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

More documents

Recommendations

Info

DOE-STD-I090-96 (Rev-I)4.1 GENERALa. This chapter specifies the operation, design,testing, and inspection requirements for the use ofpersonnel lift platforms or baskets suspendedfrom mobile or overhead cranes. This chapterimplements the requirements ofASME B30.5,"Mobile Cranes."b. The manager specifically responsible for theoverall work function to be performed shalldetermine that the erection, use, and dismantlingofconventional means ofreaching the work site(i.e., scaffold, ladder, stairway, aerial lift, orelevating work platform) would be morehazardous or is not possible because of structuraldesign or worksite conditions.c. For each personnel lifting procedure, themanager responsible for the task shall authorizethe use ofa crane-suspended work platform andattest to the need for the operation through awritten justification attesting to that need. Astatement describing the operation and its timeframe shall be included. The statement, afterbeing approved by the authorizer, shall be retainedat the job site.d. These special procedures shall be followedwhen lifting personnel:1. The crane shall be inspected dailyprior to lifting personnel, in accordance with therequirements for frequent inspections for the typeofequipment being used.2. The lifting and supporting shall bemade under controlled conditions and under thedirection ofa designated leader. A qualifiedsignaler shall be appointed.3. Prior to use each working shift, thepersonnel lift platform and rigging shall beinspected.4. At each newjob site (and at leastannually) prior to hoisting personnel, thepersonnel platform, rigging, and hook block shallbe proof-tested by a qualified inspector to twicethe personnel platform's rated capacity by holdingit suspended for 5 min with the test load suitablydistributed on the personnel platform. Mterproof-testing, any deficiencies revealed byinspection, or by the prooftest, shall be correctedand another proof-test conducted. Anymodification to the personnel platform or riggingshall require retesting.5. Prior to lifting personnel and after theprooftest, the qualified operator and signaler shallconduct a trial lift with the personnel platformloaded to at least the maximum anticipated load.The trial lift shall be made from ground level (orany other location where employees will enter theplatform) to each location at which the platform isto behoisted and positioned. The designatedleader and the operator shall determine that:i. Crane (mobile) footing isadequate.ii.iii.iv.System controls and safetydevices are activated andfunctioning properly.No interferences exist.Configurations necessary toreach work locations will allowthe crane to remain under50 percent ofrated capacity.NOTE: Materials and tools to be used during theactual lift, ifsecured to prevent displacement, canbe in the platform for the test lift.NOTE: A single trial lift may be performed for alllocations to be reached from a single setupposition.6. The trial lift shall be repeated prior tohoisting employees whenever:i. The crane (mobile) travels or ismoved and set up in a newlocation or returned to apreviously used location.ii.The lift route is changed, unlessthe operator determines that thesafety ofthe hoisted personnel isnot affected.7. A visual inspection ofthe crane,rigging, and personnel platform shall be conductedby a qualified inspector immediately after the triallift, prior to lifting personnel. Any defects found4-1Chapter 4Lifting Personnel
DOE-STD-I090-96 (Rev-I)that create a safetyhazard shall be corrected priorto hoisting personnel.8. Mter the trial lift and just beforehoisting personnel, the platform shall be lifted afew inches and inspected to ensure that it is secureand properly balanced. Personnel shall not behoisted unless the following conditions exist:i. Hoist ropes are free ofkinks.ii.iii.iv.Multiple-part lines are nottwisted around each other.The primary attachment iscentered over the platform.Ropes are properly seated ondrums and sh~ves.9. Prior to the trial lift, a meeting shall beheld with the designated leader, qualified operator,signaler, persons to be lifted, and the personresponsible for overall worksite safety to plan andreview procedures to be followed. Procedures forentering and leaving the personnel platform orother device and the points at which persons willenter and leave the device shall be reviewed.10. Communications between the craneoperator, signaler, and persons being lifted shallbe maintained throughout the lift.11. The employees being hoisted, moved,or positioned shall remain in continuous sight of,and in direct communication with, the operator