GL认可规范
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4.
Instruction/Procedure:
4.1
Range of Application
The present Regulations apply to the approval of manufacturers intending to
supply flash butt welded or upset butt welded anchor chain cables in accordance with
the Rules for Materials of Germanischer Lloyd (GL), and to the approval of the relevant
manufacturing processes. Application of these Regulations to lifting and lashing chains
may be agreed upon.
Regarding the approval of manufacturers of offshore mooring chains, the GL Rules
for Classification and Construction, IV – Offshore Technology, Part 6, Chapter 2,
Section 8, apply.
4.2
Application for Approval
Manufacturers intending to supply chain cables as per 4.1.1 above have to apply
for approval with GL in writing. In the application, the envisaged chain cable grades, the
corresponding steel grades/material specifications, manufacturing process of them
(rolled steels/forgings/cast steels), dimensions and cable supply conditions are to be
indicated. Also, it is to be stated whether cables will be manufactured with or without
studs.
4.3
Documentation
The application for approval is to be accompanied by documentation on
a) Organisation structure and quality assurance system.
b) Steel grades/material specifications for the envisaged chain cable grades, their
chemical composition and mechanical properties.
c) Description of bending/assembling facilities: type of furnaces for heating, method of
bending and bending temperature, heat treatment facilities, machining equipment.
d) Description of welding workshop: equipment, welding procedures, welding process
variables, control of welding parameters.
e) Studs: material, insertion method, welding procedure.
f) Heat treatment: temperature and chain speed for holding times, heating and cooling
rates, quenching and cooling medium after tempering.
g) Capacity and dimensions of the proof load testing machines. Copies of the last
calibration certificate of the proof load testing machines.
h) Testing facilities and equipment for the destructive and non-destructive testing and
dimension measurement, test personnels qualifications for non-destructive testings.
Laboratories for chemical and/or metallographic investigations.
i) Names and addresses for initial material (= prematerial) manufacturers where the mill
does not produce steel itself. The initial material manufacturers shall be approved by GL,
unless their prematerial is used for the manufacture of the products subjected to the
approval tests specified in para 4.5.
4.4
Works Inspection
During a workshop inspection proof is to be furnished to the GL Surveyor that the
facilities required for the proper manufacture and testing of the chain cables are
available. The manufacturing processes and the quality assurance system are to be
presented and explained to the Surveyor.
4.5
Approval Test 4.5.1.
Number of Test Specimens, Scope of Testing and Further Information to be
Submitted
Of each chain cable steel grade, of the largest dimensions two 3- and/or 5-link
test specimens each and at least 7 single links are to be presented and subjected to the
tests specified below:
a)
A complete chain cable length (approx. 27.5 m) is first subjected to 5 – 10 % of the proof
load on the test bench, and the length is to be measured. Then this chain cable length is
subjected to the proof load test.
Subsequently the test load is reduced to approx. 10 % and measurements are to be
carried out, determining the permanent total elongation, the length over 5 cable links as
well as the diameter, outside length and width of 3 links. The elongation must not exceed
5 %. The dimensions must be within the tolerance ranges indicated in the Rules for
Materials. The applied load and all measurements are to be reported.
After the proof load test the individual links of these specimens must be
capable of being moved within an angle of 180° against each other without
any difficulty.
b)
Breaking load test on a 3- or 5- links sample of the chain cable length subsequent to the
proof load test in a). Breaking load, appearance and location of the rupture are to be
reported.
c)
Bending test (crossweld) 120° on two individual links arranged in horizontal position. In
case of larger steel bar diameters a specimen with a semicircle cross sectional area may
be machined of the link with the welding in the middle of the specimen. Bending radius:
for K1 and K2 3x diameter (or thickness), for K3 5x diameter (or thickness).
d)
Tensile test on two round test specimens machined out of the link, one of them having
the weld seam in the middle, the other without seam; specimen form A or B according to