Units: kNm, kN]

Note: 1. 2. 3. 4. 5.


900H

HC J3-5





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A p p e n d i x

12 Generic Performance Curve for J1~J3 Grades Performance Ratio for HC Fender (J1 ~ J3 Grades) 110

100

90

80

) 70 % ( R , 60 e c r o F 50 n o i t c a 40 e R

) % ( E , n o 100 i t p r o s 80 b A y g r 60 e n E

30

20

40

10

CV Reaction Force

RPD Reaction Force

CV Energy Absorption

RPD Energy Absorption

20

0

0 0

5

10

15

20

25

30

35

40

45

50

55

60

Center Deflection, Ci (%)

65

70

75

[Rated Deflection at 70%]

Generic Performance Curve for J4-15 ~ J4 Grades Performance Ratio for HC Fender (J4-15 ~ J4 Grades) 110

100

90

80

) 70 % ( R , 60 e c r o F 50 n o i t c a 40 e R

) % ( E , n o 100 i t p r o s 80 b A y g r 60 e n E

30

20

40

10

CV Reaction Force

RPD Reaction Force



20

0

0 0

5

10

15

20

25

30

35

40

45

50

55

60


65

70

75

[Rated Deflection at 67.5%]

Angle Factor for Rated Energy, AF for J1 ~ J3 Grades Angle (o)

0

3

5

6

7

8

10

12

15

20

Ci (%)

70.0

69.6

69.2

69.1

68.7

68.3

67.3

66.4

64.8

61.7

AF

1.000

0.997

0.995

0.995

0.992

0.988

0.973

0.957

0.929

0.872

Angle Factor for Rated Energy, AF for J4-15 ~ J4 Grades Angle (o)

0

3

5

6

7

8

10

12

15

20

Ci (%)

67.5

66.9

66.4

66.2

66.0

65.7

65.1

64.8

63.2

60.4

AF

1.000

0.992

0.986

0.984

0.983

0.980

0.972

0.965

0.932

0.870

Note: 1. Angular compression reduces fender energy performance at the rated maximum compression. 2. C i = Deflection on fender centerline. 3. The table above shows the adjustment factors of fender energy capacity at different compression angles and deflections.

-SOFTCOPY VERSION-

13


Temperature Factor for Rated Energy and Reaction, TF F e S n d u p e e r r ( S C U e C l l )

1.35

J1

1.30

1.25

J2 1.20

F T , r o 1.15 t c a F 1.10 e r u t a r 1.05 e p m e T 1.00

J3 F e D n y d n e a r A ( r D c A h )

J4

-15

-10

-5

0

5

10

15

20

25

30

35

40

45

50

55

0.95

Temperature (°C) 0.90


0.85

Temperature (oC)

Grade -10

-5

0

5

10

15

20

23

30

35

40

45

50

J1

1.168

1.103

1.058

1.057

1.010

1.002

1.000

1.000

1.000

0.999

0.990

0.971

0.940

J2-15

1.180

1.114

1.067

1.062

1.015

1.005

1.001

1.000

0.999

0.996

0.987

0.969

0.939

J2-10

1.192

1.125

1.076

1.064

1.020

1.008

1.002

1.000

0.997

0.993

0.984

0.966

0.938

J2-5

1.205

1.136

1.085

1.071

1.025

1.011

1.003

1.000

0.995

0.990

0.981

0.964

0.937

J2

1.217

1.147

1.095

1.068

1.031

1.014

1.004

1.000

0.993

0.988

0.978

0.961

0.936

J3-15

1.230

1.158

1.104

1.066

1.036

1.017

1.005

1.000

0.991

0.985

0.975

0.959

0.934

J3-10

1.242

1.169

1.113

1.063

1.041

1.020

1.006

1.000

0.989

0.982

0.972

0.956

0.933

J3-5

1.255

1.180

1.122

1.082

1.046

1.023

1.007

1.000

0.988

0.979

0.969

0.954

0.932

J3

1.267

1.191

1.131

1.070

1.051

1.026

1.008

1.000

0.986

0.976

0.966

0.951

0.931

J4-15

1.277

1.198

1.135

1.093

1.052

1.026

1.008

1.000

0.985

0.974

0.962

0.945

0.921

J4-10

1.288

1.205

1.140

1.104

1.054

1.027

1.009

1.000

0.984

0.972

0.958

0.938

0.911

J4-5

1.298

1.212

1.144

1.094

1.055

1.028

1.009

1.000

0.983

0.970

0.954

0.932

0.900

J4

1.308

1.218

1.148

1.107

1.056

1.029

1.009

1.000

0.982

0.968

0.950

0.925

0.890




Velocity Factor for Rated Energy and Reaction, VF for HC1000H Fenders 1.04

1.03

1.02

1.01 F T , r o t 1.00 c a F y t i c 0.99 o l e V

0

50

100

150

200

250

Velocity (mm/s)

300

350

J1


0.98

J2 0.97

J3 0.96

J4 0.95


Note: 1. Velocity Factor is depending on the fender sizes and performance grades

-SOFTCOPY VERSION-

A p p e n d i x

14 Velocity Factor For Rated Energy And Reaction For HC Fender HC400H Fender Grade

Design Berthing Velocity (mm/s) 50

100

150

200

250

300

J1

0.955

0.983

1.000

1.013

1.025

1.033

J2-15

0.955

0.982

1.000

1.013

1.024

1.034

J2-10

0.954

0.983

1.000

1.014

1.025

1.033

J2-5

0.955

0.982

1.000

1.013

1.023

1.033

J2

0.955

0.983

1.000

1.013

1.024

1.033

J3-15

0.954

0.982

1.000

1.014

1.023

1.032

J3-10

0.954

0.983

1.000

1.013

1.024

1.033

J3-5

0.954

0.983

1.000

1.013

1.023

1.032

J3

0.954

0.982

1.000

1.013

1.024

1.032

J4-15

0.953

0.981

1.000

1.013

1.024

1.032

J4-10

0.952

0.981

1.000

1.013

1.025

1.034

J4-5

0.951

0.982

1.000

1.014

1.025

1.034

J4

0.950

0.981

1.000

1.015

1.025

1.035

HC600H Fender Grade


100

150

200

250

300

J1

0.958

0.983

1.000

1.013

1.023

1.032

J2-15

0.957

0.983

1.000

1.013

1.024

1.032

J2-10

0.957

0.983

1.000

1.013

1.023

1.032

J2-5

0.958

0.984

1.000

1.013

1.024

1.032

J2

0.957

0.983

1.000

1.013

1.023

1.032

J3-15

0.956

0.983

1.000

1.013

1.023

1.031

J3-10

0.955

0.983

1.000

1.013

1.023

1.031

J3-5

0.955

0.983

1.000

1.013

1.023

1.032

J3

0.955

0.983

1.000

1.013

1.023

1.032

J4-15

0.954

0.982

1.000

1.014

1.024

1.033

J4-10

0.953

0.982

1.000

1.013

1.024

1.033

J4-5

0.952

0.982

1.000

1.014

1.025

1.034

J4

0.951

0.981

1.000

1.014

1.025

1.035

HC700H Fender Grade


100

150

200

250

300

J1

0.958

0.984

1.000

1.012

1.023

1.032

J2-15

0.959

0.984

1.000

1.013

1.023

1.031

J2-10

0.958

0.984

1.000

1.013

1.023

1.031

J2-5

0.958

0.984

1.000

1.013

1.022

1.031

J2

0.957

0.984

1.000

1.013

1.023

1.031

J3-15

0.957

0.984

1.000

1.013

1.023

1.031

J3-10

0.956

0.983

1.000

1.013

1.023

1.031

J3-5

0.955

0.983

1.000

1.013

1.023

1.031

J3

0.955

0.983

1.000

1.013

1.024

1.032

J4-15

0.954

0.983

1.000

1.013

1.024

1.032

J4-10

0.953

0.982

1.000

1.014

1.024

1.033

J4-5

0.953

0.982

1.000

1.014

1.025

1.034

J4

0.952

0.982

1.000

1.014

1.026

1.035

-SOFTCOPY VERSION-

15

HC800H Fender Grade


100

150

200

250

300

J1

0.959

0.984

1.000

1.013

1.023

1.031

J2-15

0.959

0.984

1.000

1.012

1.022

1.031

J2-10

0.959

0.984

1.000

1.013

1.022

1.030

J2-5

0.958

0.984

1.000

1.013

1.022

1.031

J2

0.958

0.984

1.000

1.012

1.022

1.031

J3-15

0.957

0.984

1.000

1.013

1.023

1.031

J3-10

0.956

0.984

1.000

1.013

1.022

1.031

J3-5

0.956

0.983

1.000

1.013

1.023

1.031

J3

0.955

0.983

1.000

1.013

1.023

1.032

J4-15

0.955

0.982

1.000

1.013

1.023

1.032

J4-10

0.954

0.982

1.000

1.013

1.024

1.033

J4-5

0.953

0.982

1.000

1.014

1.024

1.033

J4

0.952

0.982

1.000

1.014

1.025

1.034

HC900H Fender Grade


100

150

200

250

300

J1

0.960

0.984

1.000

1.012

1.022

1.030

J2-15

0.959

0.984

1.000

1.012

1.022

1.030

J2-10

0.960

0.985

1.000

1.013

1.022

1.030

J2-5

0.959

0.985

1.000

1.013

1.022

1.030

J2

0.958

0.984

1.000

1.013

1.022

1.030

J3-15

0.958

0.984

1.000

1.013

1.022

1.030

J3-10

0.957

0.984

1.000

1.013

1.023

1.031

J3-5

0.956

0.983

1.000

1.013

1.023

1.031

J3

0.955

0.983

1.000

1.013

1.023

1.031

J4-15

0.955

0.983

1.000

1.013

1.023

1.032

J4-10

0.954

0.982

1.000

1.013

1.024

1.033

J4-5

0.954

0.982

1.000

1.013

1.024

1.033

J4

0.953

0.982

1.000

1.014

1.025

1.034








HC1000H Fender Grade


100

150

200

250

300

J1

0.961

0.985

1.000

1.012

1.022

1.030

J2-15

0.960

0.985

1.000

1.012

1.022

1.030

J2-10

0.960

0.984

1.000

1.012

1.022

1.029

J2-5

0.960

0.984

1.000

1.012

1.022

1.030

J2

0.959

0.984

1.000

1.012

1.022

1.030

J3-15

0.958

0.984

1.000

1.012

1.022

1.030

J3-10

0.957

0.984

1.000

1.012

1.022

1.030

J3-5

0.957

0.984

1.000

1.013

1.022

1.030

J3

0.956

0.984

1.000

1.013

1.023

1.031

J4-15

0.956

0.983

1.000

1.013

1.024

1.032

J4-10

0.955

0.982

1.000

1.014

1.024

1.032

J4-5

0.954

0.983

1.000

1.014

1.024

1.033

J4

0.953

0.982

1.000

1.014

1.024

1.033

-SOFTCOPY VERSION-



A p p e n d i x

16



100

150

200

250

300

J1

0.962

0.985

1.000

1.012

1.022

1.029

J2-15

0.961

0.985

1.000

1.012

1.022

1.029

J2-10

0.960

0.985

1.000

1.012

1.021

1.029

J2-5

0.960

0.985

1.000

1.012

1.022

1.029

J2

0.959

0.984

1.000

1.012

1.022

1.029

J3-15

0.958

0.984

1.000

1.012

1.022

1.030

J3-10

0.958

0.984

1.000

1.013

1.022

1.030

J3-5

0.957

0.984

1.000

1.012

1.022

1.031

J3

0.957

0.984

1.000

1.013

1.023

1.031

J4-15

0.956

0.983

1.000

1.013

1.023

1.031

J4-10

0.955

0.983

1.000

1.013

1.024

1.032

J4-5

0.955

0.983

1.000

1.013

1.024

1.033

J4

0.953

0.982

1.000

1.014

1.024

1.033



100

150

200

250

300

J1

0.963

0.985

1.000

1.012

1.021

1.029

J2-15

0.962

0.985

1.000

1.012

1.021

1.029

J2-10

0.961

0.985

1.000

1.012

1.021

1.029

J2-5

0.961

0.985

1.000

1.012

1.022

1.029

J2

0.960

0.984

1.000

1.012

1.021

1.029

J3-15

0.959

0.984

1.000

1.012

1.021

1.029

J3-10

0.959

0.984

1.000

1.012

1.022

1.030

J3-5

0.958

0.984

1.000

1.013

1.022

1.030

J3

0.957

0.984

1.000

1.012

1.022

1.031

J4-15

0.956

0.983

1.000

1.013

1.023

1.031

J4-10

0.956

0.983

1.000

1.013

1.023

1.032

J4-5

0.955

0.982

1.000

1.013

1.024

1.032

J4

0.954

0.982

1.000

1.014

1.024

1.033



100

150

200

250

300

J1

0.963

0.986

1.000

1.012

1.021

1.029

J2-15

0.962

0.985

1.000

1.011

1.021

1.029

J2-10

0.961

0.985

1.000

1.012

1.021

1.028

J2-5

0.961

0.985

1.000

1.012

1.021

1.029

J2

0.960

0.985

1.000

1.012

1.021

1.029

J3-15

0.959

0.985

1.000

1.012

1.022

1.029

J3-10

0.959

0.984

1.000

1.012

1.022

1.030

J3-5

0.958

0.984

1.000

1.012

1.022

1.030

J3

0.957

0.984

1.000

1.012

1.022

1.030

J4-15

0.956

0.983

1.000

1.012

1.023

1.031

J4-10

0.956

0.983

1.000

1.013

1.023

1.032

J4-5

0.955

0.983

1.000

1.013

1.023

1.032

J4

0.954

0.983

1.000

1.013

1.024

1.033

-SOFTCOPY VERSION-

17


Hyper Cell Fender Dimensions F e S n d u p e e r r ( S C U e C l l )

Detail View

6 - Ød2 6 - Md1

T

t 2

1

A . D Ø D Ø . C . P

A Ø . D D . Ø C . P


2

1


Detail View

H

Note: 1. 2. 3. 4.

Md1 (performance grade dependent)

d2 (performance grade dependent)

Fender Size

H

HC400H

400

340

640

260

560

HC600H

600

510

900

390

810

M24

M24

30

HC700H

700

595

1050

455

945

M24

M24

HC800H

800

680

1200

520

1080

M27

HC900H

900

765

1350

585

1215

HC1000H

1000

850

1500

650

HC1150H

1150

977.5

1725

HC1300H

1300

1105

HC1400H

1400

1190

D1

D2

A 1

A 2

T

t

4 (6)*

21

21

30

6

27

21

30

30

6

31.5

25

M27

35

35

6

36

27

M27

M30

35

38

6

40.5

30

1350

M30

M36

38

44

6

45

33

750

1550

M36

M42

44

50

6

51.8

36

1950

845

1755

M36

M42

46

52

8

58.5

39

2100

910

1890

M36

M42

46

52

8

63

39

J1

J2

J3

J4

HC400H

72

HC600H

221

HC700H

349

HC800H

520

HC900H

754

HC1000H

1033

HC1150H

1562

HC1300H

2223

HC1400H

2724

J3 J4 28




Fender Body Approximate Mass Approximate Mass (kg)

J2

M16

*HC400H fender has a combination of 4-M22 and 6-M16 for fender fixings and frame fixings respectively. Md 1 = fender frame bolt size d 2 = diameter of fender fixing bolt hole in fender body All units in mm unless otherwise stated.

Fender Size

J1

N



-SOFTCOPY VERSION-

A p p e n d i x

18 Hyper Cell Fender Fixing Bolt Locations CASE - 1

CASE - 2 6 - Md

6 - Md

A Ø . D . C . P

A Ø . D . C P.

1 P

P2

2 P

P1

For HC1300H & HC1400H Only CASE - 1

CASE - 2

8 - Md

8 - Md

A Ø D . C P .

A Ø D . C P .

P2

Fender Size

P1

Md (performance grade dependant) J1

J2

J3

N

A

P1

P2

J4

HC400H

M22

4

560

396

396

HC600H

M24

6

810

405

701

HC700H

M24

6

945

473

818

HC800H

M27

6

1080

540

935

HC900H

M27

M30

6

1215

608

1052

HC1000H

M30

M36

6

1350

675

1169

HC1150H

M36

M42

6

1550

775

1342

HC1300H

M36

M42

8

1755

672

1241

HC1400H

M36

M42

8

1890

723

1336

Note: 1. All units are in mm unless otherwise stated. 2. Case 2 bolt pattern requires less concrete height if compared to case 1 bolt pattern. Case 1 bolt pattern requires less concrete width if compared to case 2 bolt pattern. 3. Md = fender fixing bolt size

-SOFTCOPY VERSION-

Hyper Cell Fender

-SOFTCOPY VERSION-

20 SUPER CELL FENDER (SUC)

Originating from the cell series fenders first introduced in 1969, Bridgestone Super Cell fenders have stood the test of time. Thousands of Super Cell fenders have been in service at ports in more than 50 countries, greatly contributing to the economical design of marine facilities. From the smallest SUC400H to the world’s largest fender the SUC3000H, Super Cell fenders meet almost all fendering needs at ports around the world. Bridgestone Super Cell fenders are unique, having a high energy absorption to reaction force ratio as one of its salient features. They are cylindrical in shape with two steel mounting plates firmly bonded to both ends of the main rubber column during vulcanization. The fender performance is developed by compression and column buckling. Super Cell fenders are typically fitted with frontal frame to obtain a wide contact area on contact with the vessel, thus reducing pressure against the vessel hull as much as required.

