GBT554-2008 Marine Bollard Type A - Marine Bollard - Hi-sea

GBT554-2008 Marine Bollard Type A


GBT554-2008 Marine Double Bollard Type A

Introduction:

There are five types of GB T 554-2008 GBT554-2008 is a Chinese standard that specifies the technical requirements and testing methods for marine bollards. Type A marine bollards are a type of single bitt bollard that are typically used for mooring vessels in ports or other marine environments.
According to the standard, a Type A marine bollard should be made of cast iron or cast steel, with a nominal diameter ranging from 100mm to 800mm. The bollard should be designed and manufactured to withstand a specified load, depending on its size. For example, a 100mm bollard should be able to withstand a load of 20 kN, while a 800mm bollard should be able to withstand a load of 800 kN.
The bollard should also be designed with certain dimensions and angles, including the height of the bollard, the diameter of the mounting hole, and the angle of the bollard head. These dimensions are specified in the standard and are intended to ensure that the bollard is compatible with standard mooring ropes and can effectively secure a vessel in place.
In addition, the standard specifies certain testing methods that should be used to ensure that the bollard meets the required load capacity and other performance criteria. These tests include a proof load test, a hardness test, and a visual inspection to check for any defects or damage.
Overall, the Type A marine bollard specified in GBT554-2008 is a robust and reliable mooring solution designed to withstand the harsh marine environment and keep vessels secure while they are docked or anchored.

Drawings of GBT554-2008 Marine Bollard Type A:


Parameters of GBT554-2008 Marine Bollard Type A:

Form 1-1:

Nomianal

size

SWL

(KN)

Pillar

D

D1

h1

h2

H

H1

t

t1

t2

100

29

114

145

40

6

196

150

10

6

7

125

39

140

180

50

6

246

190

10

6

8

160

49

168

210

60

8

316

250

10

6

9

200

78

219

270

70

8

378

300

10

8

9

250

118

273

335

80

8

470

380

11

10

9

315

196

325

390

105

10

597

480

15

12

9

355

255

351

420

120

10

663

530

17

13

12

400

314

402

480

135

10

749

600

18

14

12

450

382

450

545

145

10

841

680

19

16

12

500

451

508

610

160

12

928

750

20

18

12

560

549

560

670

175

12

1025

830

22

20

12

630

686

610

730

190

12

1152

940

24

22

12

710

804

712

840

220

14

1294

1050

25

24

12

800

981

813

940

255

14

1480

1200

26

25

12

Form 1-2:

Nomianal

size

Base

Weight

A

B

h

>=

l

L

R

t3

>=

Stiffener

k

(kg)

100

250

165

50

70

445

15

6

6x40

4

19

125

315

195

60

100

540

15

6

6x50

4

29

160

400

225

70

145

670

20

6

6x60

4

45

200

500

290

85

160

860

25

8

8x70

6

80

250

630

360

100

215

1065

30

10

10x80

8

141

315

800

430

125

325

1300

35

12

12x105

10

264

355

890

480

145

360

1475

40

13

13x120

10

358

400

1000

550

160

400

1630

45

14

14x135

10

499

450

1130

620

170

450

1840

50

16

16x145

12

680

500

1250

690

190

500

2040

55

18

18x160

12

911

560

1380

750

210

560

2240

60

20

20x175

14

1208

630

1570

820

225

680

2510

70

22

22x190

14

1601

710

1750

960

260

710

2840

80

24

24x220

16

2252

800

2000

1100

295

810

3240

80

25

25x255

16

3071

Note: The mass is calculated when the height of the base is equal to h.

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