orsignaler. In situations where direct visual contactwith the operator is not possible and the use ofasignaler would create a hazard for that person,direct communication alone (such as a two-wayradio) may be used.12. Tag lines shall be used unless their usecreates an unsafe condition.13. The crane shall be operated so thatlowering will be power-controlled (no free-fall).14. When welding is done by personnelfrom the platform or basket, the electrode holdersshall be protected from contact with metalcomponents ofthe personnel platform or basket.15. Employees working from a platformshall wear bodybeltslharnesses with lanyardsattached to the lower load block or overhaul ball,or to a structural member within the platform thatis capable ofsupporting a fall impact. Whenworking above water, the requirements of29 CPR1926.106 (Occupational Safety and HealthRegulations for Construction) shall also apply.16. The operator shall remain at thecontrols when the personnel platform is occupied.17. Movement ofthe personnel platformshall be done in a slow, controlled, cautiousmanner with no sudden movements ofit or thecrane. The lifting or lowering speed shall notexceed 100 ft/min (30 m/min).18. The total weight ofthe lifted load(including personnel) shall not exceed 50 percentofthe crane rating under the planned conditions ofuse.19. Suspended personnel platforms shallbe used only for personnel, their tools, andsufficient materials to do their work. They shallnot be used for transporting bulk materials.20. Personnel shall keep all parts of theirbodies inside the suspended personnel platformduring raising, lowering, and positioning to avoidpinch points. Personnel shall not stand on or workfrom the top rail, midrail, or toeboard ofthesuspended personnel platform.21. Ifthe personnel platform cannot belanded, it should be tied to the structure beforepersonnel get offor on.22. Personnel platforms should not beused in winds greater than 15 mph (25 km/h),electric storms, snow, ice, sleet, or other adverseweather Conditions that could affect the safety ofpersonnel.23. Mer the personnel platform ispositioned, all brakes and locks on the lift craneshall be set before personnel perform any work.Chapter 4Lifting Personnel 4-2
Page 1 and 2: INCH-POUNDDOE STANDARDDOE-STD-1 090
Page 3: DISCLAIMERPortions of this document
Page 7 and 8: DOE-STD-I090-96 (Rev-I)7.5.6 Attach
Page 9 and 10: DOE-STD-I090-96 (Rev-I)9.2.6.3 Hydr
Page 11 and 12: DOE-STD-1090-96 (Rev-l)11.2.3.1 6 x
Page 13 and 14: DOE-STD-1090-96 (Rev-l)13.4.5 Disco
Page 15 and 16: DOE-STD-I090-96 (Rev-I)15.4.2 Mobil
Page 18 and 19: DOE-STD-I090-96 (Rev-I)History and
Page 20 and 21: DOE-STD-I090-96 (Rev-I)Acknowledgme
Page 22 and 23: DOE-STD-I090-96 (Rev-I)Introduction
Page 24 and 25: DOE-STD-I090-96 (Rev-I)CHAPTER 1TER
Page 26 and 27: DOE-STD-I090-96 (Rev-I)CLOSING LINE
Page 28 and 29: DOE-STD-I090-96 (Rev-I)END CONTROL:
Page 30 and 31: LIFT, PREENGINEERED PRODUCTION:Repe
Page 32 and 33: QUALIFIED ENGINEER/QUALIFIEDENGINEE
Page 35 and 36: DOE-STD-I090-96 (Rev-I)INTENTIONALL
Page 37 and 38: -----------------------------------
Page 39 and 40: DOE-STD-I090-96 (Rev-I)2.2 CRITICAL
Page 41 and 42: DOE-STD-1090-96 (Rev-1)INTENTIONALL
Page 43 and 44: DOE-STD-I090-96 (Rev-I)3.2 OPERATIO
Page 45 and 46: DOE-STD-I090-96 (Rev-I)2. Perform a
Page 47 and 48: DOE-STD-I090-96 (Rev-I)3.4.4 Approv
Page 49 and 50: DOE-STD-I090-96 (Rev-I)3.6 TRAINING
Page 51: DOE-STD-I090-96 (Rev-I)INTENTIONALL
Page 55 and 56: 4.3 OVERHEAD CRANESDOE-STD-I090-96
Page 57 and 58: DOE-STD-I090-96 (Rev-I)lNTENTIONAIL
Page 61 and 62: DOE-STD-I090-96 (Rev-I)5.2 HOSTILE
Page 63 and 64: DOE-STD-1090-96 (Rev-l)EXHIBIT IHOS
Page 67 and 68: 6.2 QUALIFICATIONDOE-STD-I090-96 (R
Page 69 and 70: 6.2.5Operators of ForkliftTrucksa.
Page 71 and 72: DOE-STD-I090-96 (Rev-I)6.3 TRAINING
Page 73 and 74: DOE-STD-1090-96 (Rev-l)24. Records
Page 75 and 76: 6.4 REQUALIFICATIONDOE-STD-I090-96
Page 77 and 78: -----------------------------------
Page 79 and 80: -----------------------------------
Page 81 and 82: DOE-STD-I090-96 (Rev-!)Gantry Crane
Page 83 and 84: DOE-STD-I090-96 (Rev-I)Crane bridge
Page 85 and 86: DOE-STD-I090-96 (Rev-I)7.2 INSPECTI
Page 87 and 88: DOE-STD-I090-96 (Rev-I)h. Chain-dri
Page 89 and 90: DOE-STD-I090-96 (Rev-I)trouble pers
Page 91 and 92: DOE-STD-I090-96 (Rev-I)7.4 MAINTENA
Page 93 and 94: DOE-STD-I090-96 (Rev-I)HOIST. With
Page 95 and 96: DOE-STD-I090-96 (Rev-I)g. Do not lo
Page 97 and 98: DOE-STD-1090-96 (Rev-l). IN1ENTIONA
Page 99 and 100: DOE-STD-1090-96 (Rev-l)EXHIBIT I (c
Page 101 and 102: DOE-STD-I090-96 (Rev-I)EXHIBIT I (c
Page 103 and 104:
DOE-STD-I090-96 (Rev-I)8.3 TESTING
Page 105 and 106:
DOE-STD-I090-96 (Rev-I)Figure 8-3.
