DOE-STD-1090-96, DOE Standard Hoisting and Rigging Manual ...

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3.3 LIFTING FIXTURESDOE-STD-I090-96 (Rev-I)3.3.1Design3.3.2Fabricationc. Special lifting fixtures and riggingaccessories shall be designed according to recognizedconsensus standards (29 CFR 1910,Occupational Safety and Health Standards forGeneral Industry: 29 CFR 1926, OccupationalSafety and Health Regulations for Construction;ASME B30.9, "Slings," B30.10, "Hooks,"B30.20, "Below-the-Hook Lifting Devices"; etc.)and the lifting fixture design requirements inChapters 12 and 14 ("Rigging Accessories" and"Below-the-Hook Lifting Devices," respectively).d. The designer ofspecial lifting fixtures shallbe:1. A member of a qualified engineeringorganization.2. Qualified in machine design.3. Knowledgeable ofspecial liftingfixture design requirements.e. The designer shall determine therequirements for initial and periodic inspections ortests, including acceptance/rejection criteria andperiodic inspection/test intervals.f. Special lifting fixture designs shall receive adocumented review by another member ofaqualified engineering organization and theresponsible oversight organizations (safety,quality assurance, etc.).g. Deviations in design that may result indesign factors less than consensus standardrequirements shall require documentedjustification and approval ofthe designer'smanager and the manager ofthe responsibleoversight organizations (safety, quality assurance,etc.).h. Applications not specifically addressed inthe ASME standards or in this standard may beapproved by the responsible manager andoversight organizations (safety, quality assurance,etc.) when justification and documentation areprovided and all other provisions ofthis sectionare met.Special lifting fixtures shall be fabricatedaccording to the specifications ofthe approveddesign package.3.3.3Inspection and Testinga. Before initial use ofeach special liftingfixture, a qualified inspector shall perform adocumented acceptance inspection and test on it.This process shall include:1. Verification ofconfiguration of thefixture against the design drawing specifications.2. Nondestructive examination asspecified in the approved design package.3. Proof-testing as specified in theapproved design package.b. Personnel performing the lift shall visuallyinspect special lifting fixtures before use forvisible signs ofwear, deformation, deterioration,or damage. Records are not required.c. A qualified inspector shall conduct periodic,documented inspections as required by the designorganization. These inspections shall includepreuse inspection requirements (visible signs ofwear, deformation, deterioration, or damage) and aformal verification ofthe current configuration ofthe fixture against that specified in the approveddesign package.d. Equipment to be used (cranes, hoists,forklifts, etc.) shall be inspected according to theappropriate section requirements in this standardfor that type ofequipment.3.3.4 Storage, Maintenance,and Controla. Lifting fixture users shall do the following:1. Store special lifting fixtures in anappropriate location to prevent damage ordeterioration.3-3Chapter 3Preengineered Production Lifts
DOE-STD-I090-96 (Rev-I)2. Perform and document periodicpreventive maintenance as required by the designorganization.3. Establish controls to ensure thatspecial lifting fixtures are used only in theoperations for which they were designed.4. Maintain equipment to be used(cranes, hoists, forklifts, etc.) according to theappropriate section requirements in this standardfor that type ofequipment.3.3.5 Modification and Repaira. Modification to special lifting fixtures shallbe designed, approved, and fabricated accordingto Sections 3.3.1 and 3.3.2 ("Design," and"Fabrication," respectively).b. Following modification or repair of aload-bearing element ofa special lifting fixture,the fixture shall be inspected and tested accordingto the initial use requirements in Section 3.3.3,"Inspection and Testing."Chapter]Preengineered Production Lifts 3-4
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Page 3: DISCLAIMERPortions of this document
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DOE-STD-I090-96 (Rev-I)g. Do not lo
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DOE-STD-1090-96 (Rev-l). IN1ENTIONA
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DOE-STD-1090-96 (Rev-l)EXHIBIT I (c
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DOE-STD-I090-96 (Rev-I)EXHIBIT I (c
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DOE-STD-I090-96 (Rev-I)8.3 TESTING
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DOE-STD-I090-96 (Rev-I)Figure 8-3.
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DOE-STD-I090-96 (Rev-I)8.1.1Operato
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DOE-STD-I090-96 (Rev-I)operating co
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DOE-STD-I090-96 (Rev-I)8.2 INSPECTI
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DOE-STD-I090-96 (Rev-I)2. A number
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DOE-STD-!090-96 (Rev-!)iv.Inspect f
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DOE-STD-I090-96 (Rev-I)8.4 MAINTENA
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DOE-STD-I090-96 (Rev-I)d. Do not op
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DOE-STD-I090-96 (Rev-I)Exhibit I is
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DOE-STD-I090-96 (Rev-I)9.5.29.5.39.