-SOFTCOPY VERSION-

21


Features Of Super Cell Fenders • • • • • •

High energy absorption with low reaction force Excellent multi-directional angular performance High durability as the internal stresses are dispersed throughout the fender body Wide range of sizes (Up to SUC3000H) 50 years of proven supply records Ease of installation









-SOFTCOPY VERSION-

A p p e n d i x

22 Rated Performance Data (RPD) & Slow-Constant-Velocity Compression Test Performance R1 SUC

400H

500H

630H

800H

1000H

1150H

1250H

1450H

1600H

1700H

2000H

2250H

2500H

3000H

R1+10

R0-10

R0

R0+10

RH-10

RH

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

RPD

65.9

11.3

72.7

12.5

74.3

12.8

82.9

14.3

91.5

15.7

97.5

16.8

109

18.7

CV

55.9

9.8

61.5

10.8

62.8

11.1

69.8

12.3

76.8

13.5

81.7

14.3

90.8

15.9

fRPD

1.179

1.158

1.182

1.159

1.183

1.152

1.187

1.159

1.191

1.166

1.194

1.174

1.200

1.178

RPD

102

22.1

113

24.3

116

24.9

129

27.7

142

30.6

152

32.8

170

36.5

CV

87.3

19.2

96

21.1

98.1

21.5

109

23.9

120

26.3

128

28.1

142

31.2

fRPD

1.174

1.149

1.178

1.153

1.178

1.157

1.183

1.161

1.187

1.165

1.190

1.166

1.196

1.171

RPD

161

43.8

178

48.4

184

50

205

55.6

226

61.3

241

65.3

269

73

CV

138

38.2

152

42

157

43.3

174

48.1

191

52.9

203

56.3

226

62.5

fRPD

1.169

1.146

1.173

1.152

1.174

1.155

1.178

1.156

1.183

1.158

1.186

1.160

1.192

1.168

RPD

261

89.9

287

99

295

102

329

113

363

125

387

133

431

148

CV

224

78.7

246

86.6

252

88.5

280

98.3

308

108

327

114

363

127

fRPD

1.164

1.142

1.168

1.143

1.169

1.147

1.174

1.152

1.178

1.158

1.182

1.168

1.188

1.169

RPD

404

174

447

193

457

197

511

220

565

243

602

259

673

290

CV

349

153

384

16 8

393

173

437

192

481

211

511

224

568

249

fRPD

1.159

1.140

1.163

1.146

1.164

1.140

1.169

1.147

1.174

1.153

1.178

1.157

1.184

1.163

RPD

534

265

589

292

604

299

674

334

745

369

793

393

887

439

CV

462

233

508

25 6

520

263

578

292

636

321

675

341

750

379

fRPD

1.156

1.137

1.160

1.141

1.161

1.138

1.166

1.144

1.172

1.150

1.175

1.152

1.182

1.158

RPD

629

339

695

375

712

384

795

428

878

473

937

504

1047

563

CV

545

299

600

32 9

614

337

682

374

750

411

798

438

887

487

fRPD

1.154

1.134

1.158

1.139

1.159

1.138

1.165

1.144

1.170

1.150

1.174

1.151

1.180

1.157

RPD

845

528

932

583

955

598

1067

667

1179

736

1265

790

1414

882

CV

734

467

807

514

826

526

918

584

1010

642

1080

688

1200

764

fRPD

1.151

1.131

1.155

1.134

1.156

1.136

1.162

1.142

1.167

1.147

1.171

1.148

1.178

1.155

RPD

1026

709

1133

782

1166

804

1299

896

1433

988

1531

1056

1705

1175

CV

894

628

983

691

1010

708

1120

787

1230

866

1310

918

1450

1020

fRPD

1.148

1.129

1.153

1.132

1.154

1.136

1.160

1.139

1.165

1.141

1.169

1.150

1.176

1.152

RPD

1158

850

1279

938

1314

964

1472

1079

1630

1194

1729

1266

1927

1410

CV

1010

754

1110

829

1140

853

1270

948

1400

1040

1480

1100

1640

1220

fRPD

1.147

1.127

1.152

1.131

1.153

1.130

1.159

1.138

1.164

1.148

1.168

1.151

1.175

1.156

RPD

1590

1373

1756

1517

1817

1568

2021

1745

2241

1932

2377

2048

2660

2292

CV

1390

1220

1530

1340

1580

1390

1750

1540

1930

1690

2040

1790

2270

1990

fRPD

1.144

1.125

1.148

1.132

1.150

1.128

1.155

1.133

1.161

1.143

1.165

1.144

1.172

1.152

RPD

2385

2318

2636

2561

2535

2461

2825

2742

3127

3035

3335

3235

3729

3616

CV

2090

2060

2300

2270

2210

2180

2450

2420

2700

2660

2870

2840

3190

3150

fRPD

1.141

1.125

1.146

1.128

1.147

1.129

1.153

1.133

1.158

1.141

1.162

1.139

1.169

1.148

RPD

2927

3161

3238

3494

3126

3372

3488

3763

3849

4154

4106

4427

4586

4944

CV

2570

2820

2830

3100

2730

3000

3030

3330

3330

3660

3540

3880

3930

4310

fRPD

1.139

1.121

1.144

1.127

1.145

1.124

1.151

1.130

1.156

1.135

1.160

1.141

1.167

1.147

RPD

4211

5457

4651

6026

4484

5812

5012

6492

5546

7178

5901

7634

6600

8531

CV

3710

4890

4080

5380

3930

5180

4370

5750

4810

6330

5100

6720

5670

7470

fRPD

1.135

1.116

1.140

1.120

1.141

1.122

1.147

1.129

1.153

1.134

1.157

1.136

1.164

1.142

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

SUC R1 Note: 1. 2. 3. 4.

R1+10

R0-10

R0

R0+10

RH-10

RH [Units: kNm, kN]

Fender performance is subject to the tolerance of max 10% for Reaction Force and -10% for Energy Absorption. RPD is in accordance with PIANC for design performance with initial compression velocity of 0.15m/s. CV is in accordance with PIANC for compression test performance with slow-constant-velocity compression of 0.00133m/s. RPD factor, f RPD is an adjustment factor for CV performance to RPD. Where, RPD = f RPD x CV

-SOFTCOPY VERSION-

23


Rated Performance Data (RPD) & Slow-Constant-Velocity Compression Test Performance RH+10 SUC

400H

500H

630H

800H

1000H

1150H

1250H

1450H

1600H

1700H

2000H

2250H

2500H

3000H

RS-10

RS

RS+10

RE-10

RE SUC

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

RPD

121

20.7

114

19.5

127

21.8

145

24.8

129

22.1

148

25.4

RPD

CV

100

17.5

94.5

16.6

105

18.4

116

20.2

106

18.6

118

20.7

CV

fRPD

1.206

1.184

1.202

1.177

1.209

1.186

1.248

1.227

1.214

1.189

1.258

1.227

fRPD

RPD

188

40.3

177

38.1

198

42.5

224

47.9

201

43.1

231

49.3

RPD

CV

156

34.3

148

32.4

164

36

180

39.6

166

36.4

184

40.4

CV

fRPD

1.202

1.175

1.199

1.177

1.205

1.180

1.243

1.210

1.211

1.183

1.253

1.221

fRPD

RPD

298

80.8

280

75.8

312

84.6

354

95.6

317

85.8

364

98.2

RPD

CV

249

68.8

234

64.7

260

71.9

286

79.1

263

72.7

292

80.8

CV

fRPD

1.198

1.175

1.195

1.171

1.201

1.177

1.238

1.208

1.206

1.180

1.247

1.215

fRPD

RPD

476

164

449

154

502

173

568

195

511

175

586

201

RPD

CV

399

140

377

132

419

147

461

162

425

149

472

166

CV

fRPD

1.194

1.171

1.190

1.170

1.197

1.174

1.232

1.202

1.202

1.175

1.242

1.209

fRPD

RPD

744

320

700

301

781

336

885

379

795

343

912

391

RPD

CV

625

274

590

259

655

288

721

317

664

292

738

324

CV

fRPD

1.19

1.168

1.186

1.163

1.193

1.167

1.227

1.196

1.198

1.173

1.236

1.206

fRPD

RPD

979

485

922

457

1031

510

1166

575

1049

519

1203

593

RPD

CV

825

417

779

393

866

437

953

481

878

444

976

493

CV

fRPD

1.187

1.163

1.184

1.162

1.191

1.167

1.224

1.196

1.195

1.170

1.233

1.202

fRPD

RPD

1158

623

1085

584

1213

652

1369

734

1242

667

1428

764

RPD

CV

976

536

918

504

1020

560

1120

616

1040

573

1160

637

CV

fRPD

1.186

1.162

1.182

1.159

1.189

1.165

1.222

1.191

1.194

1.164

1.231

1.200

fRPD

RPD

1562

974

1451

906

1625

1014

1839

1144

1667

1039

1902

1181

RPD

CV

1320

840

1230

785

1370

872

1510

959

1400

888

1550

987

CV

fRPD

1.183

1.160

1.180

1.154

1.186

1.163

1.218

1.193

1.191

1.170

1.227

1.197

fRPD

RPD

1890

1301

1779

1225

1989

1370

2250

1544

2021

1391

2313

1587

RPD

CV

1600

1120

1510

1060

1680

1180

1850

1300

1700

1200

1890

1330

CV

fRPD

1.181

1.162

1.178

1.156

1.184

1.161

1.216

1.188

1.189

1.159

1.224

1.193

fRPD

RPD

2124

1554

2001

1464

2236

1637

2527

1843

2281

1667

2605

1898

RPD

CV

1800

1340

1700

1270

1890

1410

2080

1550

1920

1430

2130

1590

CV

fRPD

1.180

1.160

1.177

1.153

1.183

1.161

1.215

1.189

1.188

1.166

1.223

1.194

fRPD

RPD

2943

2534

2771

2387

3092

2663

3488

2993

3149

2712

3596

3085

RPD

CV

2500

2190

2360

2070

2620

2300

2880

2530

2660

2330

2950

2590

CV

fRPD

1.177

1.157

1.174

1.153

1.180

1.158

1.211

1.183

1.184

1.164

1.219

1.191

fRPD

RPD

4124

3997

3876

3757

4335

4200

4892

4724

4421

4280

5046

4871

RPD

CV

3510

3470

3310

3270

3680

3630

4050

3990

3740

3690

4150

4100

CV

fRPD

1.175

1.152

1.171

1.149

1.178

1.157

1.208

1.184

1.182

1.160

1.216

1.188

fRPD

RPD

5067

5456

4781

5152

5339

5747

6013

6455

5440

5854

6211

6660

RPD

CV

4320

4740

4090

4480

4540

4980

4990

5480

4610

5060

5120

5620

CV

fRPD

1.173

1.151

1.169

1.150

1.176

1.154

1.205

1.178

1.180

1.157

1.213

1.185

fRPD

RPD

-

-

-

-

-

-

-

-

-

-

-

-

RPD

CV

-

-

-

-

-

-

-

-

-

-

-

-

CV

fRPD

-

-

-

-

-

-

-

-

-

-

-

-

fRPD

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

Rr

Er

SUC

400H

500H


630H

800H


1000H

1150H


1250H

1450H

1600H

1700H



2000H

2250H

2500H

3000H



SUC RH+10

Note: 1. 2. 3. 4.


RS-10

RS

RS+10

RE-10

RE [Units: kNm, kN]

Fender performance is subject to the tolerance of max 10% for Reaction Force and -10% for Energy Absorption. RPD is in accordance with PIANC for design performance with initial compression velocity of 0.15m/s. CV is in accordance with PIANC for compression test performance with slow-constant-velocity compression of 0.00133m/s. RPD factor, f RPD is an adjustment factor for CV performance to RPD. Where, RPD = f RPD x CV

-SOFTCOPY VERSION-

A p p e n d i x

24 Generic Performance Curve Performance Ratio for SUC Fender 110

100

90

80

) % ( 70 R , e c r 60 o F n o i t 50 c a e R

) % ( E , n 100 i o t p r o s 80 b A y g r 60 e n E

40

30

20

40

10

CV Reaction Force

RPD Reaction Force



20

0 0

5

10

15

20

25

30

35

40

45

Center Deflection, C i (%)

50

55


Angle Factor for Rated Energy, AF Angle (o)

0

3

5

6

7

8

10

12

15

20

Ci (%)

52.5

51.9

51.3

50.8

50.3

49.8

48.8

47.4

45.5

41.3

AF

1.000

0.977

0.950

0.936

0.922

0.910

0.883

0.880

0.801

0.652

Note: 1. Angular compression reduces fender energy performance at the rated maximum compression. 2. C i = Deflection on fender centerline.

FEA Model of Super Cell fender

-SOFTCOPY VERSION-

25



1.45

1.35

R1 1.30

R0 1.25

RH 1.20

F T , 1.15 r o t c a F 1.10 e r u t a r e 1.05 p m e T 1.00


RS RE

-15

-10

-5

0

5

10

15

20

25

30

35

40

45

50

55

0.95



0.85

Grade

Temperature (°C) -10

-5

0

5

10

15

20

23

30

35

40

45

50

R1

1.217

1.147

1.095

1.057

1.031

1.014

1.004

1.000

0.993

0.988

0.978

0.961

0.936

R1+10

1.227

1.156

1.102

1.062

1.035

1.016

1.005

1.000

0.992

0.985

0.976

0.959

0.935

R0-10

1.230

1.158

1.104

1.064

1.036

1.017

1.005

1.000

0.992

0.985

0.975

0.959

0.935

R0

1.242

1.169

1.113

1.071

1.041

1.020

1.006

1.000

0.990

0.982

0.972

0.956

0.933

R0+10

1.241

1.167

1.110

1.068

1.039

1.019

1.006

1.000

0.990

0.983

0.972

0.956

0.930

RH-10

1.240

1.165

1.108

1.066

1.037

1.018

1.005

1.000

0.991

0.983

0.973

0.955

0.929

RH

1.238

1.162

1.104

1.063

1.034

1.016

1.005

1.000

0.992

0.985

0.973

0.954

0.925

RH+10

1.277

1.194

1.130

1.082

1.048

1.024

1.007

1.000

0.986

0.975

0.961

0.940

0.909

RS-10

1.253

1.174

1.114

1.070

1.040

1.019

1.006

1.000

0.990

0.981

0.968

0.949

0.919

RS

1.298

1.212

1.144

1.093

1.055

1.028

1.009

1.000

0.983

0.970

0.954

0.932

0.900

RS+10

1.364

1.252

1.167

1.104

1.059

1.029

1.009

1.000

0.984

0.970

0.951

0.923

0.881

RE-10

1.307

1.217

1.147

1.094

1.056

1.028

1.009

1.000

0.983

0.970

0.954

0.931

0.897

RE

1.381

1.263

1.173

1.107

1.061

1.029

1.009

1.000

0.984

0.970

0.951

0.921

0.876

Velocity Factor for Rated Energy and Reaction, VF for SUC2000H Fenders




1.04

1.03

1.02

1.01 F T , r 1.00 o t c a F 0.99 y t i c o l e 0.98 V

0

50

100

150

200

250

300

350

Velocity (mm/s)


R1

0.97

R0

0.96

RH RS

0.95

RE


0.94

Note: 1. Velocity Factor is depending on the fender sizes and performance grades.

