Section 
                     12 Materials and fabrication
                  
                  
                  
                  
                  
                  
                  
                     
                        
                         
                        12.1 General
                        
                        
                        
                        
                           
                           
                           
                           
                           
                              
                              
                              12.1.2 Manufacturers of OPTS and components shall have a suitable quality
                                 management (QM) system as per the requirements of ISO 9001 Quality management
                                    systems – Requirements in place. The manufacturer’s QM system shall be
                                 certified by an accredited certification body.
                               
                              
                              
                            
                           
                           
                         
                        
                        
                      
                     
                   
                  
                     
                        
                         
                        12.2 Material selection
                        
                        
                        
                        
                           
                           
                           
                           
                           
                              
                              
                              12.2.2 Certified OPTS shall, as a minimum, be constructed of material which
                                 complies with a recognised National or International Standard provided the
                                 requirements are equivalent to LR’s Rules for the Manufacture, Testing and Certification of Materials, July 2022, but where the approval and survey requirements will
                                 not comply with the requirements of Ch  1 General Requirements and Section 1 of subsequent
                                 Chapters, of the Rules for the Manufacture, Testing and Certification of Materials, July 2022, materials may be subject to
                                 additional testing under LR survey prior to acceptance for any project at the
                                 discretion of the Surveyor. Reference is made to Ch  1,  1.6 Materials and fabrication 1.6.1  of the Code for Lifting Appliances in a Marine Environment, July 2022.
                               
                              
                              
                            
                           
                           
                           
                           
                           
                           
                              
                              
                              12.2.4 The materials shall be delivered in the hot finished condition and shall be of the
                                 fine grain steel type.
                               
                              
                              
                            
                           
                           
                           
                              
                              
                              12.2.5 Carbon steel bolts are to be specified in accordance with ISO 898
                                 Mechanical properties of fasteners made of carbon steel and alloy steel –
                                    Part 1: Bolts, screws and studs with specified property classes – Coarse thread
                                    and fine pitch thread. Bolts are to be selected within the range 8.8 to 10.9
                                 (inclusive). Bolt materials in other materials such as stainless steels are to be
                                 specified in accordance with a recognised National or International Standard. The
                                 required level of certification for bolts is given in Ch  1,  12.8 Documentation.
                               
                              
                              
                            
                           
                           
                           
                           
                           
                           
                              
                              
                              12.2.7 The application of aluminium or composite materials will be specially considered.
                               
                              
                              
                            
                           
                           
                           
                              
                              
                              12.2.8 A suitable corrosion protection system is to be selected and applied by
                                 the designer/manufacturer depending on the expected corrosivity environment. If a
                                 protective paint system has been selected it shall comply with the requirements of
                                 the applicable parts of ISO 12944 Paints and varnishes – Corrosion protection of
                                    steel structures by protective paint systems. If there is no corrosivity
                                 category agreed between the Owner/Operator and the designer/manufacturer the
                                 corrosivity category ‘CX’ as defined in ISO 12944 Paints and varnishes –
                                    Corrosion protection of steel structures by protective paint systems shall
                                 be selected. All items and areas are to be sufficiently protected against corrosion
                                 for the agreed protection duration of the system. If there is no protection duration
                                 agreed between the Owner/Operator and the designer/manufacturer the durability range
                                 ‘H’ (as a minimum) as defined in ISO 12944 Paints and varnishes – Corrosion
                                    protection of steel structures by protective paint systems shall be
                                 selected. If the system is to be operated beyond the agreed protection duration or
                                 the duration of the durability range of ISO 12944 Paints and varnishes –
                                    Corrosion protection of steel structures by protective paint systems,
                                 additional maintenance inspections are to be carried out and appropriate defect
                                 criteria are to be defined in the maintenance section of the instruction for
                                 use.
                               
                              
                              
                            
                           
                           
                         
                        
                        
                      
                     
                   
                  
                     
                        
                         
                        12.3 Brittle fracture
                        
                        
                        
                        
                           
                           
                           
                           
                           
                              
                              
                              12.3.2 As an alternative to the requirements of Ch  1,  12.3 Brittle fracture 12.3.1, proposals to use
                                 engineering critical assessment approaches, to establish that fracture toughness
                                 requirements have been addressed, will be subject to special consideration. The
                                 designer shall contact LR in the early stages of the projects regarding acceptance
                                 of such proposals.
                               
                              
                              
                            
                           
                           
                           
                              
                              
                              12.3.3 Proposals for resistance against brittle fracture for minimum design temperatures
                                 (MDT) below -40°C will be specially considered.
                               