Page 107 and 108:
DOE-STD-I090-96 (Rev-I)8.1.1Operato
Page 109 and 110:
DOE-STD-I090-96 (Rev-I)operating co
Page 111 and 112:
DOE-STD-I090-96 (Rev-I)8.2 INSPECTI
Page 113 and 114:
DOE-STD-I090-96 (Rev-I)2. A number
Page 115 and 116:
DOE-STD-!090-96 (Rev-!)iv.Inspect f
Page 117 and 118:
DOE-STD-I090-96 (Rev-I)8.4 MAINTENA
Page 119 and 120:
DOE-STD-I090-96 (Rev-I)d. Do not op
Page 121 and 122:
DOE-STD-I090-96 (Rev-I)Exhibit I is
Page 123 and 124:
DOE-STD-I090-96 (Rev-I)EXHIBIT I (c
Page 125 and 126:
DOE-STD-I090-96 (Rev-I)9.5.29.5.39.
Page 127 and 128:
DOE-STD-I090-96 (Rev-I)Table 9-1. S
Page 129 and 130:
DOE-STD-1090-96 (Rev-1)r-1r.ilE3...
Page 131 and 132:
DOE-STD-I090-96 (Rev-I)9.2 INSPECTI
Page 133 and 134:
DOE-STD-I090-96 (Rev-I)d. Evidence
Page 135 and 136:
DOE-STD-I090-96 (Rev-I)before retur
Page 137 and 138:
DOE-STD-I090-96 (Rev-I)9.4 MAINTENA
Page 139 and 140:
DOE-STD-I090-96 (Rev-!)t. Lock carr
Page 141 and 142:
DOE-STD-I090-96 (Rev-I)Figure 9-2.
Page 143 and 144:
DOE-STD-1090-96 (Rev-1)c. Durable s
Page 145 and 146:
DOE-STD-I090-96 (Rev-I)1. Cranel10a
Page 147 and 148:
DOE-STD-I090-96 (Rev-I)IIIIIIIIIIII
Page 149 and 150:
DOE·STD·I090·96 (Rev-I)HOIST. Wi
Page 151 and 152:
DOE-STD-I090-96 (Rev-I)RETRACT 800M
Page 153 and 154:
Page 155 and 156:
Page 157 and 158:
Page 159 and 160:
DOE-STD-1090-96 (Rev-1)10.5.5 Movin
Page 161 and 162:
DOE-STD-I090-96 (Rev-I)10.1.6 Modif
Page 163 and 164:
DOE-STD-I090-96 (Rev-I)1. Class I-l
Page 165 and 166:
DOE-STD-I090-96 (Rev-I)CAUTIONONLY
Page 167 and 168:
-- ----------------------------10.4
Page 169 and 170:
DOE-STD-1090-96 (Rev-l)20. To avoid
Page 171 and 172:
DOE-STD-1090-96 (Rev-1)RAISE THE TI
Page 173 and 174:
-- -----------DOE-STD-I090-96 (Rev-
Page 175 and 176:
Page 177 and 178:
DOE-STD-I090-96 (Rev-I)INTENTIONALL
Page 179 and 180:
DOE-STD-1090-96 (Rev-l)Table 11-1.
Page 181 and 182:
DOE-STD-I090-96 (Rev-I)11.2 WIRE RO
Page 183 and 184:
-~ --~---------------------------DO
Page 185 and 186:
DOE-STD-I090-96 (Rev-I)11.3 SLINGS1
Page 187 and 188:
DOE-STD-1090-96 (Rev-1)11.3.1.3 Des
Page 189 and 190:
DOE-STD-I090-96 (Rev-I)Table 11-4.
Page 191 and 192:
Page 193 and 194:
DOE-STD-1090-96 (Rev-l)Table 11-8.