-SOFTCOPY VERSION-

A p p e n d i x

26 Velocity Factor For Rated Energy And Reaction For SUC Fender SUC400H Fender Grade


100

150

200

250

300

R1

0.953

0.985

1.000

1.014

1.023

1.032

R1+10

0.956

0.983

1.000

1.015

1.024

1.032

R0-10

0.953

0.983

1.000

1.016

1.024

1.033

R0

0.953

0.982

1.000

1.012

1.025

1.032

R0+10

0.953

0.984

1.000

1.012

1.024

1.032

RH-10

0.952

0.983

1.000

1.014

1.025

1.032

RH

0.954

0.982

1.000

1.014

1.025

1.032

RH+10

0.950

0.988

1.000

1.014

1.025

1.034

RS-10

0.951

0.982

1.000

1.014

1.025

1.034

RS

0.951

0.981

1.000

1.014

1.026

1.036

RS+10

0.942

0.977

1.000

1.017

1.030

1.042

RE-10

0.951

0.980

1.000

1.016

1.026

1.036

RE

0.940

0.976

1.000

1.017

1.032

1.042

SUC500H Fender Grade


100

150

200

250

300

R1

0.955

0.984

1.000

1.013

1.024

1.034

R1+10

0.956

0.982

1.000

1.012

1.024

1.033

R0-10

0.956

0.984

1.000

1.013

1.023

1.033

R0

0.954

0.983

1.000

1.013

1.024

1.032

R0+10

0.955

0.982

1.000

1.013

1.025

1.032

RH-10

0.954

0.983

1.000

1.014

1.024

1.033

RH

0.954

0.983

1.000

1.014

1.024

1.033

RH+10

0.952

0.982

1.000

1.013

1.026

1.034

RS-10

0.953

0.981

1.000

1.013

1.026

1.034

RS

0.950

0.982

1.000

1.014

1.025

1.034

RS+10

0.942

0.978

1.000

1.017

1.030

1.040

RE-10

0.950

0.980

1.000

1.014

1.025

1.035

RE

0.941

0.977

1.000

1.017

1.031

1.042



100

150

200

250

300

R1

0.956

0.984

1.000

1.013

1.023

1.032

R1+10

0.956

0.983

1.000

1.013

1.023

1.031

R0-10

0.956

0.983

1.000

1.013

1.023

1.031

R0

0.956

0.984

1.000

1.013

1.024

1.032

R0+10

0.955

0.983

1.000

1.013

1.024

1.033

RH-10

0.954

0.983

1.000

1.013

1.024

1.032

RH

0.954

0.982

1.000

1.014

1.024

1.033

RH+10

0.953

0.982

1.000

1.014

1.024

1.033

RS-10

0.953

0.983

1.000

1.013

1.024

1.033

RS

0.952

0.982

1.000

1.014

1.025

1.035

RS+10

0.943

0.978

1.000

1.016

1.029

1.040

RE-10

0.951

0.981

1.000

1.015

1.025

1.035

RE

0.942

0.978

1.000

1.018

1.031

1.042

-SOFTCOPY VERSION-

27



100

150

200

250

300

R1

0.957

0.984

1.000

1.013

1.022

1.031

R1+10

0.957

0.984

1.000

1.012

1.023

1.031

R0-10

0.957

0.983

1.000

1.013

1.023

1.031

R0

0.956

0.983

1.000

1.012

1.023

1.031

R0+10

0.956

0.983

1.000

1.013

1.023

1.032

RH-10

0.955

0.982

1.000

1.013

1.023

1.031

RH

0.955

0.983

1.000

1.014

1.024

1.032

RH+10

0.953

0.982

1.000

1.014

1.025

1.033

RS-10

0.954

0.983

1.000

1.014

1.024

1.033

RS

0.953

0.982

1.000

1.014

1.024

1.034

RS+10

0.945

0.979

1.000

1.017

1.029

1.040

RE-10

0.951

0.982

1.000

1.014

1.025

1.034

RE

0.942

0.978

1.000

1.017

1.030

1.041



100

150

200

250

300

R1

0.958

0.984

1.000

1.012

1.022

1.030

R1+10

0.958

0.984

1.000

1.013

1.022

1.030

R0-10

0.958

0.984

1.000

1.013

1.022

1.030

R0

0.957

0.984

1.000

1.013

1.022

1.031

R0+10

0.957

0.984

1.000

1.013

1.022

1.031

RH-10

0.956

0.983

1.000

1.013

1.023

1.031

RH

0.955

0.983

1.000

1.013

1.023

1.032

RH+10

0.095

0.982

1.000

1.014

1.024

1.032

RS-10

0.955

0.983

1.000

1.014

1.024

1.032

RS

0.953

0.982

1.000

1.014

1.025

1.033

RS+10

0.945

0.979

1.000

1.016

1.029

1.039

RE-10

0.952

0.982

1.000

1.014

1.025

1.034

RE

0.943

0.978

1.000

1.017

1.030

1.041










100

150

200

250

300

R1

0.959

0.984

1.000

1.012

1.022

1.029

R1+10

0.959

0.984

1.000

1.012

1.022

1.030

R0-10

0.959

0.984

1.000

1.013

1.022

1.030

R0

0.958

0.984

1.000

1.013

1.023

1.031

R0+10

0.957

0.983

1.000

1.012

1.023

1.031

RH-10

0.957

0.984

1.000

1.013

1.023

1.031

RH

0.955

0.983

1.000

1.013

1.023

1.032

RH+10

0.954

0.982

1.000

1.013

1.024

1.033

RS-10

0.955

0.983

1.000

1.013

1.023

1.032

RS

0.953

0.982

1.000

1.013

1.024

1.033

RS+10

0.946

0.979

1.000

1.016

1.028

1.038

RE-10

0.953

0.982

1.000

1.014

1.025

1.034

RE

0.944

0.978

1.000

1.016

1.030

1.040

-SOFTCOPY VERSION-



A p p e n d i x

28



100

150

200

250

300

R1

0.959

0.984

1.000

1.012

1.022

1.030

R1+10

0.959

0.984

1.000

1.012

1.022

1.030

R0-10

0.959

0.985

1.000

1.013

1.022

1.030

R0

0.958

0.984

1.000

1.012

1.022

1.031

R0+10

0.957

0.984

1.000

1.013

1.022

1.031

RH-10

0.956

0.983

1.000

1.012

1.023

1.031

RH

0.956

0.983

1.000

1.013

1.023

1.031

RH+10

0.954

0.982

1.000

1.013

1.024

1.032

RS-10

0.955

0.983

1.000

1.013

1.023

1.032

RS

0.954

0.982

1.000

1.014

1.024

1.032

RS+10

0.946

0.979

1.000

1.016

1.028

1.380

RE-10

0.952

0.982

1.000

1.014

1.025

1.033

RE

0.944

0.978

1.000

1.016

1.030

1.040



100

150

200

250

300

R1

0.960

0.984

1.000

1.012

1.022

1.029

R1+10

0.960

0.985

1.000

1.012

1.022

1.030

R0-10

0.959

0.984

1.000

1.012

1.021

1.030

R0

0.959

0.984

1.000

1.012

1.022

1.030

R0+10

0.958

0.984

1.000

1.013

1.023

1.031

RH-10

0.957

0.984

1.000

1.013

1.023

1.031

RH

0.956

0.983

1.000

1.013

1.023

1.031

RH+10

0.955

0.983

1.000

1.013

1.024

1.032

RS-10

0.955

0.983

1.000

1.013

1.023

1.032

RS

0.954

0.983

1.000

1.014

1.024

1.032

RS+10

0.947

0.980

1.000

1.016

1.028

1.038

RE-10

0.953

0.982

1.000

1.014

1.025

1.034

RE

0.945

0.979

1.000

1.016

1.029

1.040



100

150

200

250

300

R1

0.961

0.985

1.000

1.012

1.021

1.029

R1+10

0.960

0.985

1.000

1.012

1.022

1.029

R0-10

0.960

0.985

1.000

1.012

1.022

1.030

R0

0.959

0.984

1.000

1.012

1.022

1.029

R0+10

0.958

0.984

1.000

1.013

1.023

1.030

RH-10

0.957

0.984

1.000

1.012

1.023

1.030

RH

0.956

0.983

1.000

1.013

1.023

1.031

RH+10

0.956

0.983

1.000

1.013

1.024

1.032

RS-10

0.956

0.983

1.000

1.013

1.023

1.031

RS

0.955

0.983

1.000

1.014

1.024

1.032

RS+10

0.947

0.980

1.000

1.016

1.028

1.038

RE-10

0.953

0.982

1.000

1.014

1.024

1.033

RE

0.945

0.979

1.000

1.017

1.029

1.040

-SOFTCOPY VERSION-

29



100

150

200

250

300

R1

0.961

0.985

1.000

1.012

1.022

1.029

R1+10

0.960

0.985

1.000

1.012

1.021

1.029

R0-10

0.960

0.985

1.000

1.012

1.022

1.029

R0

0.959

0.984

1.000

1.012

1.022

1.029

R0+10

0.958

0.984

1.000

1.012

1.022

1.030

RH-10

0.958

0.984

1.000

1.012

1.022

1.030

RH

0.956

0.983

1.000

1.013

1.023

1.031

RH+10

0.956

0.983

1.000

1.013

1.024

1.032

RS-10

0.956

0.983

1.000

1.013

1.023

1.031

RS

0.955

0.982

1.000

1.013

1.023

1.032

RS+10

0.947

0.979

1.000

1.015

1.028

1.037

RE-10

0.953

0.982

1.000

1.013

1.024

1.033

RE

0.945

0.979

1.000

1.016

1.029

1.039



100

150

200

250

300

R1

0.961

0.985

1.000

1.011

1.021

1.028

R1+10

0.961

0.985

1.000

1.012

1.021

1.029

R0-10

0.960

0.985

1.000

1.011

1.021

1.028

R0

0.960

0.985

1.000

1.012

1.021

1.029

R0+10

0.959

0.984

1.000

1.012

1.022

1.030

RH-10

0.958

0.984

1.000

1.012

1.022

1.030

RH

0.957

0.983

1.000

1.012

1.022

1.030

RH+10

0.956

0.983

1.000

1.013

1.023

1.032

RS-10

0.957

0.983

1.000

1.013

1.023

1.031

RS

0.955

0.983

1.000

1.013

1.023

1.032

RS+10

0.948

0.980

1.000

1.015

1.027

1.037

RE-10

0.954

0.982

1.000

1.014

1.024

1.033

RE

0.946

0.979

1.000

1.016

1.028

1.038










100

150

200

250

300

R1

0.962

0.985

1.000

1.012

1.020

1.028

R1+10

0.961

0.985

1.000

1.012

1.021

1.028

R0-10

0.961

0.985

1.000

1.012

1.021

1.029

R0

0.960

0.985

1.000

1.012

1.021

1.029

R0+10

0.960

0.985

1.000

1.031

1.022

1.029

RH-10

0.959

0.985

1.000

1.013

1.022

1.030

RH

0.958

0.984

1.000

1.013

1.023

1.030

RH+10

0.956

0.983

1.000

1.013

1.023

1.031

RS-10

0.958

0.984

1.000

1.013

1.023

1.031

RS

0.956

0.983

1.000

1.013

1.023

1.032

RS+10

0.948

0.980

1.000

1.015

1.027

1.037

RE-10

0.955

0.983

1.000

1.013

1.024

1.033

RE

0.946

0.979

1.000

1.016

1.028

1.038

-SOFTCOPY VERSION-



A p p e n d i x

30



100

150

200

250

300

R1

0.962

0.985

1.000

1.011

1.020

1.027

R1+10

0.961

0.985

1.000

1.011

1.021

1.028

R0-10

0.961

0.985

1.000

1.012

1.021

1.028

R0

0.961

0.985

1.000

1.012

1.021

1.028

R0+10

0.960

0.984

1.000

1.012

1.021

1.029

RH-10

0.959

0.985

1.000

1.012

1.022

1.030

RH

0.958

0.984

1.000

1.013

1.022

1.030

RH+10

0.957

0.984

1.000

1.013

1.023

1.031

RS-10

0.958

0.984

1.000

1.013

1.023

1.031

RS

0.956

0.983

1.000

1.013

1.023

1.032

RS+10

0.949

0.981

1.000

1.015

1.027

1.037

RE-10

0.955

0.983

1.000

1.013

1.024

1.032

RE

0.947

0.980

1.000

1.016

1.028

1.038



100

150

200

250

300

R1

0.963

0.986

1.000

1.011

1.020

1.027

R1+10

0.962

0.986

1.000

1.011

1.020

1.027

R0-10

0.962

0.985

1.000

1.011

1.020

1.027

R0

0.962

0.985

1.000

1.012

1.021

1.028

R0+10

0.960

0.985

1.000

1.012

1.021

1.029

RH-10

0.959

0.984

1.000

1.012

1.021

1.029

RH

0.958

0.984

1.000

1.012

1.022

1.030

RH+10

-

-

-

-

-

-

RS-10

-

-

-

-

-

-

RS

-

-

-

-

-

-

RS+10

-

-

-

-

-

-

RE-10

-

-

-

-

-

-

RE

-

-

-

-

-

-

-SOFTCOPY VERSION-

31


Super Cell Fender Dimensions T

Detail View

N - Ød



Typical Size A Ø . D . D C . Ø P

T

t D y L n i a g h A t r c D h u ( D t y A )

For SUC3000H

H

Detail View

d (performance grade dependent)

T

Approx. Mass (kg)

30

17

75

28

28

18

100

4

28

30

25

210

900

6

28

30

30

405

1300

1100

6

35

39

35

765

1150

1500

1300

6

40

44

37

1155

SUC1250H

1250

1650

1450

6

39

44

40

1495

SUC1450H

1450

1850

1650

6

47

53

42

2165

SUC1600H

1600

2000

1800

8

46

53

45

2885

SUC1700H

1700

2100

1900

8

46

52

50

3495

SUC2000H

2000

2200

2000

8

53

58

50

4835

SUC2250H

2250

2550

2300

10

60

66

57

7180

SUC2500H

2500

2950

2700

10

60

68

75

10500

3350

3150

SUC3000H

3000

12

70

-

Fender Size

H

SUC400H

400

650

550

4

30

SUC500H

500

650

550

4

SUC630H

630

840

700

SUC800H

800

1050

SUC1000H

1000

SUC1150H

D

A

N R1

3500

R0

RH

RS

RE

100

3250

17100 (t = 75)

Note: 1. All units in mm unless otherwise stated. 2. d = bolt hole size in fender mounting flanges






-SOFTCOPY VERSION-

A p p e n d i x

32 Super Cell Fender Fixing Bolt Locations CASE - 1

N - Md

A . D .Ø P. C

. Ø A P. C. D

A . Ø D . P. C

A .D .Ø C P.

1 P

A Ø . D C . P .

1 3 P P

1 P 3 P

P 1 P2

CASE - 2

P2

P2

P2

P4

P4

1 P 3 P

N - Md

Ø A . D. C . P

Ø A . D. C . P

P1

A Ø . D . C P.

2 P

P1

A . D .Ø P. C 2 P

P1

P3

P3

SUC400H ~

SUC800H ~

SUC1600H ~

SUC2250H ~

SUC1450H

SUC2000H

d (performance grade dependent)

Fender Size

N

SUC400H

4

M22

SUC500H

4

SUC630H

2 P 4 P

P1

P1

P3

SUC630H

A .Ø D . P. C

2 4 P P

P5

SUC2500H

SUC3000H

A

P1

P2

P3

P4

P5

M22

550

389

-

-

-

-

M22

M22

550

389

-

-

-

-

4

M22

M24

700

495

-

-

-

-

SUC800H

6

M22

M24

900

450

779

-

-

-

SUC1000H

6

M27

M30

1100

550

953

-

-

-

SUC1150H

6

M30

M36

1300

650

1126

-

-

-

SUC1250H

6

M30

M36

1450

725

1256

-

-

-

SUC1450H

6

M36

M42

1650

825

1429

-

-

-

SUC1600H

8

M36

M42

1800

689

1273

1663

-

-

SUC1700H

8

M36

M42

1900

727

1344

1755

-

-

SUC2000H

8

M42

M48

2000

765

1414

1848

-

-

SUC2250H

10

M48

M56

2300

711

1352

1861

2187

-

SUC2500H

10

M48

M56

2700

834

1587

2184

2568

-

3150

815

1575

2227

2728

3043

SUC3000H

12

M56

3250

841

1625

2298

2815

3139

R1

R0

RH

RS

RE

Note: 1. All units are in mm unless otherwise stated. 2. Case 2 bolt pattern requires less concrete height if compared to case 1 bolt pattern. Case 1 bolt pattern requires less concrete width if compared to case 2 bolt pattern. 3. Md = fender fixing and frame fixing bolt size

-SOFTCOPY VERSION-

Super Cell Fender

-SOFTCOPY VERSION-

34 DYNA ARCH FENDER (DA)

Dyna Arch Fender was first introduced in 1984. This V shape fender offers higher performance than the prior Bridgestone V-Type fenders including Super M and Super Arch Fenders. Dyna Arch Fenders are particularly suitable for small harbour and applications where vessel projections are encountered during berthing. Its unique application utilizes both the assembly of frontal pads and frontal frame. The Dyna Arch Fenders are available in three (3) types to enable a port owner or engineer to make the most suitable selection. 1) 2) 3)

Without frontal pads With frontal pads and frontal frame With frontal pads bonded to the fender

(Type A or known as DA-A Fender) (Type B or known as DA-B Fender) (Type S or known as DA-S Fender)

FEATURES OF DYNA ARCH FENDER • • • • •

High energy absorption with relatively low reaction force High durability as the internal stresses are dispersed throughout the fender body Wide selection of sizes, length and energy capacities Proven supply records of more than 20 years Ease of installation

-SOFTCOPY VERSION-

35


DYNA ARCH TYPE A FENDER (DA-A) • • •


Rubber face The shape of Dyna Arch Fender has been optimized using FEM design analysis Internal stresses are dispersed throughout the fender body



DA-A

DYNA ARCH TYPE B FENDER (DA-B) • • •

UHMW pad face mounted on a steel plate or steel frame Variable frontal frame sizes to meet the allowable pressure requirement Reduce friction imposed on the hull body

Frame

Steel Plate

Frame

P-Type

I-Type

P-Type DA-B • Fenders designed with frontal pads

F-Type DA-B • Fenders designed with frontal pads and

intermediate frame

frontal frame

UHMW pad face directly bonded to the rubber fender Superior bonding between the pad (UHMW) and the rubber body Reduce friction imposed on the hull body Use of the entire pad thickness


F-Type

I-Type DA-B • Fenders designed with frontal pads and

DYNA ARCH TYPE S FENDER (DA-S) • • • •

Pad

Pad

Pad




Pad M V a e r i r n i fi e c F a e t i n o n d e r

DA-S -SOFTCOPY VERSION-

A p p e n d i x

36 Rated Performance Data (RPD) & Slow-Constant-Velocity Compression Test Performance DA-A Fender M3 DA-A

250H

300H

400H

500H

600H

800H

1000H

DA-A

M2

M1

ME DA-A

Rr

Er

Rr

Er

Rr

Er

Rr

Er

RPD

168

17.4

200

20.7

244

25.3

323

33.4

RPD

CV

143

15.1

169

17.8

204

21.5

267

28.0

CV

fRPD

1.178

1.155

1.183

1.164

1.198

1.177

1.211

1.194

fRPD

RPD

202

25.1

238

29.6

293

36.4

387

48.0

RPD

CV

172

21.7

202

25.5

245

30.9

320

40.3

CV

fRPD

1.173

1.156

1.180

1.162

1.195

1.177

1.208

1.191

fRPD

RPD

268

44.5

317

52.6

389

64.5

514

85.0

RPD

CV

230

38.6

270

45.4

327

54.9

427

71.7

CV

fRPD

1.167

1.153

1.174

1.158

1.191

1.175

1.203

1.186

fRPD

RPD

332

68.9

394

81.7

484

100

641

133

RPD

CV

286

60.2

337

70.9

408

85.7

534

112

CV

fRPD

1.162

1.145

1.170

1.153

1.187

1.171

1.200

1.184

fRPD

RPD

398

99.1

472

118

580

144

766

190

RPD

CV

344

86.8

405

102

490

124

640

161

CV

fRPD

1.157

1.142

1.166

1.152

1.184

1.164

1.197

1.182

fRPD

RPD

528

175

626

208

770

255

1017

337

RPD

CV

459

154

540

181

653

220

853

286

CV

fRPD

1.151

1.139

1.160

1.149

1.179

1.161

1.192

1.178

fRPD

RPD

658

273

780

324

960

398

1271

526

RPD

CV

574

241

675

284

816

343

1070

448

CV

fRPD

1.146

1.133

1.156

1.140

1.176

1.160

1.188

1.175

fRPD

Rr

Er

Rr

Er

Rr

Er

Rr

Er

M3

M2

M1

ME

250H

300H

400H

500H

600H

800H

1000H

DA-A [Units: kNm, kN]

Note: 1. 2. 3. 4. 5.

