283757893275

More documents

Recommendations

Info

38 Barry’s Advanced Construction of Buildings 300 mm maximum gap between building and working platform Head plate Guard rail 910 – 1159 mm Working platform Guard rail Fibre reinforced sheeting tied to scaffold Reveal pin (adjustable steel strut – must be secure) Sole plate Minimum 150 toe board Ledgers Bracing Transom Ledger Scaffold board sole plate Note: Adequacy of existing structure to be checked to ensure it is able to support the loads applied by the scaffold (such scaffolding must be designed and checked by a structural engineer) Figure 2.13 Trussed-out scaffolding.
Scaffolding, Façade Retention and Demolition 39 Trussed-out scaffolding Cantilevered scaffolding Photograph 2.13 Trussed-out and cantilevered scaffolding.
Page 3: BARRY’S ADVANCED CONSTRUCTION OF
Page 6 and 7: This edition first published 2014 T
Page 8 and 9: vi Contents 6 Structural Concrete F
Page 10 and 11: Acknowledgements Over the years our
Page 13 and 14: 1 Introduction In Barry’s Introdu
Page 15 and 16: Introduction 3 Photograph 1.1 Frame
Page 17 and 18: Introduction 5 (2) Positional toler
Page 19 and 20: Introduction 7 some of the factors
Page 21 and 22: Introduction 9 Photograph 1.2 Artif
Page 23 and 24: Introduction 11 on legislation, oth
Page 25 and 26: Introduction 13 allow for innovatio
Page 27 and 28: 2 Scaffolding, Façade Retention an
Page 29 and 30: Scaffolding, Façade Retention and
Page 49: Scaffolding, Façade Retention and
Page 79 and 80: 3 Ground Stability, Foundations and
Page 81 and 82: Ground Stability, Foundations and S
Page 97 and 98: Where the ground is susceptible to
Page 101 and 102:
Ground Stability, Foundations and S
Page 103 and 104:
Page 105 and 106:
Heavy pad reinforcement Reinforceme
Page 107 and 108:
Page 109 and 110:
Page 111 and 112:
Page 113 and 114:
Page 115 and 116:
Page 117 and 118:
Photograph 3.3 Driven precast concr
Page 119 and 120:
Page 121 and 122:
Page 123 and 124:
Page 125 and 126:
Page 127 and 128:
Page 129 and 130:
(a) (b) Photograph 3.6 (a) A drop a
Page 131 and 132:
Page 133 and 134:
Page 135 and 136:
Page 137 and 138:
Page 139 and 140:
Page 141 and 142:
Page 143 and 144:
Page 145 and 146:
Page 147 and 148:
Page 149 and 150:
Page 151 and 152:
Working direction Hopper and cellul
Page 153 and 154:
Infill concrete packing applies pre
Page 155 and 156:
Reinforced structural concrete base
Page 157 and 158:
Page 159 and 160:
Page 161 and 162:
Page 163 and 164:
Page 165 and 166:
Page 167 and 168:
Page 169 and 170:
Page 171 and 172:
Page 173 and 174:
Page 175 and 176:
4 Single-Storey Frames, Shells and
Page 177 and 178:
Single-Storey Frames, Shells and Li
Page 179 and 180:
Page 181 and 182:
Page 183 and 184:
Page 185 and 186:
Page 187 and 188:
Page 189 and 190:
Page 191 and 192:
Page 193 and 194:
Portal rafter Plate welded to rafte
Page 195 and 196:
Page 197 and 198:
Page 199 and 200:
Zed purlins Washer plate bolted to
Page 201 and 202:
Sheeting rails for cladding Steel r
Page 203 and 204:
Page 205 and 206:
Page 207 and 208:
Page 209 and 210:
Page 211 and 212:
Page 213 and 214:
Page 215 and 216:
Photograph 4.12 Lattice column to b
Page 217 and 218:
Page 219 and 220:
Page 221 and 222:
Page 223 and 224:
Page 225 and 226:
Page 227 and 228:
Page 229 and 230:
Page 231 and 232:
Side lap of sheeting Sheeting screw
