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BS 6349-3:1988

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by

Maritime structures Design of dry docks, locks, slipways and shipbuilding berths, shiplifts and dock and lock gates

Available format(s)

Hardcopy , PDF

Superseded date

31-12-2013

Superseded by

BS 6349-3:2013

Language(s)

English

Published date

31-08-1988

€348.24
Excluding VAT

Foreword
Committees responsible
Code of practice
Section one. General
1.1 Scope
1.2 Definitions
Section two. Dry docks
2.1 Capacity and dimensions of dry docks
2.2 Siting of dry docks
2.3 Site investigation for dry docks
2.4 Planning of dry dock
2.5 Design of dry dock floors
2.6 Design of dry dock walls
2.7 Dewatering of dry dock
2.8 Filling of dry dock
2.9 Keel and bilge blocks for dry docks
2.10 Dock arms for dry docks
2.11 Ship hauling systems for dry docks
2.12 Electrical services to a dry dock
Section three. Locks
3.1 General
3.2 Capacity and dimensions of locks
3.3 Siting of locks
3.4 Site investigation for locks
3.5 Design of lock structure
3.6 Filling, emptying and sluicing arrangements for
      locks
3.7 Safety precautions for locks
Section four. Slipways and shipbuilding berths
4.1 General
4.2 Loading conditions for slipways and shipbuilding
      berths
4.3 Site investigation for slipways and shipbuilding
      berths
4.4 Design of slipway and shipbuilding berth structures
4.5 Design of carriages for slipways and marine
      railways
4.6 Design of haulage systems for slipways and marine
      railways
Section five. Shiplifts
5.1 General
5.2 Capacity and dimensions of shiplifts
5.3 Siting of shiplift
5.4 Site investigation for shiplifts
5.5 Types of mechanism
5.6 Shiplift platform design
5.7 Ship transfer from and to shiplift
5.8 Supporting structures for shiplifts
Section six. Dock and lock gates
6.1 General
6.2 Factors affecting choice of gate
6.3 Types of gate
6.4 Design of gates
6.5 Gate seals and meeting faces
6.6 Materials for construction of gates
6.7 Maintenance of gates
6.8 Operating equipment and machinery for gates
Figures
1. Cross section of dry dock: depth
2. Cross section of dry dock: width of entrance
3. Cross section of dry dock: width of barrel
4. Length of dry dock
5. Typical arrangement of dry dock cope
6. Cleaning of dry dock floor
7. Keel block loading
8. Bilge block loading
9. Types of dry dock wall construction in reinforced
     concrete
10. Sheet piled dry dock wall with drained dock floor
11. Caissons forming dry dock walls
12. Typical dry dock pumping arrangement
13. Dry dock filling
14. Alternative methods of supporting ships in dry
     dock
15. Typical arrangement of dry dock wall with dock arm
16. Ship hauling systems
17. Shipbuilding berth
18. Gated shipbuilding berth (half-dock)
19. Slipway
20. Marine railway
21. Typical section of side transfer shiplift
22. Typical plan of side transfer shiplift installation
23. Typical section of end transfer shiplift
24. Typical plan of end transfer shiplift installation
25. Typical free-floating gates
26. Typical hinged floating gate
27. Typical sliding caisson gate
28. Typical mitre gates
29. Typical sector gates
30. Typical flap gate
31. Typical strutted flap gate
32. Typical cantilever flap gate
33. Typical intermediate dock gate

Recommendations and guidance related to the support and movement of ships during their construction and repair.

Committee
CB/502
DevelopmentNote
Supersedes 85/14189 DC. (09/2005) Reviewed and confirmed by BSI, December 2011. (11/2011)
DocumentType
Standard
Pages
88
PublisherName
British Standards Institution
Status
Superseded
SupersededBy

BS 6349-1-4:2013 Maritime works General. Code of practice for materials
BS 6349-1-3:2012 Maritime works General. Code of practice for geotechnical design
13/30250705 DC : 0 BS 6349-1-1 - MARITIME WORKS - PART 1-1: GENERAL - CODE OF PRACTICE FOR PLANNING AND DESIGN FOR OPERATION
BS 6349-5:1991 Maritime structures Code of practice for dredging and land reclamation
BS 6349-1-1:2013 Maritime works General. Code of practice for planning and design for operations
BS 6349-8:2007 Maritime structures Code of practice for the design of Ro-Ro ramps, linkspans and walkways
BS 8002:1994 Code of practice for earth retaining structures
BS 6349-7:1991 Maritime structures Guide to the design and construction of breakwaters
09/30093195 DC : 0 BS 6349-2 - MARITIME WORKS - PART 2: CODE OF PRACTICE FOR THE DESIGN OF QUAY WALLS, JETTIES AND DOLPHINS
12/30250709 DC : 0 BS 6349-1-3 - MARITIME WORKS - PART 1-3: CODE OF PRACTICE FOR PLANNING, DESIGN, CONSTRUCTION AND MAINTENANCE OF STRUCTURES SET IN THE MARITIME ENVIRONMENT - GEOTECHNICS
13/30199621 DC : 0 BS 6349-4 - MARITIME STRUCTURES - PART 4: CODE OF PRACTICE FOR DESIGN OF FENDERING AND MOORING SYSTEMS
BS 6349-2:2010 Maritime works Code of practice for the design of quay walls, jetties and dolphins

BS 5930:1981 Code of practice for site investigations
IEC 60502:1994 Extruded solid dielectric insulated power cables for rated voltages from 1 kV up to 30 kV
BS 8110-3(1985) : 1985 STRUCTURAL USE OF CONCRETE - PART 3: DESIGN CHARTS FOR SINGLY REINFORCED BEAMS, DOUBLY REINFORCED BEAMS AND RECTANGULAR COLUMNS
BS 8110-2:1985 STRUCTURAL USE OF CONCRETE - PART 2: CODE OF PRACTICE FOR SPECIAL CIRCUMSTANCES
BS CP1017(1969) : AMD 1540 DISTRIBUTION OF ELECTRICITY ON CONSTRUCTION AND BUILDING SITES
BS 302-1:1987 Stranded steel wire ropes Specification for general requirements
BS 6651:1985 Code of practice for protection of structures against lightning
ISO 4309:2010 Cranes Wire ropes Care and maintenance, inspection and discard
BS 8110-1:1985 Structural use of concrete Code of practice for design and construction
BS CP1013(1965) : LATEST EARTHING
BS 2573-2:1980 Rules for the design of cranes Specification for classification, stress calculations and design of mechanisms
BS 6349-1:1984 Maritime structures General criteria
BS 6349-2:1988 Maritime structures Design of quay walls, jetties and dolphins
BS 302-3:1987 Stranded steel wire ropes Specification for zinc coated ropes for ships
BS 8002:1994 Code of practice for earth retaining structures

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