Fender performance is subject to the tolerance of max 10% for Reaction Force and -10% for Energy Absorption. Fender performance is on per meter length basis. RPD is in accordance with PIANC for design performance with initial compression velocity of 0.15m/s. CV is in accordance with PIANC for compression test performance with slow-constant-velocity compression of 0.00133m/s. RPD factor, f RPD is an adjustment factor for CV performance to RPD. Where, RPD = f RPD x CV

-SOFTCOPY VERSION-

37


Rated Performance Data (RPD) & Slow-Constant-Velocity Compression Test Performance F e S n d u p e e r r ( S C U e C l l )

DA-B / DA-S Fender M3 DA-B / DA-S

250H

300H

400H

500H

600H

800H

1000H

DA-B / DA-S

M2

M1

ME DA-B / DA-S

Rr

Er

Rr

Er

Rr

Er

Rr

Er

RPD

167

15.6

199

18.5

243

22.6

321

29.9

RPD

CV

143

13.4

169

15.9

204

19.2

267

25.0

CV

fRPD

1.170

1.164

1.176

1.164

1.191

1.177

1.203

1.195

fRPD

RPD

201

22.4

237

26.5

291

32.5

384

42.9

RPD

CV

172

19.4

202

22.9

245

27.7

320

36.1

CV

fRPD

1.166

1.156

1.173

1.156

1.188

1.174

1.200

1.188

fRPD

RPD

267

39.8

315

47.0

387

57.6

511

76.0

RPD

CV

230

34.5

270

40.6

327

49.1

427

64.2

CV

fRPD

1.160

1.153

1.167

1.157

1.183

1.174

1.196

1.184

fRPD

RPD

330

61.6

392

73.0

481

89.7

637

119

RPD

CV

286

54

337

63.5

408

76.7

534

100

CV

fRPD

1.155

1.140

1.163

1.150

1.180

1.169

1.192

1.185

fRPD

RPD

396

88.5

469

105

577

129

761

170

RPD

CV

344

77.6

405

91.3

490

111

640

144

CV

fRPD

1.151

1.141

1.159

1.150

1.177

1.161

1.189

1.180

fRPD

RPD

525

157

623

186

766

228

1010

301

RPD

CV

459

138

540

163

653

196

853

257

CV

fRPD

1.144

1.136

1.154

1.140

1.173

1.164

1.184

1.171

fRPD

RPD

654

244

776

289

954

356

1264

470

RPD

CV

574

216

675

254

816

307

1070

401

CV

fRPD

1.140

1.130

1.150

1.139

1.169

1.158

1.181

1.173

fRPD

Rr

Er

Er

Rr

Er

Rr

Er

M3

Rr M2

M1

ME

250H

300H

400H

500H

600H

800H

1000H

DA-B / DA-S





[Units: kNm, kN] Note: 1. 2. 3. 4. 5.




FEA Model for Dyna Arch Fender

-SOFTCOPY VERSION-


A p p e n d i x

38 Generic Performance Curve for DA-A Fender Performance Ratio for DA-A Fender 110

100

90

80

) 70 % ( R , e 60 c r o F n 50 o i t c a e R 40

) % ( E , n o i t p 100 r o s b A y 80 g r e n E

30

60

20

40

CV Reaction Force

RPD Reaction Force



10

20

0

0 0

5

10

15

20

25

30

35

40

45


50

55


Generic Performance Curve for DA-B/DA-S Fender Performance Ratio for DA-B / DA-S Fender 110

100

90

80

) 70 % ( R , e 60 c r o F n 50 o i t c a e R 40


30

60

20

40

10

CV Reaction Force

RPD Reaction Force



20

0 0

5

10

15

20

25

30


-SOFTCOPY VERSION-

35

40

45

50

55


39



1.35

M3

1.30

1.25

M2 1.20

F T , r o 1.15 t c a F 1.10 e r u t a r 1.05 e p m e T 1.00

M1 F e D n y d n e a r A ( r D c A h )

ME

-15

-10

-5

0

5

10

15

20

25

30

35

40

45

50

55

0.95



0.85

Grade


-5

0

5

10

15

20

23

30

35

40

45

50

M3

1.205

1.136

1.085

1.049

1.025

1.011

1.003

1.000

0.995

0.990

0.981

0.964

0.937

M2

1.230

1.158

1.104

1.064

1.036

1.017

1.005

1.000

0.991

0.985

0.975

0.959

0.934

M1

1.277

1.198

1.135

1.088

1.052

1.026

1.008

1.000

0.985

0.974

0.962

0.945

0.921

ME

1.308

1.218

1.148

1.095

1.056

1.029

1.009

1.000

0.982

0.968

0.950

0.925

0.890


Velocity Factor for Rated Energy and Reaction, VF for DA500H Fenders T h F e e n A d c e c r e S s y s s o r t i e e m s O f

1.04

1.03

1.02

1.01 F T , r o t 1.00 c a F y t i c 0.99 o l e V

0

50

100

150

200

250

300

350

Velocity (mm/s)

M3

0.98

M2 0.97


M1 0.96

ME 0.95




-SOFTCOPY VERSION-

A p p e n d i x

40 Velocity Factor Rated Energy And Reaction For DA Fender DA250H Fender Grade


100

150

200

250

300

M3

0.951

0.981

1.000

1.015

1.026

1.034

M2

0.954

0.981

1.000

1.014

1.024

1.034

M1

0.951

0.981

1.000

1.013

1.024

1.033

ME

0.949

0.980

1.000

1.015

1.026

1.036

DA300H Fender Grade


100

150

200

250

300

M3

0.955

0.983

1.000

1.014

1.025

1.034

M2

0.954

0.982

1.000

1.013

1.024

1.034

M1

0.953

0.982

1.000

1.015

1.025

1.035

ME

0.949

0.981

1.000

1.015

1.026

1.036

DA400H Fender Grade


100

150

200

250

300

M3

0.952

0.982

1.000

1.014

1.024

1.033

M2

0.955

0.983

1.000

1.013

1.024

1.032

M1

0.952

0.982

1.000

1.014

1.024

1.033

ME

0.950

0.981

1.000

1.015

1.026

1.036

DA500H Fender Grade


100

150

200

250

300

M3

0.956

0.982

1.000

1.013

1.024

1.032

M2

0.956

0.982

1.000

1.013

1.024

1.032

M1

0.954

0.983

1.000

1.014

1.024

1.033

ME

0.951

0.981

1.000

1.014

1.026

1.035

DA600H Fender Grade


100

150

200

250

300

M3

0.957

0.984

1.000

1.013

1.023

1.032

M2

0.956

0.984

1.000

1.013

1.023

1.032

M1

0.954

0.982

1.000

1.013

1.024

1.033

ME

0.951

0.981

1.000

1.014

1.025

1.035

DA800H Fender Grade


100

150

200

250

300

M3

0.958

0.984

1.000

1.012

1.023

1.031

M2

0.958

0.984

1.000

1.013

1.023

1.031

M1

0.955

0.983

1.000

1.013

1.024

1.032

ME

0.952

0.982

1.000

1.014

1.025

1.034

DA1000H Fender Grade


100

150

200

250

300

M3

0.960

0.984

1.000

1.012

1.022

1.030

M2

0.959

0.984

1.000

1.012

1.022

1.030

M1

0.955

0.983

1.000

1.013

1.023

1.031

ME

0.953

0.982

1.000

1.014

1.025

1.034

-SOFTCOPY VERSION-

41


Dyna Arch A Type (DA-A) Fender Dimension F e S n d u p e e r r ( S C U e C l l )

Detail View

2k

f

T

e

k

t

A

2

W


1

W F H

DA-A


Detail View

DA-A

Fender Size

H

A

W1

W2

F

e

k (performance grade dependant)

f M3

M2

M1

T

t

ME

Approx. Mass (kg/m)

250H

250

410

187.5

500

162.5

90

125

26

28

32

27.5

24

90

300H

300

490

225

600

195

105

140

28

31

35

33

26

125

400H

400

670

300

800

260

120

165

32

35

41

40

30

215

500H

500

840

375

1000

325

140

180

35

41

47

45

33

340

600H

600

1010

450

1200

390

160

195

35

41

50

54

36

500

800H

800

1340

600

1600

520

260

270

47

53

68

72

48

895

1000H

1000

1680

750

2000

650

300

290

49

55

68

90

52

1430

Note: 1. All units in mm unless otherwise stated. 2. The approximate mass of fender is based on both ends tapered






-SOFTCOPY VERSION-

A p p e n d i x

42 Dyna Arch B Type (DA-B) Fender Dimension

2k

Detail View

f

T

e

k

L1 c1

t

N - Mi

A

n1 x p1

2

W

1

S W

c1

F

DA-B

H

Detail View

DA-B

Fender Size

H

A

W1

W2

F

e


f M3

M2

M1

T

t

S

Mi

ME

Approx. Mass (kg/m)

250H

250

410

187.5

500

162.5

90

125

26

28

32

27.5

24

125

M20

105

300H

300

490

225

60 0

195

105

140

28

31

35

33

26

150

M22

145

400H

400

670

300

80 0

260

120

165

32

35

41

40

30

180

M24

240

500H

500

840

375

1000

325

140

180

35

41

47

45

33

250

M27

360

600H

600

1010

450

1200

390

160

195

35

41

50

54

36

300

M30

520

800H

800

1340

600

1600

520

260

270

47

53

68

72

48

440

M36

885

1000H

1000

1680

750

2000

650

300

290

49

55

68

90

52

560

M42

1350

Note: 1. All units in mm unless otherwise stated. 2. The approximate mass of fender is based on both ends straight. 3. Mi = bolt diameter for mounting UHMW pads or frontal frame

Dyna Arch B Type (DA-B) Frame Fixings Pitches Fender Length, L1

Dyna Arch Fender (Type B)

1000

1500

2000

2500

N

8

12

16

c1

125

p1

250

n1

3

5

7

-SOFTCOPY VERSION-

3000

3500

20

24

28

9

11

13

43


Dyna Arch S Type (DA-S) Fender Dimension F e S n d u p e e r r ( S C U e C l l )

Detail View

2k

f T

e

k

PAD

A

W

t

U


1

W F

DA-S

H


Detail View

DA-S

Fender Size

H

A

W1

W2

F

e


f M3

M2

M1

T

t

U

ME

Approx. Mass (kg/m)

250H

250

410

187.5

500

162.5

90

125

26

28

32

27.5

24

20

85

300H

300

490

225

600

195

105

140

28

31

35

33

26

20

120

400H

400

670

300

800

260

120

165

32

35

41

40

30

30

200

500H

500

840

375

1000

325

140

180

35

41

47

45

33

30

305

600H

600

1010

450

1200

390

160

195

35

41

50

54

36

30

445

800H

800

1340

600

1600

520

260

270

47

53

68

72

48

30

760

1000H

1000

1680

750

2000

650

300

290

49

55

68

90

52

30

1170

Note: 1. All units in mm unless otherwise stated. 2. The approximate mass of fender is based on both ends straight.






-SOFTCOPY VERSION-

A p p e n d i x

44 DYNA ARCH FENDER FIXING BOLT LOCATIONS Both Ends Tapered L1

C

C

nxP L2 Both Ends Tapered

L1=1000

L1=1500

L1=2000

L1=2500

L1=3000

L1=3500

N=4 n=1

N=6 n=2

N=8 n=3

N=8 n=3

N = 10 n=4

N = 12 n=5

Dyna Arch Fender

Size

Md (performance grade dependant) M3

M2

M1

C

P

C

P

C

P

C

P

C

P

C

P

ME

250H

M22

M24

M27

130

865

132.5

680

132.5

620

-

-

-

-

-

-

300H

M24

M27

M30

140

870

140

685

137.5

625

140

790

145

715

140

674

400H

M27

M30

M36

150

900

150

700

147.5

635

150

800

150

725

150

680

500H

M30

M36

M42

160

930

160

715

157.5

645

160

810

165

730

160

686

600H

M30

M36

M48

170

960

170

730

167.5

655

170

820

170

740

170

692

800H

M42

M48

M64

180

1040

180

770

180

680

182.5

845

180

760

-

-

1000H

M42

M48

M64

200

1100

200

800

200

700

-

-

-

-

-

-

Note: 1. All units in mm unless otherwise stated. 2. Dyna Arch fender base length L 2 = 2 x C + n x P, where n = number of pitch/pitches 3. “N” denotes number of bolts required. 4. Non-standard length, profiles and bolting patterns are available upon request. 5. Md = fender fixing bolt diameter

-SOFTCOPY VERSION-

45



One End Tapered L1

N - Md


C

C

nxP L2

One End Tapered

L1=1000

L1=1500

L1=2000

L1=2500

L1=3000

L1=3500

N=4 n=1

N=6 n=2

N=8 n=3

N=8 n=3

N = 10 n=4

N = 12 n=5

Dyna Arch Fender

Size


M2

M1

C

P

C

P

C

P

C

P

C

P

C

P

ME

250H

M22

M24

M27

131.25

800

131.25

650

131.25

600

-

-

-

-

-

-

300H

M24

M27

M30

140

795

142.5

645

137.5

600

140

765

137.5

700

137.5

660

400H

M27

M30

M36

150

800

150

650

150

600

152.5

765

150

700

150

660

500H

M30

M36

M42

160

805

162.5

650

162.5

600

157.5

770

162.5

700

162.5

660

600H

M30

M36

M48

170

810

170

655

167.5

605

170

770

165

705

170

662

800H

M42

M48

M64

180

840

180

670

177.5

615

180

780

180

710

-

-

1000H

M42

M48

M64

200

850

200

675

202.5

615

-

-

-

-

-

-








-SOFTCOPY VERSION-

A p p e n d i x

46

Both Ends Straight L1

C

C

nxP L2 Both Ends Straight

L1=1000

L1=1500

L1=2000

L1=2500

L1=3000

L1=3500

N=4 n=1

N=6 n=2

N=8 n=3

N=8 n=3

N = 10 n=4

N = 12 n=5

Dyna Arch Fender

Size


M2

M1

C

P

C

P

C

P

C

P

C

P

C

P

ME

250H

M22

M24

M27

130

740

130

620

130

580

-

-

-

-

-

-

300H

M24

M27

M30

140

720

140

610

137.5

575

140

740

140

680

137.5

645

400H

M27

M30

M36

150

700

150

600

152.5

565

147.5

735

150

675

150

640

500H

M30

M36

M42

160

680

160

590

160

560

162.5

725

160

670

162.5

635

600H

M30

M36

M48

170

660

170

580

167.5

555

170

720

170

665

170

632

800H

M42

M48

M64

180

640

180

570

182.5

545

177.5

715

180

660

-

-

1000H

M42

M48

M64

200

600

200

550

197.5

535

-

-

-

-

-

-


-SOFTCOPY VERSION-

Dyna Arch Fender

-SOFTCOPY VERSION-

48 LIGHT-DUTY DYNA ARCH (DA) The Light-Duty Dyna Arch is the latest development from Bridgestone. These fenders replace the original 150H and 200H Super Arch (SA) fenders. Light-Duty Dyna Arch has a more stable shape than its predecessor. This ensures higher durability which in turn helps the user to reduce long-term maintenance cost. Light-Duty Dyna Arch fenders are particularly suitable for lightweight applications such as accommodating smaller and lighter vessels. Replacement of existing 150H or 200H Super Arch fenders is straight forward as the original bolting pitch is maintained.

