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.
|
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
|
Primary welds or welds connected to primary
components
|
C or higher
|
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.
|
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
|
|
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’
|
|
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.
|