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DOE-STD-I090-96 (Rev-I)Table 9-1. S
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DOE-STD-1090-96 (Rev-1)r-1r.ilE3...
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DOE-STD-I090-96 (Rev-I)9.2 INSPECTI
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DOE-STD-I090-96 (Rev-I)d. Evidence
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DOE-STD-I090-96 (Rev-I)before retur
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DOE-STD-I090-96 (Rev-I)9.4 MAINTENA
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DOE-STD-I090-96 (Rev-!)t. Lock carr
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DOE-STD-I090-96 (Rev-I)Figure 9-2.
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DOE-STD-1090-96 (Rev-1)c. Durable s
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DOE-STD-I090-96 (Rev-I)1. Cranel10a
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DOE-STD-I090-96 (Rev-I)IIIIIIIIIIII
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DOE·STD·I090·96 (Rev-I)HOIST. Wi
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DOE-STD-I090-96 (Rev-I)RETRACT 800M
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DOE-STD-1090-96 (Rev-1)10.5.5 Movin
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DOE-STD-I090-96 (Rev-I)10.1.6 Modif
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DOE-STD-I090-96 (Rev-I)1. Class I-l
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DOE-STD-I090-96 (Rev-I)CAUTIONONLY
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DOE-STD-1090-96 (Rev-l)20. To avoid
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DOE-STD-1090-96 (Rev-1)RAISE THE TI
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DOE-STD-I090-96 (Rev-I)INTENTIONALL
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DOE-STD-1090-96 (Rev-l)Table 11-1.
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DOE-STD-I090-96 (Rev-I)11.2 WIRE RO
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DOE-STD-I090-96 (Rev-I)11.3 SLINGS1
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DOE-STD-1090-96 (Rev-1)11.3.1.3 Des
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DOE-STD-I090-96 (Rev-I)Table 11-4.
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DOE-STD-1090-96 (Rev-l)Table 11-8.
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DOE-STD-I090-96 (Rev-I)Angle of cho
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DOE-STD-I090-96 (Rev-I)temperatures
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DOE-STD-I090-96 (Rev-!)7. Locate sl
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DOE·STD·1090-96 (Rev-1)certificat
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DOE-STD-1090-96 (Rev-l)lNTENTIONALL
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DOE-STD-1090-96 (Rev-l)INTENTIONALL
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DOE-STD-I090-96 (Rev-I)Good and Bad
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12.2 RIGGING HOOKSDOE-STD-I090-96 (
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DOE-STD-I090-96 (Rev-I)2. Heavy ser
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DOE-STD-I090-96 (Rev-I)Typical shac
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DOE-STD-I090-96 (Rev-I)• Shoulder
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12.5 TURNBUCKLESDOE-STD-I090-96 (Re
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12.6 LINKS AND RINGSDOE-STD-I090-96
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DOE-STD-I090-96 (Rev-I)12.7 METAL-P
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DOE-STD-1090-96 (Rev-l)13.2 INSPECT
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DOE-STD-I090-96 (Rev-I)13.3 TESTING
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DOE-STD-1090-96 (Rev-l)13.4 NONDEST
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DOE-STD-1090-96 (Rev-1)14.4.4.3 Per
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DOE-STD-I090-96 (Rev-I)14.2 STRUCTU
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DOE-STD-I090-96 (Rev-I)14.2.7 Maint
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DOE-STD-I090-96 (Rev-!)Four-pad pow
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DOE-STD-I090-96 (Rev-I)14.3.5 Testi
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DOE-STD-I090-96 (Rev-I)14.4 MAGNETS
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DOE-STD-I090-96 (Rev-I)1. External
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DOE-STD-I090-96 (Rev-I)instructed b
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DOE-STD-I090-96 (Rev-I)6. Charging
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DOE·STD·I090-96 (Rev-I)15.2 DEFIN
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General note for Figures 15-5 throu
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DOE-STD-I090-96 (Rev-I)LIFT, ORDINA
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DOE-STD-I090-96 (Rev-I)attention to
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DOE-STD-I090-96 (Rev-I)b. Test load
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DOE-STD-1090-96 (Rev-1)EMERGENCY ST
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DOE-STD-I090-96 (Rev-I)Figure 15-13
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DOE-STD-I090-96 (Rev-I)include the
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DOE-STD-1090-96 (Rev-l)the platform
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DOE-STD-!090-96 (Rev-!)fRAISE THE T
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DOE-STD-I090-96 (Rev-I)h. Provide 4
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DOE-STD-1090-96 (Rev-l)ASME B56.7,
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