FEATURES OF LIGHT-DUTY DYNA ARCH FENDER • • • • • •

High energy absorption and low reaction force Convenient and high exibility for due to its smaller size Ideal for smaller wharf and light-duty application Superior fender shape developed through nite element analysis Highly durable as the internal stresses are dispersed throughout the fender body Ease of installation

Rated Performance Data (RPD) & Slow-Constant-Velocity Compression Test Performance Light-Duty Dyna Arch Fender (DA) R3

R2

R1

Light Duty DA

150H

200H

Light Duty DA Rr

Er

Rr

Er

Rr

Er

RPD

97.2

4.99

130

6.69

152

7.81

RPD

CV

82.6

4.26

110

5.68

127

6.53

CV

fRPD

1.177

1.171

1.182

1.178

1.197

1.196

fRPD

RPD

129

8.81

173

11.9

202

13.8

RPD

CV

110

7.57

147

10.1

169

11.6

CV

fRPD

1.169

1.164

1.179

1.175

1.195

1.191

fRPD

Rr

Er

Rr

Er

Rr

Er

Light Duty DA

Note: 1. 2. 3. 4. 5.

150H

200H

Light Duty DA R3

R2

R1 [Units: kNm, kN]


-SOFTCOPY VERSION-

49


Light-Duty Dyna Arch Fender Generic Performance Curve F e S n d u p e e r r ( S C U e C l l )

Performance Ratio for DA-A Fender 110

100

90

80

) 70 % ( R , e 60 c r o F n 50 o i t c a e R 40



30

60

20


40

CV Reaction Force

RPD Reaction Force



10

20

0

0 0

5

10

15

20

25

30

35

40


45

50

[Rated Deflection at 45%]


Temperature Factor for Rated Energy and Reaction, TF 1.35

R3

1.30

R2

1.25


R1 1.20

F T , r 1.15 o t c a F 1.10 e r u t a r e 1.05 p m e T 1.00 -15

-10

-5

0

5

10

15

20

25

30

35

40

45

50


55

0.95


0.85

Grade


-5

0

5

10

15

20

23

30

35

40

45

50

R3

1.192

1.125

1.076

1.049

1.020

1.008

1.002

1.000

0.997

0.993

0.984

0.966

0.938

R2

1.242

1.169

1.113

1.064

1.041

1.020

1.006

1.000

0.990

0.982

0.972

0.956

0.933

R1

1.288

1.205

1.140

1.088

1.054

1.027

1.009

1.000

0.984

0.972

0.958

0.938

0.911



-SOFTCOPY VERSION-

A p p e n d i x

50 Velocity Factor for Rated Energy and Reaction, VF for DA200H Fenders 1.04

1.03

1.02

1.01 F T , r o t 1.00 c a 0 F y t i 0.99 c o l e V

50

100

150

200

250

300

350

Velocity (mm/s)

0.98

0.97

R3 R2 R1

0.96

0.95


Velocity Factor For Rated Energy And Reaction For DA Fender DA150H Fender Grade


100

150

200

250

300

R3

0.951

0.981

1.000

1.013

1.025

1.034

R2

0.952

0.982

1.000

1.013

1.024

1.033

R1

0.951

0.982

1.000

1.014

1.024

1.035

DA200H Fender Grade


100

150

200

250

300

R3

0.952

0.982

1.000

1.014

1.026

1.036

R2

0.951

0.984

1.000

1.013

1.023

1.036

R1

0.948

0.982

1.000

1.014

1.027

1.035

-SOFTCOPY VERSION-

51


Light-Duty Dyna Arch Fender Dimensions F e S n d u p e e r r ( S C U e C l l )

Detail View

2k

f

T

e

k

t

A

2


1

W

W F H

DA-A


Detail View

DA-A

Approx. Mass (kg/m)

Fender Size

H

A

W1

W2

F

e

f

k

T

t

DA150H

150

240

98

300

96

55

95

25

22.5

19

36

DA200H

200

320

131

400

128

75

105

29

30

21

62


Light-Duty Dyna Arch Fender Fixing Bolt Locations L1=1000

L1=1500

L1=2000

L1=2500

L1=3000

L1=3500

N=4 n=1

N=6 n=2

N=8 n=3

N=8 n=3

N = 10 n=4

N = 12 n=5

Light Duty DA Size

Md

C

P

C

P

C

P

C

P

C

P

C

P

150H

M22

110

855

112.5

675

107.5

620

110

785

107.5

715

110

671

200H

M24

120

860

120

680

120

620

122.5

785

120

715

120

672

(A) Both Ends Tapered

(B) One End Tapered 110

110

120

810

120

655

117.5

605

120

770

121

702

122.5

661

150H

M22

110

780

110

640

107.5

595

110

760

110

695

112.5

655

200H

M24

120

760

120

630

122.5

585

122

752

120

690

122.5

651

107.5

705

110

M24

112

771

110

200H

109.5

606

112.5

M22

107.5

660

110

150H

107.5

820

107.5

664

(C) Both Ends Straight

Note: 1. 2. 3. 4. 5.

All units in mm unless otherwise stated. Super Arch fender base length L 2 = 2 x C + n x P, where n = number of pitch/pitches “N” denotes number of bolts required. Non-standard length, profiles and bolting patterns are available upon request. Md = fender fixing bolt diameter

-SOFTCOPY VERSION-





A p p e n d i x

52 SMALL CRAFT FENDERS

Although tires and timber are often used on smaller wharves, such fenders cannot withstand long years of use and regularly need replacement. In addition, damages to both the wharf structures and vessels berthing on wharfs installed with tires or timber are common. Therefore, the demand is increasing for fenders with higher impact absorption and wider area protection. Bridgestone is responding to this need by offering a full line of fenders and associated spare parts for small wharves. Small craft fenders offered by Bridgestone are as follows. 1) Cylindrical Fender (CY) 2) Super Turtle Fender (ST) 3) Turtle Fender (T) 4) Sealed Fender (S) 5) Super Arch Corner Fender (C-SA) 6) W Fender (W230) 7) Wharf Header Protector (HT) 8) Safety Rubber Ladder (SL)

FEATURES OF SMALL CRAFT FENDERS • • • •

Improved safety with a wide breadth to height ratio of fenders Better structure protection improved by greater surface contact area on the vessel Wide selection of sizes and energy capacities Ease of installation

-SOFTCOPY VERSION-

53


CYLINDRICAL FENDER (CY) F e S n d u p e e r r ( S C U e C l l )

(i) Chain and Bar Fitting

Shackle

U-Anchor


Cylindrical Fender Chain Steel Bar

(ii) Chain Fitting

Shackle



Cylindrical Fender

Chain


(iii) Ladder Fitting

Shackle


Chain

Cylindrical Fender Suspension



-SOFTCOPY VERSION-

A p p e n d i x

54 CYLINDRICAL FENDER DIMENSIONS

d D Ø Ø

L

Fender Size ØD x Ød (mm x mm)

Max. Length L (m)

Approx. Mass (kg/m)

Ø150 x Ø75

6.0

15

Ø200 x Ø100

6.0

27

Ø250 x Ø125

6.0

42

Ø300 x Ø150

6.0

60

Ø350 x Ø175

6.0

82

Ø400 x Ø200

6.0

107

Ø450 x Ø225

6.0

135

Ø500 x Ø250

6.0

167

Ø530 x Ø265

6.0

187

Ø550 x Ø275

6.0

202

Ø600 x Ø300

6.0

240

Ø650 x Ø325

4.0

282

Ø700 x Ø350

4.0

327

Ø750 x Ø375

4.0

375

Ø800 x Ø400

4.0

426

Ø900 x Ø450

4.0

540

Ø1000 x Ø500

4.0

666

Ø1100 x Ø550

2.0

806

Ø1200 x Ø600

2.0

959

Ø1300 x Ø650

2.0

1125

Ø1400 x Ø700

2.0

1305

Ø1500 x Ø750

2.0

1498

Ø1600 x Ø800

2.0

1704

Ø1700 x Ø850

2.0

1924

Ø1800 x Ø900

2.0

2157

Ø1900 x Ø950

2.0

2403

Ø2000 x Ø1000

2.0

2663

Note: 1. Flexible length available upon request. Kindly contact Bridgestone.

-SOFTCOPY VERSION-

55


PERFORMANCE DATA Fender Size ØD x Ød (mm x mm)

Reaction Force (kN)

Energy Absorption (kN-m)

Ø150 x Ø75

36.3

1.18

Ø200 x Ø100

49

2.16

Ø250 x Ø125

60.8

3.33

Ø300 x Ø150

72.6

4.71

Ø350 x Ø175

85.1

6.37

Ø400 x Ø200

97.1

8.43

Ø450 x Ø225

110

10.5

Ø500 x Ø250

122

12.7

Ø530 x Ø265

128

14.5

Ø550 x Ø275

134

15.7

Ø600 x Ø300

146

18.6

Ø650 x Ø325

158

22

Ø700 x Ø350

171

25.5

Ø750 x Ø375

182

29.2

Ø800 x Ø400

194

33.3

Ø900 x Ø450

219

42.2

Ø1000 x Ø500

243

52

Ø1100 x Ø550

268

63.7

Ø1200 x Ø600

292

75.5

Ø1300 x Ø650

316

88.3

Ø1400 x Ø700

340

103

Ø1500 x Ø750

365

119

Ø1600 x Ø800

389

133

Ø1700 x Ø850

414

150

Ø1800 x Ø900

437

168

Ø1900 x Ø950

462

188

Ø2000 x Ø1000

486

208

Note: 1. Performance values are for referencing purposes only and are not exact. 2. Performance is per meter length .









-SOFTCOPY VERSION-

A p p e n d i x

56 SUPER TURTLE FENDER (ST150H/ ST200H) The model was developed from the very popular Turtle model. Several improvements were made such as 32.5° upper section incline to avoid snagging and ribbed construction to improve dependability.

2

1

A W W

C1

C2

nxP

H

L

Fixing Bolt N - Md

PERFORMANCE AND DIMENSIONS Fender Size


H

A

W1

W2

L (m)

Approx. Mass (kg/m)

ST150H

6.07

150

375

195

435

1.0 to 3.5

48

ST200H

10.8

200

500

260

580

1.0 to 3.0

86

FIXING BOLT LOCATIONS Super Turtle Fender

L1=1000

L1=1500

L1=2000

L1=2500

L1=3000

L1=3500

N=6 n=2

N=6 n=2

N=8 n=3

N = 10 n=4

N = 10 n=4

N = 12 n=5

Size

Md

C1

C2

P

C1

C2

P

C1

C2

P

C1

C2

P

C1

C2

P

C1

C2

P

ST150H

M22

150

125

475

150

125

725

150

125

650

150

125

615

150

125

740

150

125

690

ST200H

M24

150

121

515

150

131

760

150

126

675

150

131

630

150

131

755

Note: 1. 2. 3. 4. 5. 6.

All units in mm unless otherwise stated. Fender performance is subject to the tolerance of max 10% for Reaction Force and -10% for Energy Absorption. “N” denotes number of bolts required. “n” denotes number of pitch/pitches. Fender performance is on per meter length basis. Md = fender fixing bolt diameter.

-SOFTCOPY VERSION-

-

-

57


TURTLE FENDER (T100H/ T130H) F e S n d u p e e r r ( S C U e C l l )

Turtle fenders have a low surface pressure, minimizing the docking impact of even a small vessel’s wharf contact.

2

A W C

1

W

C

nxP


H

L1

Fixing Bolt N - Md


L



H

A

W1

W2

L (m)

Approx. Mass (kg/m)

T100H

2.70

100

235

210

300

0.5 to 1.5

27

T130H

4.56

130

235

180

300

0.5 to 1.5

31


FIXING BOLT LOCATIONS L=500 Turtle Fender

Note: 1. 2. 3. 4. 5. 6. 7.

L=1000

N=4 n=1

L=1500

N=4 n=1

N=6 n=2

Size

Md

L1

C

P

L1

C

P

L1

C

P

T100H

M22 / M20 *

400

125

250

910

200

600

1420

300

450

T130H

M24

380

125

250

880

200

600

1380

300

450

All units in mm unless otherwise stated. Fender performance is subject to the tolerance of max 10% for Reaction Force and -10% for Energy Absorption. “N” denotes number of bolts required. “n” denotes number of pitch/pitches. Fender performance is on per meter length basis. Bolt size of M20 is used for T100H with 500mm length. Md = fender fixing bolt diameter.





-SOFTCOPY VERSION-

A p p e n d i x

58 SEAL FENDER (S100H/ S130H) Designed with a larger buffer area, minimize the docking impact of even FRP vessels.

2

1

A W W C

nxP

C

H

L

Fixing Bolt N - Md



H

A

W1

W2

L (m)

Approx. Mass (kg/m)

S100H

2.70

100

240

180

300

0.5 to 2.0

22

S130H

4.56

130

240

170

300

0.5 to 2.5

31

FIXING BOLT LOCATIONS Seal Fender

L=500

L=1000

L=1500

L=2000

L=2500

L=3000

N=4 n=1

N=4 n=1

N=6 n=2

N=8 n=3

N=8 n=3

N = 10 n=4

Size

Md

C

P

C

P

C

P

C

P

C

P

C

P

S100H

M22

110

330

110

830

110

665

110

610

111

776

111

707

S130H

M22

110

330

110

830

110

665

110

610

111

776

111

707

Note: 1. 2. 3. 4. 5. 6.

All units in mm unless otherwise stated. Fender performance is subject to the tolerance of max 10% for Reaction Force and -10% for Energy Absorption. “N” denotes number of bolts required. “n” denotes number of pitch/pitches. Fender performance is on per meter length basis Md = fender fixing bolt diameter.

-SOFTCOPY VERSION-

59


SUPER ARCH CORNER FENDER (C-SA) F e S n d u p e e r r ( S C U e C l l )

Super Arch corner fenders are used a s wharf corner protectors. The smallest sizes of 100H & 130H are designed without inner hollow section

C-SA100H/C-SA130H

C-SA150H~250H

2k


2k k

k 2

2

A W

A W

C

P L


C

P L

T

T t

L

t L

P

P

1

C

W C

Fixing Bolt N - Md


1

W

Fixing Bolt N - Md

H

H


Md

A

H

W1

W2

L

P

C

k


T

t

Approx. Mass (kg/m)

100H

M22

240

100

130

300

500

200

75

25

22.5

16.5

40

130H

M22

240

130

111

300

500

200

75

25

22.5

16.5

45

150H

M22

240

150

98

300

500

200

75

25

22.5

19.0

41

200H

M24

320

200

131

400

750

350

100

29

30.0

21.0

100

250H

M27

410

250

164

500

750

350

100

32

37.5

23.0

148

250H

M27

410

250

164

500

1000

550

150

32

37.5

23.0

183




Note: 1. All units in mm unless otherwise stated. 2. Md = fender fixing bolt diameter.

-SOFTCOPY VERSION-

A p p e n d i x

60 W FENDER (W230H) W fenders have a wide contact surface and provide low surface pressure, an innovation made with Dyna Slide technology and Bridgestone’s original W fenders that are widely supplied all across Japan. Combining a W200 fender and 30 mm thick UHMW-PE pads through well controlled vulcanization processes, the superior product of W230H was produced.

PERFORMANCE AND DIMENSIONS 40.0% (Rated Deflection) Fender Size

W230H

Reaction Force (kN)


H

W1

W2

T

U

L

Approx. Mass (kg/m)

107

6.71

230

600

24

24

30

2000

105

FIXING BOLT LOCATIONS

Note: 1. 2. 3. 4. 5. 6.

Fender Size

Md

N

k

A

C

n

P

W230H

M20

6

23

750

200

2

800

All units in mm unless otherwise stated. Fender performance is subject to the tolerance of max 10% for Reaction Force and -10% for Energy Absorption. “N” denotes number of bolts required. “n” denotes number of pitch/pitches. Fender performance is on per meter length basis Md = fender fixing bolt diameter.

FEA Model for W Fender -SOFTCOPY VERSION-

61


WHARF HEAD PROTECTOR (HT20H) F e S n d u p e e r r ( S C U e C l l )

Wharf head protector minimizes scraping damage to vessels and wharf heads caused by rising and falling tides.


FOR NEW CONSTRUCTION

FOR EXISTING CONCRETE

L

W1

2

2

H

L

W1

2

1

W W

1

H D y L n i a g h A t r c D h u ( D t y A )

1

W W ANCHOR M12

H1

H1

ANCHOR M12

DIMENSIONS Type of wharf

H1

New Construction

20

Existing Concrete

20

H2

W1

W2

t

22

100

102

0.5 to 1.8

-

100

102

0.5 to 1.0



Note: 1. All units in mm unless otherwise stated.