Page 195 and 196:
DOE-STD-I090-96 (Rev-I)Angle of cho
Page 197 and 198:
DOE-STD-I090-96 (Rev-I)temperatures
Page 199 and 200:
DOE-STD-I090-96 (Rev-!)7. Locate sl
Page 201 and 202:
-------------------DOE-STD-I090-96
Page 203 and 204:
-_.._-----~------------DOE-STD-I090
Page 205 and 206:
Page 207 and 208:
DOE·STD·I090·96 (Rev-I)q. Never
Page 209 and 210:
DOE-STD-I090-96 (Rev-I)j. Despite t
Page 211 and 212:
Page 213 and 214:
DOE·STD·1090-96 (Rev-1)certificat
Page 215 and 216:
DOE-STD-I090-96 (Rev-I)Exhibits I t
Page 217 and 218:
DOE-STD-1090-96 (Rev-l)lNTENTIONALL
Page 219 and 220:
------DOE-STD-I090-96 (Rev-I)EXHIBI
Page 221 and 222:
Page 223 and 224:
DOE-STD-1090-96 (Rev-l)INTENTIONALL
Page 225 and 226:
-----------------------------------
Page 227 and 228:
DOE-STD-I090-96 (Rev-I)Good and Bad
Page 229 and 230:
12.2 RIGGING HOOKSDOE-STD-I090-96 (
Page 231 and 232:
DOE-STD-I090-96 (Rev-I)2. Heavy ser
Page 233 and 234:
DOE-STD-I090-96 (Rev-I)Typical shac
Page 235 and 236:
DOE-STD-I090-96 (Rev-I)• Shoulder
Page 237 and 238:
12.5 TURNBUCKLESDOE-STD-I090-96 (Re
Page 239 and 240:
12.6 LINKS AND RINGSDOE-STD-I090-96
Page 241 and 242:
DOE-STD-I090-96 (Rev-I)12.7 METAL-P
Page 243 and 244:
Page 245 and 246:
---------------------------DOE-STD-
Page 247 and 248:
Page 249 and 250:
DOE-STD-1090-96 (Rev-l)13.2 INSPECT
Page 251 and 252:
DOE-STD-I090-96 (Rev-I)13.3 TESTING
Page 253 and 254:
DOE-STD-1090-96 (Rev-l)13.4 NONDEST
Page 255 and 256:
-------------------------------~--1
Page 257 and 258:
-----------------------------------
Page 259 and 260:
DOE-STD-1090-96 (Rev-1)14.4.4.3 Per
Page 261 and 262:
DOE-STD-I090-96 (Rev-I)14.2 STRUCTU
Page 263 and 264:
.----------------------------------
Page 265 and 266:
DOE-STD-I090-96 (Rev-I)14.2.7 Maint
Page 267 and 268:
DOE-STD-I090-96 (Rev-!)Four-pad pow
Page 269 and 270:
DOE-STD-I090-96 (Rev-I)14.3.5 Testi
Page 271 and 272:
DOE-STD-I090-96 (Rev-I)14.4 MAGNETS
Page 273 and 274:
DOE-STD-I090-96 (Rev-I)1. External
Page 275 and 276:
DOE-STD-I090-96 (Rev-I)instructed b
Page 277 and 278:
- ---------------------------------
Page 279 and 280:
DOE-STD-I090-96 (Rev-I)6. Charging
Page 281 and 282:
DOE-STD-!090-96 (Rev-!)EXHIBIT IPag
Page 283 and 284:
-------------------~---------------
Page 285 and 286:
DOE·STD·I090-96 (Rev-I)15.2 DEFIN
Page 287 and 288:
General note for Figures 15-5 throu
Page 289 and 290:
DOE-STD-I090-96 (Rev-I)LIFT, ORDINA
Page 291 and 292:
DOE-STD-1090~96 (Rev-l)Consideratio
Page 293 and 294:
DOE-STD-I090-96 (Rev-I)15.4.2.4 Fre
Page 295 and 296:
DOE-STD-I090-96 (Rev-I)4. Corroded
Page 297 and 298:
DOE-STD-I090-96 (Rev-I)attention to
Page 299 and 300:
DOE-STD-I090-96 (Rev-I)b. Test load
Page 301 and 302:
DOE-STD-!090-96 (Rev-!)regardless Q
Page 303 and 304:
DOE-STD-1090-96 (Rev-1)EMERGENCY ST
Page 305 and 306:
DOE-STD-I090-96 (Rev-I)so by an app
Page 307 and 308:
DOE-STD-I090-96 (Rev-I)Figure 15-13
Page 309 and 310:
Page 311 and 312:
Page 313 and 314:
DOE-STD-I090-96 (Rev-I)include the
Page 315 and 316:
DOE-STD-1090-96 (Rev-l)the platform
Page 317 and 318:
DOE-STD-I090-96 (Rev-I)h. Report an
Page 319 and 320:
DOE-STD-!090-96 (Rev-!)fRAISE THE T
Page 321 and 322:
DOE-STD-I090-96 (Rev-I)h. Provide 4
Page 323 and 324:
DOE-STD-1090-96 (Rev-l)ASME B56.7,
Page 325 and 326:
show all

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

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?