283757893275

More documents

Recommendations

Info

158 Barry’s Advanced Construction of Buildings Photograph 3.18 Diaphragm walls (courtesy of D. Highfield). Hard/hard secant piles With hard/hard secant piles, both male and female piles are cast with full strength concrete and both are fully reinforced. The female piles are cast first and a high-torque-cutting casing is used to drill through the female pile. The reinforcement in the female pile is positioned so that the rig does not cut through it when boring the male pile. The depth of overlap is usually about 25 mm; considerable care is required to ensure that this is maintained along the full length of the pile. I-section beams can also be added to the pile to further increase the lateral strength of the wall (Figure 3.75e). Diaphragm walls Diaphragm walls are formed by excavating a segmented trench to form a continuous wall (Figure 3.76). While the deep trench is being excavated, it is filled with bentonite slurry (supporting fluid). The slurry fills the trench and exerts pressure on the sides of the excavation, thus preventing the excavation walls collapsing. The excavation is carried out using a clamshell grab (Figure 3.77 and Photograph 3.20), which digs the material out through the bentonite slurry. The width of the wall is determined by the width of the grab. The diaphragm wall is cast in the ground. Using a tremie tube about 200 mm diameter, the concrete is fed into the trench and placed in position. As the concrete settles at the base of the excavation, the bentonite slurry is displaced, drawn out of the excavation and cleaned for
Ground Stability, Foundations and Substructures 159 Lightly reinforced concrete wall provides a smooth and clean surface for the bitumen tanking to be applied and helps to resist hydrostatic pressure Reinforcement The interlocking secant piles help to resist hydrostatic pressure and retain the ground Sheet tanking is laid under the structural floor and turned up against the concrete wall Once all of the tanking is fixed to the concrete wall, a further concrete wall will be cast against the tanking, trapping the tanking and preventing hydrostatic pressure pushing the tanking off the wall Photograph 3.19 Secant piling and internal tanking (courtesy of D. Highfield).
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 31 and 32:
Page 33 and 34:
Page 35 and 36:
Page 37 and 38:
Page 39 and 40:
Page 41 and 42:
Page 43 and 44:
Page 45 and 46:
Page 47 and 48:
Page 49 and 50:
Page 51 and 52:
Page 53 and 54:
Page 55 and 56:
Page 57 and 58:
Page 59 and 60:
Page 61 and 62:
Page 63 and 64:
Page 65 and 66:
Page 67 and 68:
Page 69 and 70:
Page 71 and 72:
Page 73 and 74:
Page 75 and 76:
Page 77 and 78:
Page 79 and 80:
3 Ground Stability, Foundations and
Page 81 and 82:
Ground Stability, Foundations and S
Page 83 and 84:
Page 85 and 86:
Page 87 and 88:
Page 89 and 90:
Page 91 and 92:
Page 93 and 94:
Page 95 and 96:
Page 97 and 98:
Where the ground is susceptible to
Page 99 and 100:
Page 101 and 102:
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: Ground Stability, Foundations and S
Page 129 and 130: (a) (b) Photograph 3.6 (a) A drop a
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 169: Ground Stability, Foundations and S
Page 175 and 176: 4 Single-Storey Frames, Shells and
Page 177 and 178: Single-Storey Frames, Shells and Li
Page 193 and 194: Portal rafter Plate welded to rafte
Page 199 and 200: Zed purlins Washer plate bolted to
Page 201 and 202: Sheeting rails for cladding Steel r
Page 215 and 216: Photograph 4.12 Lattice column to b
Page 221 and 222:
Single-Storey Frames, Shells and Li
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

Create successful ePaper yourself

Delete template?

Save as template?