-SOFTCOPY VERSION-

A p p e n d i x

62 SAFETY RUBBER LADDER (SL150H/ SL200H/ SL250H) Provides an alternative to metal ladders.

N - Md

Step

ØS

300

m x 600

2

1

W W

300

300

H Anchor

L n x 300

150

150

DIMENSIONS Ladder Size

Md

H

W1

W2

S

SL150H

M22

150

650

800

30

SL200H

M24

200

650

850

30

SL250H

M27

250

700

950

30

L (m)

0.9 to 3.0

FIXING BOLT LOCATIONS L

n

Mounting Bolt Pitch

Nx2

900

3

300 + 300 + 300

2x2

1200

4

300 + 600 + 300

2x2

1500

5

300 + 600 + 300 + 300

3x2

1800

6

300 + 2x600 + 300

3x2

2100

7

300 + 600 + 300 + 600 + 300

4x2

2400

8

300 + 3x600 + 300

4x2

2700

9

300 + 2x600 +300 +600 + 300

5x2

3000

10

300 + 4x600 + 300

5x2

Note: 1. All units in mm unless otherwise stated. 2. Md = fender fixing bolt diameter.

-SOFTCOPY VERSION-

Small Craft Fenders

-SOFTCOPY VERSION-

64 THE ACCESSORIES OF FENDER SYSTEM The requirement of marine fender system accessories varies in accordance with the type of fenders and the design complexity. Bridgestone design of these accessories complies with stringent quality control procedures. The typical accessories assembly of Hyper Cell Fender is shown as follows. Tension Chain (If Necessary)

Hyper Cell Fender

Anchor Bolt

Shear Chain (Optional)

Steel Mount

U-Anchor

Weight Chain (If Necessary) Frontal Frame Anchor Bolt Frontal Pad

Pad Fixing Bolt

Note: 1. Chain and pad arrangement illustrated is typical, but will vary depending upon job site conditions. Bridgestone should be consulted for the final layout. 2. All colors shown are for identification purposes only. The actual offer may differ. Please consult Bridgestone for further information regarding the standard colors available.

MAJOR ACCESSORIES Accessory

Typical Functions

Anchor Bolt

Attaches the fender to the wharf or structure

Frame Fixing

Attaches the frontal frame to the fender

Frontal Frame

Protects the vessel hull by regulating the average contact pressure

Frontal Pad

Reduces the friction coefficient to protect the vessel hull

Shear Chain

Restrains shear deection of fenders (Optional)

Tension Chain

Restrains extension of fenders (If necessary)

Weight Chain

Supports the frontal frame weight (If necessary)

-SOFTCOPY VERSION-

65


FRONTAL FRAME Cell series fender systems (Hyper Cell or Super Cell) are typically designed with frontal frame. The frontal frame helps to reduce the concentrated load acting on the vessel hull by distributing the force across the at frame surface. The frontal frame size can be altered so that the average hull pressure does not exceed the allowable hull pressure requirements, effectively protecting the vessel hull. There are 2 types of frontal frame constructions, either open or closed. Closed frames are also sometimes known as boxed frames. Generally, the open type frontal frame facilitates the ease of checking of the internal structure whereas the closed type is relatively superior in corrosion protection. The frontal frame can be chamfered or cornered at the top, bottom or side edges, depending on the types of vessels and hull design considerations, the most typical being hull belting.




Open Frame:without back plate

Closed Frame:with back plate

Chamfered Frame

Protective Coating Protective coating is essential to safeguard the frontal frame performance under the corrosive marine conditions. An epoxy protective coating system is recommended in accordance with ISO 12944 (1), which complies with the expected durability of “High” under the seawater splash zone environment.

Typical Coating System Specification (2): Surface Preparation

: SSPC.SP10 / SIS SA 2.5

Primer Coat

: Organic Zinc Rich Primer --- 20 ~ 50 micron

Intermediate/ Top Coat

: High Build Solids Epoxy --- Min. 2 Coats

Total Dry Film Thickness

: Min. 450 micron

Colour

: Black

(1)

ISO 12944- Paints and varnishes — Corrosion protection of steel structures by protective paint systems Alternative to the stated coating system are available upon request and are subjected to evaluation

(2)

Cathodic Protection Sacrificial anodes (Zinc or Aluminium) can be installed on frames for additional corrosion protection. The number and weight of the anode is determined by the number of years of protection desired.






Please consult Bridgestone for the specification of anodes.

-SOFTCOPY VERSION-

A p p e n d i x

66 FRONTAL PAD AND FIXINGS The Ultra High Molecular Weight (UHMW) polyethylene pads are fixed to the face of the frontal frame to minimize surface friction when the frontal frame comes into contact with the vessel hull. There are 2 types of pads - at pads and corner pads, with size up to 1000 mm x 1000 mm depending on the orientation and size of the designed frontal frame. Typically, black or blue UHMW polyethylene pads are offered. The below are the typical properties of UHMW pads:

UHMW PE Pad Properties

Values

Specific weight

0.93-0.95

Hardness

Shore D 60-70

Tensile strength

Min. 15 N/mm2

Elongation

>50%

Friction coefficient

Max. 0.2

Izod Impact Strength

No break

Note: 1. The above pad properties are typical in standard product. Non-typical pad properties are available upon request.

Pads and fixings on the frontal frame

The Pad Fixings Bridgestone has an unique pad fixings design that improves on the conventional stud bolt design where the stud bolt is easily damaged during handling. The M16 fixing bolts are used to fix the frontal pads to the welded nuts on the faceplate of the frontal frame. The below shows the crosssectional view of pad fixings for both open and closed frontal frames.

Bolt

Welded Nut

Pad

Bolt

Face Plate

Open Type Pad Fixings

Welded Nut

Pad

Face Plate

Closed Type Pad Fixings

-SOFTCOPY VERSION-

67 ANCHORS AND FRAME FRAME FIXINGS Anchor Fixing Bridgestone marine fender systems can be easily installed regardless of wharf types: be it new or existing, a steel structure or a concrete structure. Typically, Typically, Bridgestone Super Bolts are used for new concrete structure and standard resin anchors are used for exis ting concrete structure. For new or existing st eel structure, conventional bolts are usually used. In the case of Super Bolts, the embedded portion will be cast into the concrete, providing a threading part (sleeves) in which the bolt is installed. For resin anchors, the bolt is secured to the concrete structure with the chemical resins acting as a bonding agent. The below diagrams provide an illustration on the fixing mechanism of Super Bolts and resin anchors.






Frame Fixing Frame fixings enable the frontal frame to be fixed on the fender body. Different types of fenders require different types of frame fixings and fixing arrangement. The below diagrams illustrate the frame fixings configurations for Super Cell (SUC) fenders and Hyper Cell (HC) fenders.





-SOFTCOPY VERSION-

A p p e n d i x

68 Typical Super Bolt Dimensions Y(HEX) SIZE

1 G

i

H

2 G

i

H

Y

G1

i

L

G2

Approx. Mass (kg)

M20

13

30

65

50

145

50

1.0

M22

14

34

65

50

165

55

1.4

M24

15

36

70

55

175

55

1.7

M27

17

41

75

60

200

60

2.4

M30

18.7

46

75

60

225

60

3.0

M36

22.5

55

85

70

270

70

5.2

M42

26

65

90

75

325

85

7.7

M48

30

75

120

95

360

95

11.1

M56

35

85

125

100

435

105

17.4

M64

40

95

130

105

475

115

24.1

Bolt Size (M)

Bolt

L

Anchor

Typical Resin Anchor Bolt and Nut Dimensions Y(HEX)

SIZE PAINTED

D

H

L2 (L)

L1

Nut

Drill Hole Bolt Diameter & Depth

H

Y

L1

L2

D

L

Approx. Mass (kg)

M20

16

30

10

140

24

140

0.8

M22

20.2

34

10

145

28

145

1.0

M24

22.3

36

10

170

30

170

1.2

M27

24.7

41

10

190

32

190

1.7

M30

26.4

46

10

210

38

210

2.3

M36

31.9

55

10

260

46

260

4.1

M42

34.9

65

10

330

55

330

6.0

M48

38.9

75

10

400

60

400

8.6

M56

45.9

85

10

480

65

480

13.5

M64

52.4

95

10

515

75

515

18.6

Bolt Size (M)

Anchor

-SOFTCOPY VERSION-

Note: 1. All units in mm unless otherwise stated. 2. Bolt length and washer size may differ in accordance with the fixing application.

69


CHAIN SYSTEM AND CHAIN FIXING ANCHOR The chain system is comprised of the combination of shackles and common links secured between the frontal frame and the chain fixing point on the wharf structure. A typical chain system is designed with a safety factor of 3 against the breaking load. An adjustable shackle may be included depending on the functionality of the the chain in the marine fender system design.

SB Shackle

Common Link

Adj. Shackle

Typical Typical Chain Arrangement

Chain Fixing Anchor There are 2 types of chain fixings generally installed on the wharf structure, as described below:

U-Anchor





U-Anchors are used with new concrete structure. For further embedding strength, the U-anchor can be welded to the structural reinforcement bars before casting.

Bracket Brackets are used with existing concrete structure. Typically, Typically, the bracket is secured to the wharf by using resin anchors a nchors or steel str ucture by using bolt, nut and washer.





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A p p e n d i x

70 Accessories Material Specifications ACCESSORIES

MATERIALS

GRADE

ALTERNATIVE STANDARD

EN Grades

USA Std

British Std

SS400 in JIS G 3101

ASTM A36

BS4360-86 Gr.43A

1.0037

SM490 in JIS G 3106

ASTM A633 Gr.C

BS4360-86 Gr.50A

1.0045

UHMW Polyethylene

-

-

-

-

Mild Steel

SS400 in JIS G 3101

ASTM A36

BS4360-86 Gr.43A

1.0037

Sleeve

Stainless Steel

SUS304 / SUS316 in JIS G 4303, 4304

AISI 304 AISI 316

BS970 Gr. 304 BS970 Gr. 316

1.4301 1.4401

Bolt & Nut

Stainless Steel

SUS304 / SUS316 in JIS G 4303, 4304

AISI 304 AISI 316

BS970 Gr. 304 BS970 Gr. 316

1.4301 1.4401

Mild Steel

SS400 in JIS G 3101

ASTM A36

BS4360-86 Gr.43A

1.0037

Polyester Resin

-

-

-

-

Mild Steel

SS400 in JIS G 3101

ASTM A36

BS4360-86 Gr.43A

1.0037

Mild Steel

SS400 in JIS G 3101

ASTM A36

BS4360-86 Gr.43A

1.0037

Stainless Steel

SUS304 / SUS316 in JIS G 4303, 4304

AISI 304 AISI 316

BS970 Gr. 304 BS970 Gr. 316

1.4301 1.4401

Stainless Steel

SUS304 / SUS316 in JIS G 4303, 4304

AISI 304 AISI 316

BS970 Gr. 304 BS970 Gr. 316

1.4301 1.4401

Steel Bars for Chains

SBC490 in JIS G 3105 (1)

-

-

-

Carbon Steel

S25C in JIS G 4051

ASTM A575 Gr. 1025

BS970 Gr. 060A25

-

Carbon Steel

S25C / S45C in JIS G 4051

ASTM A575 Gr.1025 / Gr.1045

BS970 Gr. 060A25 BS970 Gr. 060A45

-

Stainless Steel

SUS304 / SUS316 in JIS G 4303, 4304

AISI 304 AISI 316

BS970 Gr. 304 BS970 Gr. 316

1.4301 1.4401

Mild Steel

SM490 in JIS G 3106

ASTM A633 Gr. C

BS4360-86 Gr.50A

1.0045

FRONTAL FRAME Frontal frame

Frontal Pad

Mild Steel

FIXING BOLTS t l o B r e p u S

r o h c n A n i s e R

Bolt, Washer, Flange, Anchor Plate & Bar

Washer Resin Capsule

Bolt, Nut & Washer g n i x i F e m a r F

Bolt & Washer Nut

Pad Fixing Bolt CHAINS Tension Chain Weight Chain Shear Chain SB Shackle Adj. Shackle CHAIN ANCHORS

U-Anchor

Bracket

Note: 1. SBC 490 in JIS G 3105 is standard of steel bars for chains; hence no equivalent US standard exists. ASTM states the standard for the chain itself, not the material.

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The Accessories Of Fender System

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72 MARINE FENDER DESIGN GUILDELINES MARINE FENDER DESIGN FLOW CHART Design Criteria - Vessel Data - Berthing Conditions - Wharf Structures - Others Berthing Velocity & Coefficients Berthing Energy Calculation

Safety Factor (if applicable)

Fender Selection - Min. Energy Absorption - Allowable Reaction Force

Berthing Conditions Vessel Consideration Consideration Natural Conditions

Marine Fender System Design - Frontal Frame Design - Chain System Design - Fixings & Anchor Design

Multiple Fender Contact / Fender Pitch (if applicable)

DEFINITIONS OF VESSEL PARAMETERS Parameters

Definition

Dead Weight Tonnage, DWT

The total mass of cargo, stores, fuels, crew and reserves with which a vessel is laden when submerged to the summer loading line

Displacement Tonnage, DT

Total Total mass of the vessel and its contents

Gross Tonnage, GT

Gross internal volumetric capacity of the vessel as defined by the rules of registering authority and measured in units of 2.83 m3

Length Overall, Loa

Overall length of the vessel

Length Between Perpendicular, Lpp

Length measured between aft and fore perpendicular or along the waterline from forward surface of the stem to the after surface of the sternpost

Molded Breadth, B

Beam or width of the vessel

Molded Depth, D

Total Total height of the vessel hull

Full Load Draft, d

Depth of vessel below sea water level d uring full load

Loa Vessel

B Load Water Line

Freeboard D d

Aft Perpendicular Perpendicular

Lpp

Fore Perpendicular -SOFTCOPY VERSION-

Keel Clearance Sea Bed

73


BERTHING ENERGY CALCULATIONS F e S n d u p e e r r ( S C U e C l l )

The kinetic energy of a vessel can be represented by the following formula:

E= ½·M·v2

Where: E M v

= Kinetic energy of the vessel (kNm) = Mass of the vessel (=water displacement in tonnes) = Speed of the approaching vessel perpendicular to the berth (m/s)


The effective berthing energy of a vessel can be calculated from the kinetic energy as follows D y L n i a g h A t r c D h u ( D t y A )

E = ½ · M · v 2 · Ce · Cm · Cs · Cc Where: E M v Ce Cm Cs Cc

= Effective berthing energy (kNm) = Mass of design vessel (displacement in tonnes) = Approach velocity of vessel perpendicular to the berth (m/s) = Eccentricity factor = Mass coefficient = Softness factor = Berth configuration factor or cushion factor


BERTHING VELOCITY Brolsma Curve, adopted by PIANC and BS 6349 is most widely used for vessel berthing speed. The berthing speeds depend on the approach conditions, the exposure of the berth and size of vessel. PIANC adopts deadweight tonnage of vessel (DWT), but BS 6349 adopts displacement tonnage of vessel (DT) for X-axis of velocity graph.


Approach Velocity in Accordance with PIANC - Brolsma 0.8 ) s / m ( V 0.7 , y t i c o l e V 0.6 h c a o r p p A 0.5

e


a. Good berthing, sheltered b. Difficult berthing, sheltered c. Easy berthing, exposed

d d. Good berthing, exposed R A e n s d e T a r e c s h t , i n D g e F v a e l c o i p l i m t i e s e n t

e. Difficult berthing, exposed c

0.4

0.3

b

0.2

a


0.1

0.0 1,000

10,000

100,000

500,000

Deadweight Tonnage, DWT (ton)

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A p p e n d i x

74 Approach Velocity in Accordance with BS6349: Part 4 - Brolsma 0.8 ) s / m ( V 0.7 , y t i c o l e V 0.6 h c a o r p p A 0.5

e

a. Good berthing, sheltered b. Difficult berthing, sheltered c. Easy berthing, exposed

d d. Good berthing, exposed e. Difficult berthing, exposed c

0.4

0.3

b

0.2

a 0.1

0.0 1,000

10,000

100,000

Displacement Tonnage, DT (ton)

-SOFTCOPY VERSION-

500,000

75


MASS COEFFICIENT (Cm) Vasco Costa According to Vasco Costa, when a vessel berths, a certain volume of water will be ‘pulled’ together, creating a virtual mass. This volume is equivalent to d × d × Lpp. Since the virtual mass will be created on both sides of the vessel, the volume of water = 2d × d × Lpp and the volume of the vessel = Lpp × B × d. Hence, the total volume of berthing is as follows:


B d


VESSEL

d

d

Seawater

Seawater

Therefore the Mass coefficient (Cm) can be calculated by the following formula:


for broadside berthing

for bow/ stern berthing

Where: Lpp B d

= Length of vessel’s hull between perpendiculars (m) = Breadth of the vessel (m) = Draft of vessel (m)

This formula was published in 1964 and is also used by the British Standards BS6349: Part 4. It is valid under the following circumstances: • the keel clearance shall be more than 0.1 × d • the vessel’s velocity shall be more than 0.08 m/s.

Shigeru Ueda The formula of Shigeru Ueda originates from 1981 and is based on model experiments and field observations. Cm is given by the formula: for broadside berthing;

for bow/stern berthing.