                              
                              
                            
                           
                           
                         
                        
                        
                      
                     
                   
                  
                     
                        
                         
                        12.4 ‘Z’ grade steel
                        
                        
                        
                        
                           
                           
                              
                              
                              12.4.1 The use of ‘Z’ grade steel is recommended where the structural steel is subjected to
                                 tension stresses in the through thickness direction (e.g. cruciform or t-shape
                                 joints).
                               
                              
                              
                            
                           
                           
                           
                           
                           
                         
                        
                        
                      
                     
                   
                  
                     
                        
                         
                        12.5 Minimum thickness
                        
                        
                        
                        
                           
                           
                              
                              
                              12.5.1 The minimum thicknesses are to be in compliance with Table 1.12.1 Minimum material thickness.
                               
                              
                              
                              
                              
                                 
                                 
                                 
                                    Table 1.12.1 Minimum material thickness
                                    
                                       
                                          
                                             | Type
                                                   of structural member
                                                 | 
                                             Minimum thickness
                                                 | 
                                           
                                          
                                             | Critical structure
                                                
                                              | 
                                             6 mm see Note
                                                
                                              | 
                                           
                                          
                                             | Primary structure
                                                
                                              | 
                                             4 mm
                                                
                                              | 
                                           
                                          
                                             | Secondary structure
                                                
                                              | 
                                             4 mm
                                                
                                              | 
                                           
                                          
                                             | 
                                                
                                                 Note Lower thicknesses will be specially considered if
                                                   acceptable technical justification is provided and the
                                                   proposed thickness is specifically addressed in the risk
                                                   assessment, e.g. taking account of the robustness
                                                   (structural member size related to thickness) of the
                                                   structural design detail which is employing the lower
                                                   thickness. 
                                                 
                                                
                                                
                                                
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                              12.5.2 The minimum bolt size for critical and primary structural components shall be M12.
                                 The application of smaller bolt sizes will be specially considered.
                               
                              
                              
                            
                           
                           
                         
                        
                        
                      
                     
                   
                  
                     
                        
                         
                        12.6 Fabrication
                        
                        
                        
                        
                           
                           
                           
                           
                           
                           
                           
                           
                              
                              
                              12.6.3 OPTS are required to be built under survey of an LR Surveyor in case certification or
                                 classification is requested.
                               
                              
                              
                            
                           
                           
                           
                              
                              
                              12.6.4 Before fabrication commences an Inspection and Test Plan (ITP) shall be prepared by
                                 the designer/manufacturer. This ITP shall be further discussed and agreed between
                                 the designer/manufacturer of the OPTS (or its components) and the attending Lloyd’s
                                 Register Surveyor. The ITP shall meet the requirements of this document.
                               
                              
                              
                            
                           
                           
                           
                           
                           
                           
                              
                              
                              12.6.6 Any classification and acceptance criteria of weld imperfections shall be
                                 in accordance with ISO 5817 Welding – Fusion-welded joints in steel, nickel,
                                    titanium and their alloys (beam welding excluded) – Quality levels for
                                    imperfections.
                               
                              
                              
                            
                           
                           
                           
                              
                              
                              12.6.7 The quality level of critical, primary and secondary welds and weld
                                 connections between critical, primary and secondary components shall be in
                                 compliance with Table 1.12.2 Weld quality
                                    levels.
                               
                              
                              
                              
                              
                                 
                                 
                                 
                                    Table 1.12.2 Weld quality
                                          levels
                                    
                                       
                                          
                                             | Welds and weld connections between
                                                   components
                                                 | 
                                             Quality level
                                                 Note 
                                                
                                                
                                              | 
                                           
                                          
                                             | Critical welds or welds connected to critical
                                                components
                                                
                                              | 
                                             B
                                                
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                                             | Primary welds or welds connected to primary
                                                components
                                                
                                              | 
                                             C or higher
                                                
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                                             | Secondary welds or welds connected to secondary
                                                components
                                                
                                              | 
                                             D or higher
                                                
                                              | 
                                           
                                          
                                             | 
                                                
                                                 Note  The
                                                   quality levels are defined in ISO 5817 Welding –
                                                      Fusion-welded joints in steel, nickel, titanium and
                                                      their alloys (beam welding excluded) – Quality levels
                                                      for imperfections.
                                                 
                                                
                                                
                                                
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                              12.6.8 Concerning welds subject to fatigue, reference is made to Annex C of ISO
                                 5817 Welding – Fusion-welded joints in steel, nickel, titanium and their alloys
                                    (beam welding excluded) – Quality levels for imperfections.
                               
                              
                              
                            
                           
                           
                           
                              
                              
                              12.6.9 The designer/manufacturer should have a system of dimensional checks in place
                                 ensuring that the components and the system as a whole will be built in accordance
                                 with the approved plans.
                               
