Foreword
Cooperating organizations
Section one. General
1. Scope
2. References
3. Exchange of information
Section two. Materials for linings
4. General comments on materials
5. Coppers
6. Aluminium bronze
7. Copper nickel alloys
8. Other copper alloys
Section three. Design of vessels and equipment to be
lined
9. Design considerations
10. Materials for vessels
Section four. Design of linings
11. General factors affecting design
12. Types of lining
13. Thickness of lining
Section five. Fabrication techniques
14. General comments on fabrication techniques
15. Preparation of materials
16. Sheet and strip lining
17. Separate fabricated lining
18. Lining by surfacing
19. Integral cladding
20. Filler metals
21. Metallurgical effects at the dissimilar metal
     weld interface
Section six. Inspection, welding procedure, testing,
maintenance and repair
22. General comments
23. Inspection
24. Welding procedure and welder approval tests
25. Testing of vessels
26. Maintenance and repair
Table
1. Recommended filler metals
Figures
1. Typical methods of lining
2. I-section insert for new concrete tank
3. Typical pipe connections through concrete tank wall
4. Typical joints in linings for timber vessels
5. Capped joint (with attachment between lining and
     substrate)
6. Backing groove joint (without attachment between
     lining and substrate to avoid dilution)
7. Inserted backing strip joint (without attachment
     between lining and substrate to avoid dilution)
8. Single joggle joint
9. Double joggle joint
10. Unsupported cover strap joint
11. Joggled cover strap joint
12. Supported cover strap joint
13. Plug weld to attach sheet to substrate
14. Use of steel backing bar to prevent dilution in
     shell closing welds
15. Weld procedure: limited dilution tolerable
     (access from both sides)
16. Alternative weld procedures to restrict dilution
     at clad interface (access from both sides)
17. Alternative weld procedures to eliminate dilution
     at clad interface