Block coefficient,

Where: DT Lpp B d

= Displacement tonnage of the vessel (tonnes) = Length of vessel’s hull between perpendiculars (m) = Breadth of the vessel (m) = Draft of vessel (m) = Density of water (1.025 ton/m3 for seawater)

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A p p e n d i x

76 ECCENTRICITY FACTOR (Ce) Typically a vessel berths with either t he bow or stern at an angle to the wharf o r dolphin. The initial contact, or berthing point, is at one location along the vessel hull. At the time of bert hing, the vessel will rotate around this bert hing point. For this reason, the total kinetic energy held by the vessel is consumed partially in its turning energy and the remaining energy is conveyed to the wharf.

This remaining energy is obtained from the kinetic energy of a vessel corrected with the eccentricity factor, Ce. Ce may be calculated by the following equation:

Where: K = Radius of gyration of the ship (m) Generally between 0.2L and 0.25L K also can be obtained from the following formula: K = (0.19 Cb + 0.11) Lpp

Where: Cb Lpp R

= Block coefficient = Length of vessel’s hull between perpendiculars (m) = Distance of the point of contact from the center of mass (m) = Angle between the line joining the point of contact to the center of mass and the velocity vector (°)

The above expression is often simplified by assuming

= 90°, resulting in

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77

Often Ce is assumed to be as follows, unless otherwise specially requested:

Berthing Method

Berthing Schematic Diagram

1/4 Point Berthing

Ce

0.5

1/3 Point Berthing

0.7

End Berthing

1.0







SOFTNESS COEFFICIENT (Cs) The softness coefficient allows for the portion of the impact energy that is absorbed by the elastic deformation of the ship’s hull. Little research into energy absorption by a vessel hull has taken place, but it has been generally accepted that the value of Cs lies between 0.9 and 1.0. In the absence of more reliable information, a figure of 1.0 for Cs is recommended when a soft fender system is used, and between 0.9 and 1.0 for a hard fender system.


A hard fender system can be considered one in which the deections of the fenders under impact from design vessels are less than 0.15m. A soft fender system has fender deections greater than 0.15m under the same impacts.



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A p p e n d i x

78 CONFIGURATION COEFFICIENT (Cc) The berth configuration coefficient allows for the portion of the ship’s energy, which is absorbed by the cushioning effect of water trapped between the ship’s hull and the quay wall. The value of Cc is inuenced by the ty pe of quay construction, the distance from the side of the vessel, the berthing angle, the shape of the ship’s hull, and the under keel clearance. The following figures are generally applied in each case:

Open Stucture Vessel

Cc = 1.0

Semi Open Structure Vessel

Cc = 0.9 ~ 1.0

Closed Structure (Gravity)

Vessel

Cc = 0.8 ~ 1.0

FACTOR OF ABNORMAL BERTHING An abnormal impact occurs when the normal calculated energy to be absorbed at impact is exceeded. This is to account for t he scenario of accidental occurrences. Some reasons for abnormal impacts can be mishandling, malfunction, exceptionally adverse wind or current, or a combination of factors. The factor for abnormal impact may be applied to the berthing energy as calculated for a normal impact to arrive at the abnormal berthing energy. This factor should enable reasonable abnormal impacts to be absorbed by the fender system without damage. It would impracticable to design for an exceptionally large abnormal impact and it must be accepted that such an impact could result in damage.

Size

Factor of Abnormal Berthing

Tanker and Bulk Cargo

Largest Smallest

1.25 1.75

Container Vessel

Largest Smallest

1.5 2.0

General Cargo

-

1.75

Ro-Ro and Ferries

-

2.0 or higher

Tugs, Work Boats, etc

-

2.0

Type of Vessel

The table above is introduced in PIANC guidelines as general guidance. It may not be applicable if the abnormal approach velocity is already adopted for design. As mentioned in PIANC guidelines, it would not be practicable to design for an exceptionally large abnormal impact and it must be accepted that such an impact could result in damage.

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79


MULTIPLE-FENDER CONTACT The study of multiple fender contact allows the optimum fender sys tem to be designed. There are two possible scenarios of vessels coming into contact with multiple fenders:


Even No. Fender Contact

Wharf

Plan View

S P

P A

P F3

h

Vessel

H A

F4 s iu d a R ll u H

B

n-fender contact (n = even number)

B-B

j

k

B

F2

F1

A-A

l e s s e V

l e s s f r e a V

h W

f r a h W


Odd No. Fender Contact Plan View

S P

Wharf

A

G2

G3

H Vessel

A-A

k j

P

G1

A

n-fender contact (n = odd number)

s iu d a R ll u H

l e s s e V

f r a h W

The distance H is related to the total fender pitch S and hull radius R as follows.

Hull Radius (R)

Above is the conventional Hull Radius formula that is widely used in the marine fender industry Vessel hull radius determines the number of fenders that can be contacted and the wharf clearance, k at a specified fender pitch.

Fender Pitch (P) For continuous wharves, the quantity of fenders in contact with the vessel hull depends on the fender pitch. Larger-than-required pitches may result in insufficient energy absorption or the vessel hull hitting the wharf structure. On the other hand, smaller-than-required pitches may result in uneconomical marine fender systems being designed. Generally, British Standard: Maritime Structures, BS 6349 Part 4 is used as a reference to estimate the fender pitch by considering the minimum vessel length.

Summing the performance of t he individual fenders in a multiple - fender contact results in a Combined Energy Absorption (EAC). The entire system EAC shall equal or exceed the berthing energy of the vessel. An additional consideration is that the clearance between vessel hull and wharf, k should be kept at a safe distance.

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A p p e n d i x

80 DESIGN BY BERTH CONSIDERATIONS Allowable Maximum Reaction Force The allowable reaction force varies from berth to berth. Typically a pile-constructed wharf or dolphin has a low limit of allowable reaction force compared to the gravity wharf. The reaction force of a selected fender should be less than the maximum allowable reaction force (R max ).

Allowable Installation Area The fendering system must be designed to fit the available mounting area on the wharf. The minimum area for installing Super Cell Fender or Hyper Cell Fender is determined by the ange diameter. For arch-type fenders, the minimum area for installation is governed by the width and length of the fender legs. For designs having chains these must also be accounted for in the mounting area. As a general rule the distance from the edge of the concrete to the outermost anchor position (Lc) shall be equal to or larger than the length of the embedded anchor bolts (L). Please refer to the below diagram for clarity.

Fender Flange Dia. Anchor Position c L L

0 . 5 5 Q 1 E Ø . R . D . N I C . M P

5 2 7 1 Ø

Concrete Structure

Lc

1342 MIN. REQ.

0 0 8

c L

L Lc

1150

Lc

MIN. REQ. 1340

HC1150H

c L

Fender Flange Dia. Anchor Position c L

Lc

1800 MIN. REQ.

1600

c L

Concrete Structure

Lc

e r u t . c u Q r t E S 0 4 R e 0 . t 2 N e I r c M n o C

0 0 4 2

. Q 0 E 0 R 8 . 1 N I M

0 0 1 8 . D . . P C

0 0 0 2 Ø

Lc

L 1600 SUC1600H

-SOFTCOPY VERSION-

Anchor Position Fender Flange DA-A800H

c L

81


Allowable Standoff of Fender System There are cases where wharf equipment such as loading arms, gantry cranes, vehicle ramps, etc., will govern the distance the vessel can be from the wharf face and therefore the size of fender that can be installed. In such cases multiple fenders may overcome the size limitation imposed by a single larger fender body.


Clearance Vessel WHARF

On the other hand, it is important to ensure that on rated compression of the fender system the vessel is kept in a safe clearance from any protruding section of the wharf structure.



Deflected Fender

Other Considerations If pertinent design information is available or pre-determined please inform Bridgestone to ensure optimum design output. See below for the types of information that is helpful.

INSTALLATION PITCH

RUBBER FENDER

SIDE VIEW

FRONTAL FRAME

HWL

LOW CONTACT VESSEL FULL DRAFT AT LWL



TOP VIEW

FRONT VIEW




LWL

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A p p e n d i x

82 DESIGN BY VESSEL CONSIDERATIONS Allowable Average Face Pressure The average face pressure is calculated by dividing the designed reaction force of the fender by the area of the at surface of the frontal frame. This at surface excludes chamfers of the frontal frame.

Frontal Frame

e

Where, R A Pa W H We He

H H

: Design Reaction Force : Flat Area of Frontal frame ( A = We x He ) : Allowable Face Pressure : Frontal frame Width : Frontal frame Height : Effective Width : Effective Height

We W

Chamfer

The allowable face pressure differs with the type and size of the vessels shown as follows: Type of Vessel

Allowable Face Pressure (kN/m2)

Container Vessel 1st & 2nd Generation

< 400

3rd Generation (Panamax)

< 300

4th Generation

< 250

5th & 6th Generation (Superpost Panamax)

< 200

General Cargo ≤ 20,000 DWT

400 - 700

>20,000 DWT

< 400

Oil Tanker ≤ 60,000 DWT

< 300

>60,000 DWT

< 350

VLCC

< 200

Gas Tanker LNG / LPG tanker

< 200

Carriers Bulk & Ore Carrier

< 200

Belted Vessel Ferry

Belted or < 300

Passenger

Belted or < 300

Ro-Ro Vessel

Belted or < 300

-SOFTCOPY VERSION-

Chamfer (Side)

83


DESIGN BY VESSEL CONSIDERATIONS In general a vessel has curvature in horizontal and vertical directions. Vessel curvature causes angular compression of the fender body.

Vessel Hull Curvature in Vertical Direction Vessels such as general cargo carriers and oil tankers have nearly straight vertical hull. On the other hand, container vessels have complex hull curvat ure. it is therefore necessary to design a fender system by taking this curvature into account. In this case, the fender system typically experiences angular compression when it comes into contact with the vessel hull.

Vessel


Clearance F e D n y d n e a r A ( r D c A h )

Wharf

If the fender system is installed at a low position of the wharf, it is important to ensure the vessel hull is in a safe clearance when the fender system is being compressed up to the designed deection.


Fender S m a l l C r a f t F e n d e r s

Vessel Hull Curvature in Horizontal Direction As vessels have nearly straight curvature profile around the contact area with the fender system in the horizontal direction, the vessel curva ture consideration is normally not taken into account. However, in some cases, if the curvature profile is not straight about the contact area, as shown in the sketch, it is necessary to determine the spacing of fender systems to prevent the vessel from contacting the wharf.

s e l V e s R Fender

H Wharf

P

H 2

Where, P = Fender Spacing H = Fender Height = Berthing Angle R = Hull Radius of Curvature





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A p p e n d i x

84

Vessel Contact Elevation Low Contact of Vessel Low contact occurs when the freeboard elevation of the berthing vessel at low water level is below the fender centerline elevation. This occurrence causes the fender to elongate. Tension chains are designed to restrict the fender elongation. As the fender is compressed a t a certain angle during low contact, the fender energy absorption capacity is reduced.

Wharf

Elev.

Remark: For low contact, the mooring condition may be more severe than the berthing condition. Mooring analysis shall be considered in the case of open sea with little protection.

Low Contact Distance Vessel Freeboard

Water Level

Belt Contact Some vessel hulls have metallic, rubber or wooden protrusions for protection. These protruded objects are referred to as belts. Most ferries, passenger vessels & Ro-Ro vessels are designed with belts.

Belting Wharf

Vessel

The existence of belts affects the design of the frontal frame of fe nder systems. Belt contact results in a two-point contact bending moment on the frontal frame. Further, the belt exerts a stress on the faceplate of the frontal frame. To withstand this stress, the frontal frame faceplate is specially reinforced.

Elev.

Water Level

-SOFTCOPY VERSION-

85


FRONTAL FRAME DESIGN Frame Size The frontal frame size is determined by the allowable face pressure of the vessel. In some cases the vessel contact elevation and frame visibility at different tidal levels will also affect the designed frame size.


Design Strength The frontal frame is designed considering the below cases:

• • •


Single-Line Load Contact (Angular contact loads) Two-Line Load Contact (For belted vessel contact only) Midpoint Load Contact (For more than two fenders system only)

Wharf Horizontal Berthing

Flare/ Rolling Wharf

Wharf


Wharf S m a l l C r a f t F e n d e r s

Single-Line Load

Two-Line Load

Midpoint Load

Minimum Steel Plate Thickness The minimum steel plate thickness for the frontal frame construction is as follows.

• • •

One-surface exposed plate: Two-surface exposed plate: Internal plate:

9 – 10 mm 12 mm 8 mm



Chamfered Edges If vessels with belting are anticipated at the site the frontal frame is normally designed with a top and bottom chamfered edge to avoid snagging. The dimension of the belt is essential to determining the required chamfer size.



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A p p e n d i x

86 CHAIN SYSTEM DESIGN Restraint chains are used in a fender syste m to control the loading on the fender under the design limit for t he design conditions. The chains used may be tension, weight and shear chains.

Tension Chain Tension chains are required to restrict the elongation of a fender within its allowable limits during angular compression. Upper and/or lower tension chains can be used if required.

Vessel Approach For Berthing

Wharf

Wharf

Tension Chain

Vessel Approach For Berthing Tension Chain

Horizontal Angular Berthing

Flare Angle or Rolling Berthing

Weight Chain For system requiring frames, if the frame weight is are over the allowable limit for the fender body weight chains should be installed so sagging does not occur. Top tension chains may also be necessary to avoid tilting of the frame if weight chains are fixed to the frame below the f ender centerline in the elevation plane. Tension Chain

Weight Chain

Wharf

Wharf

t h g i e W e m a r F

t h g i e W e m a r F Weight Chain

Shear Chain Bridgestone’s cell-type fender systems (SUC and HC) have high allowable limits of shear performance and superior resistance to shearing. The UHMW-PE low friction pads (μ = 0.2) coupled with this superior shearing performance of the cell fenders enable the cell fenders to perform well even without shear chain. However, if shearing deection needs to be limited for other reasons, a pair of shear chains should be installed symmetrically. The shear chain may have a share-function with the tension chains and weight chains.

Wharf

Wharf

Shear Chain

Vessel Hull

Vessel Hull



Bridgestone SUC & HC fenders have the allowable shear limit equivalent to its rated deflection.

-SOFTCOPY VERSION-

Shear force generated between vessel hull and frontal pad.

87


FIXINGS AND ANCHORS DESIGN F e S n d u p e e r r ( S C U e C l l )

Under the operation conditions, the fixings and anchors of a fender system are subject to • an axial pull out force when fender elongates and • shearing force when fender is compressed and simultaneously sheared downward. Fixing Bolt Anchor

F

F

R S

P

Ac1


μ

Ac1

R+W

Ac2

Allowable Elongation Ac2

Shearing Force

Axial Pull-out Force

The maximum axial pull-out force and shearing force are used to evaluate the material strength of the fixings and the concrete embedded anchor strength, as summarized below.





Where, P R n d μ W Fc Ac1&2

= Axial pull-out force at elongation limit = Reaction force of fender = Number of fixing bolts per fender = Effective diameter of fixing bolt = Friction coefficient between frontal pad and steel = Weight of frontal frame and half weight of fender body = Attenuation coefficient (0.6 ~ 1.0) = Concrete strength = Surface projection area

-SOFTCOPY VERSION-



A p p e n d i x

88 RESEARCH, DEVELOPMENT, AND TESTING FACILITIES Bridgestone is the world’s largest and one of the world’s oldest rubber products companies. To ensure the quality of all our products, Bridgestone deploys the comprehensive research, testing, and engineering methods in order to meet our stringent corporate requirements. Marine fenders are fully supported by this corporate culture. One of the largest compression testing facilities in the world is dedicated to test our largest marine fenders in full scale to confirm the fender performance. A continuous effort of product improvement has placed Bridgestone as the first choice of major port authorities around the world. Bridgestone corporate philosophy is to pay special attention to quality control. Our products are developed through proven steps and introduced to the market only after thorough examination. Quality control at Bridgestone does not merely mean statistical control of production. Bridgestone believes every branch of the company should become involved in quality control in a comprehensive manner to improve not only its products, but also the company’s business operations itself . Bridgestone calls this approach “Total Quality Control”, our Deming Plan.

The Fender Development Process Concept Design

Scale Model Evaluation INTEGRATION

Back Bone for “Rubber” • Bridgestone - the largest rubber company in the world • Supported by Bridgestone’s 500 technical staff • Utilize similar technology as “Formula 1”

SCALE MODEL

Back Bone for “Fender Shape” • Ideal Shape - Stress is distributed evenly during operation (compression) utilizing the similar concept as Bridgestone tire technology • Utilizing Finite Element Analysis for study

Laboratory Test • Axial compression • Angular compression • Shear compression • Fatigue test • Mooring simulation REVIEW

GOOD FULL SCALE BODY

REVIEW

Field Test • Axial compression • Angular compression • Shear compression • Continuous compression • Mooring GOOD ON MARKET Full Size Evaluation

-SOFTCOPY VERSION-

89


FINITE ELEMENTS ANALYSIS (FEA) While the most common way to analyze a product is through laboratory testing, Finite Elements Analysis (FEA) has become one of the most important tools to carry out a detailed analysis of a product. Having its own FEA center, Bridgestone utilizes the state of the art facilities in order to ensure the quality of its products from design to manufacturing.