                              
                              
                            
                           
                           
                           
                              
                              
                              12.6.10 The agreed corrosion protection system is to be applied in accordance with the agreed
                                 specification and manufacturer’s recommendations.
                               
                              
                              
                            
                           
                           
                         
                        
                        
                      
                     
                   
                  
                     
                        
                         
                        12.7 Repairs
                        
                        
                        
                        
                           
                           
                           
                           
                           
                           
                           
                           
                              
                              
                              12.7.3 The following two types of repair shall be distinguished. Repairs necessary due
                                 to:
                               
                              
                              
                              
                                 - damages occurring during construction; and
 
                                 - in-service or out-of-service damages of completed OPTS.
 
                               
                              
                              
                            
                           
                           
                           
                              
                              
                              12.7.4 In cases of damages occurring during construction the root cause of damage may be
                                 evaluated in order to avoid reoccurrence. LR shall be contacted to carry out a
                                 survey of the damage.
                               
                              
                              
                            
                           
                           
                           
                           
                           
                           
                           
                           
                           
                              
                              
                              12.7.7 The details of the repair and the repair procedure shall be discussed and
                                 agreed with the attending Surveyor before commencing the repair.
                               
                              
                              
                            
                           
                           
                           
                              
                              
                              12.7.8 The materials used in the repair shall be the same as the original specification. Any
                                 deviations from the originally approved materials shall be agreed with LR and as a
                                 minimum provide equivalence with those of the original approved design and shall
                                 comply with the requirements of these Rules.
                               
                              
                              
                            
                           
                           
                         
                        
                        
                      
                     
                   
                  
                     
                        
                         
                        12.8 Documentation
                        
                        
                        
                        
                           
                           
                              
                              
                              12.8.1 The designer/manufacturer of the OPTS shall have a system in place which ensures that
                                 all raw materials can be traced from purchasing to receipt at the manufacturer’s
                                 works until being used in the OPTS construction.
                               
                              
                              
                            
                           
                           
                           
                              
                              
                              12.8.2 The required documentation for the materials used in classed OPTS
                                 applications is provided in Table 1.12.3 Material documentation for classed applications. See
                                 Ch  1,  1.6 Classification procedure.
                               
                              
                              
                              
                              
                                 
                                 
                                 
                                    Table 1.12.3 Material documentation for classed applications
                                    
                                       
                                          
                                             | Type of structural
                                                   member
                                                 | 
                                             Documentation
                                                 | 
                                           
                                          
                                             | Critical structural component
                                                
                                              | 
                                             ‘LR Certificate’ or ‘Manufacturer’s
                                                Certificate validated by LR’ 
                                                
                                              | 
                                           
                                          
                                             | Primary structural component
                                                
                                              | 
                                             ‘Manufacturer’s Certificate’
                                                (equivalent to EN 10204, inspection certificate 3.1)
                                                
                                              | 
                                           
                                          
                                             | Secondary structural component
                                                
                                              | 
                                             EN 10204, test report 2.2
                                                
                                              | 
                                           
                                          
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                              12.8.3 The required documentation for the materials used in certified OPTS
                                 applications is provided in Table 1.12.4 Material documentation for certified applications. See
                                 Ch  1,  1.7 Certification procedure.
                               
                              
                              
                              
                              
                                 
                                 
                                 
                                    Table 1.12.4 Material documentation for certified applications
                                    
                                       
                                          
                                             | Type
                                                   of structural member
                                                 | 
                                             Documentation
                                                 | 
                                           
                                          
                                             | Critical
                                                structural component
                                                
                                              | 
                                             ‘Manufacturer’s Certificate’ (equivalent to EN 10204,
                                                inspection certificate 3.1)
                                                
                                              | 
                                           
                                          
                                             | Primary
                                                structural component
                                                
                                              | 
                                             ‘Manufacturer’s Certificate’ (equivalent to EN 10204,
                                                inspection certificate 3.1)
                                                
                                              | 
                                           
                                          
                                             | Secondary
                                                structural component
                                                
                                              | 
                                             EN 10204,
                                                test report 2.2
                                                
                                              | 
                                           
                                          
                                             | Slewing
                                                ring and fasteners
                                                
                                              | 
                                             ‘LR
                                                Certificate’ or ‘Manufacturer’s Certificate validated by
                                                LR’
                                                
                                              | 
                                           
                                          
                                             | 
                                                
                                                
                                                
                                                
                                                
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                              12.8.4 Any deviation from the above given documentation requirements shall be agreed with LR
                                 prior to any material being ordered for the actual project.
                               
                              
                              
                            
                           
                           
                         
                        
                        
                      
                     
                   
                
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