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Part В - Verifications and approval requirements
DIN EN ISO 19901-6
DIN EN 1990
DNV-OS-H101
GL-IV-6
API RP 2A-WSD
GL-IV-2
Petroleum and natural gas industries - Specific requirements for off
shore structures, Part 6: Marine operations
Eurocode 0: Basis of structural design
DNV Offshore Standard - Marine Operations, General
GL Rules for Classification and Construction, IV Industrial services,
Part 6 Offshore Technology
American Petroleum Institute, Recommended Practice - Planning, De
signing, and Constructing Fixed Offshore Platforms - Working Stress
Design
GL Rules and Guidelines, IV Industrial Services, Part 2 Guideline for
the Certification of Offshore Wind Turbines
ISO/DIS 29400 Ships and marine technology - Offshore wind energy - Port and ma
rine operations
Should a machine be used outside its normal field of application, the suitability of this ma
chine shall be verified and certified in accordance with the German Machine Ordinance.
Deviations from the German and international standards and guidelines listed above shall be
submitted to the BSH for approval.
2.5.3 Requirements and required verifications
During the operation of offshore structures, the approval holder shall ensure the integrity of
the structure and that the installation has the lowest possible impact on the environment. In
order to guarantee this, the structures and their components shall be subjected to recurring
inspections and examinations at event-orientated intervals during the whole life cycle of the
structure. These inspections shall be carried out by an independent third party in accordance
with the test and inspection plan and within the scope of the concept for conducting periodic
inspections (please refer to chapters B1.3.5, B4.5 and B5.5.3).
Which parts of the support structure need to be inspected depends on the type of structure
concerned. A differentiation needs to be made here, for example, between concrete and steel
structures.
For the periodic inspections, an object-specific and site-specific checklist (test and inspection
plan) shall be compiled based on the technical documentation. This shall contain object and
site-specific assessment criteria. The test and inspection plan shall primarily include those
parts of the structure relevant to the stability of the whole structure.
The minimum requirements pertaining to the periodic inspections of the support structures
are listed in Table 2-1.
When compiling the inspection plan, components that have a negative effect on humans and/
or the environment in the event of a failure (e. g.: outer rail, platforms, grids, ladders, collecting
basins for environmentally hazardous substances) should also be given due consideration
alongside those support structures listed in Table 2-1.