Computer Mooring Simulation

Finite Element Analysis (FEA)






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A p p e n d i x

90 Rubber Materials Technology

Bridgestone also has the highly advanced understanding of rubber as a material. This is essential for a heavy molded product such as a marine fender. Marine fenders are the thickest structural element commonly made from vulcanized rubber. This presents unique problems for the vulcanization. Rubber is a very good thermal insulator, therefore it is a difficult molding problem to assure the rubber is vulcanized throughout the body thickness. Incomplete vulcanization will result in a failed fender. Bridgestone successfully produces our SUC3000H fender, which has a wall thickness of approximately 500mm, by again applying the FEA method to study the temperature signature that must be maintained to assure successful vulcanization. This methodology is applied to all our fender models.

-SOFTCOPY VERSION-

91


Testing Facilities F e S n d u p e e r r ( S C U e C l l )



Environment Ovens – Aging Test




3-Axis Mooring Simulator



Model Tester

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A p p e n d i x

92 MARINE FENDER VERIFICATION PHYSICAL PROPERTY OF RUBBER

Property

Unit

Requirement

Tensile Strength

MPa

Min. 15.7

Elongation

%

Min. 300

Before Aging

Hardness

d r a d n a t S

After Aging 70º C x 96 hrs aging through air heating

deg.

Max. 84

Change in Tensile Strength

%

Not less than 80% of Original value

Change in Elongation

%

Not less than 80% of Original value

Hardness

deg.

Compression Set

JIS K 6251, ISO 37 ASTM D412 , BS 903 A.2 DIN 53504, CNS 3553:K 6344 GB/T 528 JIS K 6253 , ISO 7619-1 ASTM D2240 , BS903 A.2 DIN 53505, CNS 3555:K6346 GB/T 531

JIS K 6251, ISO 37 ASTM D412 , BS 903 A.2 DIN 53504, CNS 3553:K 6344 GB/T 528

JIS K 6253 , ISO 7619-1 ASTM D2240 , BS903 A.2 DIN 53505, CNS 3555:K6346 GB/T 531 JIS K 6262, ISO 815 ASTM D395, BS903 A.6A DIN ISO 815, CNS 3560:K6351, GB/T 7759

%

Max. 30

-

No cracking visible to eye

Abrasion Resistance

cc

1.5cc (Max)

JIS K 6264, ISO 4649

Tear Resistance

kN/m

70 (Min)

JIS K 6252, ISO 34-1, ASTM D624, BS ISO 34-1, DIN ISO 34-1, GB/T 529

-

+10% by volume (Max)

JIS K 6258, ISO 1817 ASTM D471, BS ISO 1817 DIN ISO 1817, GB/T 1690

-

10,000 cycles

70º C x 22 hrs heat treatment

Ozone Resistance 20% strain, 40°C, 50pphm for 100 hours

n o i t p O

Original value +8 deg max.

Relevant Testing Standard

Seawater Resistance 95°C for 28 days

Dynamic Fatigue†

Note: Bridgestone Marine Fender comes with Standard Testing Certification. Option testing for rubber properties would incur additional cost. † Testing report available for Super Cell Fenders and Hyper Cell Fenders only

-SOFTCOPY VERSION-

JIS K 6259, ISO 1431-1 ASTM D1149, BS ISO 1431-1 DIN 53509,GB/T 7762

-

93


FENDER PERFORMANCE TEST In production Bridgestone fenders are tested for performance following PIANC procedures. Fenders will be selected at random and compressed by a compression-testing machine up to the rated deection. The fender performance shall meet the specied values within the tolerance. Performance Tolerance: Test Lots:

Reaction Force Energy Absorption Ten (10) % of each size.


+10% –10%

The fender performance is expressed by the value of the energy absorbed and reaction force thus generated during fender compression at the prescribed deection.


In the fender performance test, the fender shall be compressed axially under the constant-slow velocity of 0.0003-0.0013 m/s (2-8 cm/min) for three (3) times up to the rated deection.

The load and the deection in each test shall be recorded. The average of 2nd and 3rd cycle performance data shall be adopted to determine the reaction value and energy value of the fender. The energy absorption and reaction force at the standard deection must be within t he tolerance value.

DIMENSIONAL TOLERANCES

Tolerance

Fender Height

Pitch Circle Diameter (P.C.D.)

Outer Base Diameter

Bolt Hole

+4% / -2%

±4mm

+4% / -2%

±2 mm







-SOFTCOPY VERSION-

A p p e n d i x

94 APPENDIX TABLE OF VESSEL DATA CONTAINER VESSEL DWT

DT

Loa

LPP

W

D

Full Draft

(Metric tones)

(Metric tones)

(m)

(m)

(m)

(m)

(m)

7000

10700

123

115

20.3

9.8

7.2

10000

15100

141

132

22.4

11.3

8.0

15000

22200

166

156

25.0

13.3

9.0

20000

29200

186

175

27.1

14.9

9.9

25000

36100

203

191

28.8

16.3

10.6

30000

43000

218

205

30.2

17.5

11.1

40000

56500

244

231

32.3

19.6

12.2

50000

69900

266

252

32.3

21.4

13.0

60000

83200

286

271

36.5

23.0

13.8

DWT

DT

Loa

LPP

W

D

Full Draft

(Metric tones)

(Metric tones)

(m)

(m)

(m)

(m)

(m)

1000

1690

67

62

10.8

5.8

3.9

2000

3250

83

77

13.1

7.2

4.9

3000

4750

95

88

14.7

8.1

5.6

5000

7690

111

104

16.9

9.4

6.6

7000

10600

123

115

18.6

10.4

7.4

10000

14800

137

129

20.5

11.6

8.3

15000

21600

156

147

23.0

13.1

9.5

20000

28400

170

161

24.9

14.3

10.4

30000

41600

193

183

27.8

16.2

11.9

40000

54500

211

200

30.2

17.6

13.0

DWT

DT

Loa

LPP

W

D

Full Draft

(Metric tones)

(Metric tones)

(m)

(m)

(m)

(m)

(m)

1000

2190

73

66

14.0

6.2

3.5

2000

4150

94

86

16.6

8.4

4.5

3000

6030

109

99

18.3

10.0

5.3

5000

9670

131

120

20.7

12.5

6.4

7000

13200

148

136

22.5

14.5

7.2

10000

18300

169

155

24.6

17.0

8.2

15000

26700

196

180

27.2

20.3

9.6

20000

34800

218

201

29.1

23.1

10.7

30000

50600

252

233

32.2

27.6

12.4

GENERAL CARGO

RO-RO SHIP

-SOFTCOPY VERSION-

95


BULK CARRIER DWT

DT

Loa

LPP

W

D

Full Draft

(Metric tones)

(Metric tones)

(m)

(m)

(m)

(m)

(m)

5000

6920

109

101

15.5

8.6

6.2

7000

9520

120

111

17.2

9.5

6.9

10000

13300

132

124

19.2

10.6

7.7

15000

19600

149

140

21.8

11.9

8.6

20000

25700

161

152

23.8

13.0

9.4

30000

37700

181

172

27.0

14.7

10.6

50000

61100

209

200

32.3

17.1

12.4

70000

84000

231

221

32.3

18.9

13.7

100000

118000

255

246

39.2

21.1

15.2

150000

173000

287

278

44.5

23.8

17.1

200000

227000

311

303

48.7

25.9

18.6

250000

280000

332

324

52.2

27.7

19.9

DWT

DT

Loa

LPP

W

D

Full Draft

(Metric tones)

(Metric tones)

(m)

(m)

(m)

(m)

(m)

1000

1580

61

58

10.2

4.5

4.0

2000

3070

76

72

12.6

5.7

4.9

3000

4520

87

82

14.3

6.6

5.5

5000

7360

102

97

16.8

7.9

6.4

7000

10200

114

108

18.6

8.9

7.1

10000

14300

127

121

20.8

10.0

7.9

15000

21000

144

138

23.6

11.6

8.9

20000

27700

158

151

25.8

12.8

9.6

30000

40800

180

173

29.2

14.8

10.9

50000

66400

211

204

32.3

17.6

12.6

70000

91600

235

227

38.0

19.9

13.9

100000

129000

263

254

42.5

22.5

15.4

150000

190000

298

290

48.1

25.9

17.4

200000

250000

327

318

52.6

28.7

18.9

300000

368000

371

363

59.7

33.1

21.2

OIL TANKER







GAS CARRIER DWT

DT

Loa

LPP

W

D

Full Draft

(Metric tones)

(Metric tones)

(m)

(m)

(m)

(m)

(m)

1000

2480

71

66

11.7

5.7

4.6

2000

4560

88

82

14.3

7.2

5.7

3000

6530

100

93

16.1

8.4

6.4

5000

10200

117

109

18.8

10.0

7.4

7000

13800

129

121

20.8

11.3

8.1

10000

18900

144

136

23.1

12.9

9.0

15000

27000

164

154

26.0

14.9

10.1

20000

34800

179

169

28.4

16.5

11.0

30000

49700

203

192

32.0

19.0

12.3

50000

78000

237

226

37.2

22.8

12.3

70000

105000

263

251

41.2

25.7

12.3

100000

144000

294

281

45.8

29.2

12.3

-SOFTCOPY VERSION-



A p p e n d i x

96

FERRY DWT

DT

Loa

LPP

W

D

Full Draft

(Metric tones)

(Metric tones)

(m)

(m)

(m)

(m)

(m)

1000

1230

67

61

14.3

5.5

3.4

2000

2430

86

78

17.0

6.8

4.2

3000

3620

99

91

18.8

7.7

4.8

5000

5970

119

110

21.4

9.0

5.5

7000

8310

134

124

23.2

10.0

6.1

10000

11800

153

142

25.4

11.1

6.8

15000

17500

177

164

28.1

12.6

7.6

20000

23300

196

183

30.2

13.8

8.3

30000

34600

227

212

33.4

15.6

9.4

40000

45900

252

236

35.9

17.1

10.2

DWT

DT

Loa

LPP

W

D

Full Draft

(Metric tones)

(Metric tones)

(m)

(m)

(m)

(m)

(m)

1000

1030

64

60

12.1

4.9

2.6

2000

1910

81

75

14.4

6.3

3.4

3000

2740

93

86

16.0

7.4

4.0

5000

4320

112

102

18.2

9.0

4.8

7000

5830

125

114

19.8

10.2

5.5

10000

8010

142

128

21.6

11.7

6.4

15000

11500

163

146

23.9

13.7

7.5

20000

14900

180

160

25.7

15.3

8.0

30000

21300

207

183

28.4

17.8

8.0

50000

33600

248

217

32.3

21.7

8.0

70000

45300

278

243

35.2

24.6

8.0

PASSENGER VESSEL

Note: All the vessel data listed here are taken from PIANC Working Group 33 of Maritime Navigation Commission with confidence limit of 75%. Values shown are for reference only.

-SOFTCOPY VERSION-

97


UNIT CONVERSION TABLE F e S n d u p e e r r ( S C U e C l l )

LENGTH Meter (m)

Foot (ft)

Inch (in)

1

3.2808

39.3701

0.3048

1

12.0

0.0254

0.0833

1 F e D n y d n e a r A ( r D c A h )

COATING THICKNESS Mils

Microns

1

25.4

AREA Sq. Meter (m2)

Sq. Feet (ft2)

Sq. Inch (in 2)

1

10.7639

1550.0

0.0929

1

144.0

0.645x103

6.9444x10-3

1


VELOCITY m/s

ft/s

knot

km/h

mile/h

1

3.2808

1.9438

3.6000

2.2369

0.3048

1

0.5925

1.0973

0.6818

0.5144

1.6878

1

1.8520

1.1508

0.2778

0.9113

0.5400

1

0.6214

0.4470

1.4667

0.8690

1.6093

1

MASS tonne (metric)

Kip

Long ton

Short ton

1

2.2046

0.9842

1.1023

0.4536

1

0.4464

0.5

1.0161

2.24

1

1.12

0.9072

2.0

0.8929

1


FORCE kN

tonne (force)

kip (force)

pound (force)

1

0.102

0.225

225

9.81

1

2.2046

2204.6

4.45

0.454

1

1000

tonne-m

ft kip

1

0.102

0.774

9.81

1

7.24

1.36

0.138

1



ENERGY kNm or kJ


PRESSURE tonne/m2

kip/ft2

kPa

psi

Kg/cm2

MPa or N/mm2

1

0.205

9.81

1.4236

0.1000

0.00981

4.88

1

47.9

6.944

0.4880

0.04788

0.102

0.0209

1

0.1451

0.0102

0.00100

0.7024

0.144

6.89

1

0.0702

0.00689

10

2.05

98.1

14.236

1

0.0981

102

20.91

1000.62

145.207

10.2

1

-SOFTCOPY VERSION-


A p p e n d i x

98 PRECAUTION AND RECOMMENDATIONS Recommendation of Maintenance 1.

Proper maintenance of the Fender is important for long-term safe use. It’s recommendable to conduct periodical maintenance according to the maintenance manual.

2.

The repair coating work for corrosion and rust of the frontal frames of the Fender is recommendable at least once a year or immediately when such corrosion and /or rust is found. The repair coating material shall be the same specification as the submitted fender system drawing.

Conditions 3.

Do not use under conditions deviated from the given design criteria.

4.

Do not abuse and misuse. Avoid unauthorized alterations or repairs.

Precaution for Safe Transportation and Keeping 5.

Do not drag the Fender on the oor surface. Do not drop it, crash it nor damage it when handling.

6.

Take extra care of handling so that the Fender cannot be damaged especially at the part of rubber-coated ange, in case of placing the Fender horizontally.

7.

Protect sufficiently so that the Fender cannot be damaged in case of being fixed with ropes.

8.

Do not attach oil and other chemicals to the Fender.

9.

Be careful to keep the Fender away from fire.

Precaution in Installation 10.

Cover the Fender with protective material so that it cannot be damaged, when hanging it with wire ropes.

11.

Do spot welding between the fix bolt and the washer to prevent bolts from being loosened

-SOFTCOPY VERSION-

99


LIST OF REFERENCE EAU 1996, Empfehlungen des Arbeitsausschusses fur Ufereinfassungen (Recommendations of the Committee for Waterfront Structures Harbours and Waterways EAU 1996, 7th English version)


BS 6349: Part 4: 1994, Maritime structures, Code of practice for design of fendering and mooring systems Port Engineering - Volume 1 - Per Bruun KUBO K. (1962):”A New Method for Estimation of Lateral Resistance of Piles”, Report of Port and Harbour Research Institute, Vol. 2, No, 3, 37 p 9 (in Japanese) Technical Standards for Port and Harbour Facilities in Japan (1991): The overseas Coastal Development Instit ute of Japan, pp.156-161 UEDA S, K. TAKAHASHI, S. ISOZAKI, H. SHIMAOKA, S. KIUCHI and H. SHIRATANI (1993), “Design Method of Single Pile Dolphin Made of High Tensile Steel”, Proc. Of Pacific Congress on Marine Science and Technology (PACOM ‘93) 1993.6, pp 446 -475


ROM 0.2 - 90, Actions in the Design of Maritime and Harbor Works, April 1990 PIANC WG 24 (1995): Criteria for Move ments of Moored Vessels in Harbours - A Practical Guide, supplement to Bulletin No.88, 35p. UEDA S. and SHIRAISHI S. (1992), On the Design of Fenders Based on the Vessel Oscillations Moored in Quay Walls, Technical Note of Port and Harbour Research Institute, 55p (in Japanese) PIANC, Report on the International Commission for Improving the Design of Fender System, Supplement to Bulletin No. 45(1984). PIANC 2002, Guidelines For the Des ign of Fender Systems: 2002, Report o f Working Group 33 THORESEN C.A, Port Design, Guidelines and Recommendation, Tapir Publishers, Trondheim, Norway, 1988.



OCIMF, Vessel to vessel transfer guide (Petro leum) 1997 OCIMF, Vessel to vessel transfer guide (Liquefied gases) 1995 SHIGERU UEDA, RYO UMEMURA, SATORU SHIRAISHI, S HUJI YAMAMOTO, YASUHIRO AKAKURA and SEIGI YAMASE, Statistical Design of Fenders, Proceedings of the International Offshore and Polar Engineering Confere nce, June 2001, pp. 583-588


Technical Standards and Commentaries for Port and Harbour Facilities in Japan, 2002 The Overseas Coastal Area Development Institute of Japan.

DISCLAIMER Information contained in this catalogue is for general reference purposes only. The information is provided by Bridgestone and while we endeavo ur to keep the information up to date and correct , we make no representations or warranties of any kind, express or implied, about the completeness, accuracy, reliability, suitability or availability with respect to the catalogue or the information, products, services, or related graphics contained in this document for any purpose. Readers are advised to seek Bridgestone’s confirmation on the specification. Bridgestone reserve the rights to modify and change the information with or without prior notice.




First Published 2013 © COPYRIGHT 2013 BRIDGESTONE CORPORATION. All rights reserved. No part of this catalogue may be reproduced or copied by any means or in any form without the prior written permission of Bridgestone Corporation, Tokyo Japan. -SOFTCOPY VERSION-

A p p e n d i x

-SOFTCOPY VERSION-

1.0. Bridgestone Marine Fender Systems Catalogue Ver. 1.00-Sc

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