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

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DOE-STD-I090-96 (Rev-I)b. In those cases where the crane operatorcannot see the signaler, a second person (relaysignaler) shall be stationed where he or she cansee both the signaler and the crane operator andcan relay the signals to the operator. The relaysignaler shall also be clearly identified by theitems described in the previous paragraph.c. Where voice (direct or two-way radio)communication is used, the signaler shallcommunicate directly with the operator, notthrough a third person.d. The operator shall obey signals only fromthe designated signaler. Obey a STOP siena1 nomaYer who gives it.9.5.6Size of LoadThe crane shall not be loaded beyond its ratedcapacity, except for authorized testing describedin Section 9.3.9.5.7 Attaching the Loada. Ensure that the hoist rope is free from kinksor twists. Do not wrap the hoist rope around theload.b. Ensure that the load is attached to theload-block hook by means of slings or otherapproved devices.c. Take care to make certain that the slingclears all obstacles.9.5.8Moving the Loada. The appointed person directing the lift shallmake certain that the load is well secured andproperly balanced in the sling or lifting devicebefore it is lifted more than a few inches.b. Before starting to hoist, note the followingconditions:1. Hoist rope shall not be kinked.2. Multiple-part lines shall not be twistedaround each other.3. The hook shall be positioned above thecenter ofgravity ofthe load in such a manner as tominimize swinging when the load is lifted.4. Following any slack-rope condition, itshould be determined that the rope is properlyseated on the drum and in the sheaves.5. All personnel including the qualifiedrigger shall be clear ofthe load.c. During hoisting, take care to ensure that:1. There is no sudden acceleration ordeceleration of the moving load.2. Load does not contact anyobstructions. A "dry run" shall be conducted inareas where clearance is limited.d. Cranes sball not be used for side pulls,except when specifically authorized by adesignated person who has determined that thestability ofthe crane is not endangered and thatvarious parts ofthe crane will not be overstressed.e. Avoid carrying loads over people.f. Test the brakes each time a load approachingthe rated capacity is handled byraising the load afew inches and applying the brakes.g. Do not lower the load below the point whereless than two full wraps ofrope remain on thehoist drum.h. Do not leave your position at the controlswhile the load is suspended, unless required to doso by an approved emergency procedure.i. Work on suspended loads is prohibitedunder normal conditions. When the responsiblemanager decides that it is necessary to work on asuspended load, guidelines for ensuring safety ofthe work shall be established through consultationwith the appropriate safety organization.Suspended loads that must be worked on shall besecured against unwanted movement.j. Tag lines should be used as required toguide, snub, or otherwise control the load.9-23Chapter 9Mobile Cranes
DOE·STD·I090·96 (Rev-I)HOIST. With forearm vertical,forefinger pointing up, move hand insmall horizontal circles.LOWER. With arm extendeddownward, forefinger pointing down,move hand in small horizontal circles.USE MAIN HOIST. Tap fist on head,then use re ular si nals.. -.-.- ,.-,..~~""/11USE WHIPLINE (Auxiliary Hoist). Tapelbow with one hand, then use regularsi nals.RAISE BOOM. Extend arm, fingersclosed, thumb ointin u ward.LOWERBOOM. Extend arm, fingersclosed, thumb ointin downward.MOVE SLOWLY. Use one hand togive any motion signal and place otherhand motionless above the handgMng the motion signal. (Hoist slowlyshown as exam Ie.jj'lA\'RAISE THE BOOM AND LOWERTHE LOAD. With arm extended,thumb pointing up, flex fingers in andout as long as load movement isdesired.LOWER THE BOOM AND RAISETHE LOAD. With arm extended,thumb pointing down, tlexfingers inand out as long as load movement isdesired.Figure 9-6. Standard hand signals for controlling mobile crane operation.Chapter 9Mobile Cranes 9-24
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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)3.4.4 Approv
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DOE-STD-I090-96 (Rev-I)3.6 TRAINING
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DOE-STD-I090-96 (Rev-I)that create
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4.3 OVERHEAD CRANESDOE-STD-I090-96
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DOE-STD-I090-96 (Rev-I)lNTENTIONAIL
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DOE-STD-I090-96 (Rev-I)5.2 HOSTILE
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DOE-STD-1090-96 (Rev-l)EXHIBIT IHOS
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6.2 QUALIFICATIONDOE-STD-I090-96 (R
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6.2.5Operators of ForkliftTrucksa.
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DOE-STD-I090-96 (Rev-I)6.3 TRAINING
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DOE-STD-1090-96 (Rev-l)24. Records
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6.4 REQUALIFICATIONDOE-STD-I090-96
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DOE-STD-I090-96 (Rev-!)Gantry Crane
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DOE-STD-I090-96 (Rev-I)Crane bridge
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DOE-STD-I090-96 (Rev-I)7.2 INSPECTI
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DOE-STD-I090-96 (Rev-I)h. Chain-dri
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DOE-STD-I090-96 (Rev-I)trouble pers
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DOE-STD-I090-96 (Rev-I)7.4 MAINTENA
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DOE-STD-I090-96 (Rev-I)HOIST. With
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DOE-STD-I090-96 (Rev-I)g. Do not lo
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DOE-STD-I090-96 (Rev-!)7. Locate sl
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DOE-STD-I090-96 (Rev-I)Table 11-13.
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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-I090-96 (Rev-I)Table 11-14.
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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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