Page 233 and 234:
Page 235 and 236:
Page 237 and 238:
Page 239 and 240:
Page 241 and 242:
Page 243 and 244:
Page 245 and 246:
Page 247 and 248:
Page 249 and 250:
Page 251 and 252:
Page 253 and 254:
Page 255 and 256:
Page 257 and 258:
Page 259 and 260:
Page 261 and 262:
Page 263 and 264:
Page 265 and 266:
Page 267 and 268:
Page 269 and 270:
Page 271 and 272:
Page 273 and 274:
Page 275 and 276:
Page 277 and 278:
Page 279 and 280:
Page 281 and 282:
Outline of straight line limited hy
Page 283 and 284:
Page 285 and 286:
5 Structural Steel Frames Structura
Page 287 and 288:
Structural Steel Frames 275 penetra
Page 289 and 290:
Structural Steel Frames 277 calcula
Page 291 and 292:
Structural Steel Frames 279 The lim
Page 293 and 294:
Structural Steel Frames 281 420.5-
Page 295 and 296:
Structural Steel Frames 283 no stro
Page 297 and 298:
Structural Steel Frames 285 Channel
Page 299 and 300:
One-way span floor and roof slabs R
Page 301 and 302:
Structural Steel Frames 289 A disad
Page 303 and 304:
Structural Steel Frames 291 Rib bea
Page 305 and 306:
Structural Steel Frames 293 Timber
Page 307 and 308:
Structural Steel Frames 295 Horizon
Page 309 and 310:
Structural Steel Frames 297 Concret
Page 311 and 312:
Beam End plate welded to beam Colum
Page 313 and 314:
Structural Steel Frames 301 Cap pla
Page 315 and 316:
Structural Steel Frames 303 Bearing
Page 317 and 318:
Structural Steel Frames 305 Bolt fa
Page 319 and 320:
Structural Steel Frames 307 Electro
Page 321 and 322:
Structural Steel Frames 309 Types o
Page 323 and 324:
Structural Steel Frames 311 Weld fa
Page 325 and 326:
Structural Steel Frames 313 beam en
Page 327 and 328:
Structural Steel Frames 315 Column
Page 329 and 330:
A timber profile is cut to the same
Page 331 and 332:
Structural Steel Frames 319 Square
Page 333 and 334:
Structural Steel Frames 321 for a s
Page 335 and 336:
Structural Steel Frames 323 Photogr
Page 337 and 338:
Page 339 and 340:
Structural Steel Frames 327 Column
Page 341 and 342:
Structural Steel Frames 329 Strengt
Page 343 and 344:
Structural Steel Frames 331 Figure
Page 345 and 346:
Structural Steel Frames 333 Floor b
Page 347 and 348:
Structural Steel Frames 335 50 or 7
Page 349 and 350:
Page 351 and 352:
Structural Steel Frames 339 rating,
Page 353 and 354:
Structural Steel Frames 341 The adv
Page 355 and 356:
Structural Steel Frames 343 Shear s
Page 357 and 358:
Structural Concrete Frames 345 ❏
Page 359 and 360:
Structural Concrete Frames 347 Work
Page 361 and 362:
Structural Concrete Frames 349 6.2
Page 363 and 364:
Structural Concrete Frames 351 is o
Page 365 and 366:
Structural Concrete Frames 353 plac
Page 367 and 368:
Structural Concrete Frames 355 Comp
Page 369 and 370:
Structural Concrete Frames 357 Beam
Page 371 and 372:
Structural Concrete Frames 359 cant
Page 373 and 374:
Structural Concrete Frames 361 Clos
Page 375 and 376:
Structural Concrete Frames 363 Rein
Page 377 and 378:
Structural Concrete Frames 365 Stee
Page 379 and 380:
Structural Concrete Frames 367 Sold
Page 381 and 382:
Structural Concrete Frames 369 Hand
Page 383 and 384:
Structural Concrete Frames 371 Conc
Page 385 and 386:
Structural Concrete Frames 373 Edge
Page 387 and 388:
Figure 6.23 Prop and deck floor pos
Page 389 and 390:
Structural Concrete Frames 377 Main
Page 391 and 392:
