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

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DOE-STD-I090-96 (Rev-I)EXHIBIT IPage 1 of4BRIDGE, WAlL. GANTRY CRANE LOAD TEST AND INSPECTIONEQUlPMENTNO, MAKE RATED CAPACITY DATE _LOAD TEST INSPECTION REPORTThe following checklist identifies the items to be inspected prior to the load test. Any unusual conditions observedduring the inspection should be noted in the Remarks section.NOTES: 1. Craftsmen shall initial and date all tests, work, and inspections completed below.2. Qualified inspector shall verify all steps prior to load test.INO, I CRANE ITEM I DEFECT I OK INo.1 CRANE ITEM I DEFECT I~1 Load Hook & Blocks 18 Controllers2 Wire Rope and End 19 Relays and CoilsConnections3 Handrails, Walkways, and 20 ~onductors and CollectorsLadders4 Bridge and Trucks 21 Panel Wiring5 Bridge Wheels and 22 lResistorsBearings6 Trollevand Rails 23 lBypass Switches7 Trolley Wheels and 24 ~mit SwitchesBearings8 Crane Alignment 25 Contactor (Electrical)9 Runway Rail & Clamps 26 Motors10 BumperslEndstops 27 Gauges11 Brake System 28 Ucl1ting System12 !Drive Shafts, Gears, 29 Heater and SwitchesCouplings & Bearings13 Pawls, Ratchets, Spuds, 30 Operator's Cab& Windlocks14 Sheaves 31 Safety15 IWarning Devices 32 Chain and Sprockets16 Capacity Signs 33 Structural17 iMain Disconnect 34 Wire Rope Drum andMachinery FoundationREMARKS (Unusual conditions-noises, structural cracks, misalignment, etc.)7-19Chapter 7Overhead and Gantry Cranes
DOE-STD-1090-96 (Rev-l)EXHIBIT I (continued)Page 2 of4lNITIALBRIDGE CRANE AND FOILOwup CHECKSNOTES: 1. Craftsmen shall initial all steps completed below.2. Qualified inspector shall verify all steps below.3. Load test shall beperformed on all new. extensivelyrepaired, or modified cranes prior to initial use.4. Load test crane at 125% ofrated capacity. In no case shall the load test exceed 125% ofratedcapacity. Test weights shall be accurate to -5%. + 0% ofstipulated values.1. Set crane up for load test and qualified inspector verify inspection is complete prior to load test.2. The trip setting ofhoist-limit devices shall be determined by tests, with an emptyhook travelingat increasing speeds up to the maximum speed. The actuating mechanism ofthe limit deviceshall be located so that it will trip the device under all conditions and in sufficient time to preventcontact ofthe hook or load block with any part ofthe trolley or crane.3. Rig test weight to hoist hook using appropriate slings.4. Hoist the test load a sufficient distance to ensure that the load is supported by the crane and heldby the hoist brakes.5. Transport the test loadbymeans ofthe trolley for the full length ofthe bridge. Ensure duringoperation that the trolley runs true on the bridge. Check trolley motor. brake. and gear case foroverheating.6. Transport the test load by means ofthe bridge for the full length ofthe runway. first in onedirection with the trolley as close to the extreme right-hand end of the crane as practical and nextin the other direction with the trolleyas close to the extreme left-hand end ofthe crane aspractical. Ensure that the bridge runs true on the runwayrails and that no undue girderdeflection occurs. Check for bridge motor, brake. and gear-case overheating.7. Move the test load back into the original position and lower the test load. stopping by the brakes.Hold the load for 10 min or the time required to check all primary load-bearing parts whileunder load for slippage, damage. or permanent deformation.8. Slowly lower the test load to the floor.9. At the completion ofthe load test:. visually inspect the following load-bearing parts for signs ofwear, deformation. and deterioration:Chapter 7Overhead and Gantry Cranes 7-20
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INCH-POUNDDOE STANDARDDOE-STD-1 090
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DISCLAIMERPortions of this document
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DOE-STD-I090-96 (Rev-I)7.5.6 Attach
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DOE-STD-I090-96 (Rev-I)9.2.6.3 Hydr
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DOE-STD-1090-96 (Rev-l)11.2.3.1 6 x
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DOE-STD-1090-96 (Rev-l)13.4.5 Disco
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DOE-STD-I090-96 (Rev-I)15.4.2 Mobil
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DOE-STD-I090-96 (Rev-I)History and
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DOE-STD-I090-96 (Rev-I)Acknowledgme
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DOE-STD-I090-96 (Rev-I)Introduction
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DOE-STD-I090-96 (Rev-I)CHAPTER 1TER
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DOE-STD-I090-96 (Rev-I)CLOSING LINE
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DOE-STD-I090-96 (Rev-I)END CONTROL:
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LIFT, PREENGINEERED PRODUCTION:Repe
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QUALIFIED ENGINEER/QUALIFIEDENGINEE
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DOE-STD-I090-96 (Rev-I)INTENTIONALL
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DOE-STD-I090-96 (Rev-I)2.2 CRITICAL
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DOE-STD-1090-96 (Rev-1)INTENTIONALL
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DOE-STD-I090-96 (Rev-I)3.2 OPERATIO
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DOE-STD-I090-96 (Rev-I)2. Perform a
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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-I090-96 (Rev-I)Exhibit I is
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DOE-STD-I090-96 (Rev-I)EXHIBIT I (c
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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-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·I090·96 (Rev-I)q. Never
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DOE-STD-I090-96 (Rev-I)j. Despite t
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DOE·STD·1090-96 (Rev-1)certificat
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DOE-STD-I090-96 (Rev-I)Exhibits I t
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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-I090-96 (Rev-I)Exhibit I is
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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-!090-96 (Rev-!)EXHIBIT IPag
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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-1090~96 (Rev-l)Consideratio
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DOE-STD-I090-96 (Rev-I)15.4.2.4 Fre
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DOE-STD-I090-96 (Rev-I)4. Corroded
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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-!090-96 (Rev-!)regardless Q
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DOE-STD-1090-96 (Rev-1)EMERGENCY ST
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DOE-STD-I090-96 (Rev-I)so by an app
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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-I090-96 (Rev-I)h. Report an
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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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