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

More documents

Recommendations

Info

DOE·STD·I090-96 (Rev-I)12.4 EYEBOLTSa. Eyebolts used for hoisting shall be fabricatedfrom forged carbon or alloy steel.b. Eyebolts shall have a minimum design factorof5:1. The vertical safe-working load shall beforged, stamped, or inscribed into each eyebolt bythe manufacturer or the owner. A permanentlyattached metal tag bearing the same informationmay also be used.c. Eyebolts shall have Class n fit and have aminimum ofone-and-one-half diameters threadengagement. Nuts on through-eyebolts shall beself-locking or shall be secured with lock wires orother suitable means to prevent loosening.d. The following shall apply to eyebolt users:e. Use shouldered eyebolts for all applications,except where it is not possible due to theconfiguration ofthe item to be lifted. See Figure12-3. When unshouldered eyebolts are used, donot use nuts, washers, and drilled plates to makeshouldered eyebolts.f. Do not use wire-type or welded eyebolts inDOE-lifting operations.g. Ensure shoulders seat snugly against thesurface on which they bear.h. Spacers may be used, ifnecessary, to ensureproper seating ofthe eyebolt. Use a flat spacer nothicker than 1/16 ofthe outside diameter andapproximately the same diameter as the maximumaxis of the eyebolt shoulder with the smallestinside diameter that will fit the eyebolt shank.i. Spot-face or slightly counterbore the surfaceofthe item to which the eyebolt is fastened to theminimum depth needed for cleanup of the surfaceand complete bearing ofthe shoulder or spacer onthe bearing surface.j. Carefully inspect each eyebolt before use.Visually inspect the hole to ensure that there hasbeen no deformation. Check the condition ofthethreads in the hole to ensure that the eyebolt willsecure and the shoulder can be brought downsnug. Destroy eyebolts that are cracked, bent, orhave damaged threads.k. Ensure that the shank ofthe eyebolt is notundercut and is smoothly radiused into the planeofthe shoulder or the contour of the ring fornonshouldered eyebolts.l. When more than one eyebolt is used inconjunction with multiple-leg rigging, spreaderbars, lifting yokes, or lifting beams should be usedto eliminate angular lifting. However, wherespreaders, yokes, or beams cannot be used,eyebolts may be used for angular lifting, providedthat the limiting conditions in Table 12-3 areconsidered. An angular lift is any lift in which thelifting force is applied at any angle to thecenterline ofthe shank ofthe eyebolt.m. Where nonshouldered eyebolts must be usedfor a critical lift, ensure that an engineeringanalysis ofthe loading and load vectors is madeand approved before use. Minimize the anglebetween the sling and the eyebolt axis. In no caseshall the eyebolt loading exceed the values shownin Table 12-3.12-11Chapter 12Rigging Accessories
DOE-STD-I090-96 (Rev-I)• Shouldered • UnshoulderedUnsafe(bent)Unsafe(no shoulderand open hook)• Safe(Shoulder isseated snuglyagainst surface)• Unsafe(Shoulder is notseated snuglyagainst surface)Figure 12-3. Eyebolts.Chapter 12Rigging Accessories12-12
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 and 52:
Page 53 and 54:
DOE-STD-I090-96 (Rev-I)that create
Page 55 and 56:
4.3 OVERHEAD CRANESDOE-STD-I090-96
Page 57 and 58:
DOE-STD-I090-96 (Rev-I)lNTENTIONAIL
Page 59 and 60:
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 65 and 66:
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:
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:
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:
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:
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:
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:
DOE-STD-I090-96 (Rev-I)Exhibit I is
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:
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 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 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 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: DOE-STD-I090-96 (Rev-I)INTENTIONALL
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: DOE-STD-I090-96 (Rev-I)Typical shac
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: DOE-STD-I090-96 (Rev-I)Exhibit I is
Page 245 and 246: ---------------------------DOE-STD-
Page 247 and 248: DOE-STD-I090-96 (Rev-I)INTENTIONALL
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?