Structural Concrete Frames 379 Edge
Page 393 and 394:
Handrail protects workers when pour
Page 395 and 396:
Structural Concrete Frames 383 calc
Page 397 and 398:
Structural Concrete Frames 385 Wire
Page 399 and 400:
Structural Concrete Frames 387 Thru
Page 401 and 402:
Structural Concrete Frames 389 ❏
Page 403 and 404:
Structural Concrete Frames 391 Expo
Page 405 and 406:
Structural Concrete Frames 393 Balc
Page 407 and 408:
Structural Concrete Frames 395 In s
Page 409 and 410:
Page 411 and 412:
Page 413 and 414:
Structural Concrete Frames 401 comp
Page 415 and 416:
Structural Concrete Frames 403 Stee
Page 417 and 418:
Structural Concrete Frames 405 The
Page 419 and 420:
Structural Concrete Frames 407 Wrap
Page 421 and 422:
Structural Concrete Frames 409 alte
Page 423 and 424:
7 Cladding and Curtain Wall Constru
Page 425 and 426:
Cladding and Curtain Wall Construct
Page 427 and 428:
Page 429 and 430:
Page 431 and 432:
Page 433 and 434:
Page 435 and 436:
Page 437 and 438:
Page 439 and 440:
Page 441 and 442:
Stainless steel restraint cramps fi
Page 443 and 444:
Page 445 and 446:
Page 447 and 448:
Page 449 and 450:
Page 451 and 452:
Page 453 and 454:
Page 455 and 456:
Page 457 and 458:
Page 459 and 460:
15 mm Cladding and Curtain Wall Con
Page 461 and 462:
Page 463 and 464:
Page 465 and 466:
Page 467 and 468:
Page 469 and 470:
Page 471 and 472:
Page 473 and 474:
Page 475 and 476:
Page 477 and 478:
Page 479 and 480:
Page 481 and 482:
Page 483 and 484:
Page 485 and 486:
Page 487 and 488:
Page 489 and 490:
Page 491 and 492:
Page 493 and 494:
Page 495 and 496:
Page 497 and 498:
Roof support Roof or eaves level La
Page 499 and 500:
Page 501 and 502:
Prefabrication and Off-Site Product
Page 503 and 504:
Page 505 and 506:
Page 507 and 508:
Page 509 and 510:
Page 511 and 512:
The finished hospital looks no diff
Page 513 and 514:
Page 515 and 516:
Page 517 and 518:
Page 519 and 520:
Page 521 and 522:
Page 523 and 524:
Page 525 and 526:
Page 527 and 528:
Lifts and Escalators 515 ❏ ❏
Page 529 and 530:
Lifts and Escalators 517 will be bu
Page 531 and 532:
Lifts and Escalators 519 hydraulic
Page 533 and 534:
Lifts and Escalators 521 ❏ ❏
Page 535 and 536:
Lifts and Escalators 523 FFL Lift c
Page 537 and 538:
Lifts and Escalators 525 Climbing f
Page 539 and 540:
Lifts and Escalators 527 Above 30 m
Page 541 and 542:
Lifts and Escalators 529 Photograph
Page 543 and 544:
Fit Out and Second Fix 531 cabinets
Page 545 and 546:
Fit Out and Second Fix 533 ❏ ❏
Page 547 and 548:
Fit Out and Second Fix 535 Four-way
Page 549 and 550:
Fit Out and Second Fix 537 Services
Page 551 and 552:
Fit Out and Second Fix 539 Wire han
Page 553 and 554:
Fit Out and Second Fix 541 tiles ar
Page 555 and 556:
Fit Out and Second Fix 543 Metal st
Page 557 and 558:
Fit Out and Second Fix 545 Multiple
Page 559 and 560:
11 Building Obsolescence and Revita
Page 561 and 562:
Building Obsolescence and Revitalis
Page 563 and 564:
Page 565 and 566:
Page 567 and 568:
Page 569 and 570:
Page 571 and 572:
Page 573 and 574:
Page 575 and 576:
Appendix B: Additional References C
Page 577 and 578:
Index Access from heights, 42 Acces
Page 579 and 580:
Index 567 Innovation, 505 Inspectio
Page 581:
Index 569 Suspended frameless glazi
show all

283757893275

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

Delete template?

Save as template?