PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

Recommendations

Info

ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo 1 Nodo 2 Longitud ------------------------------------------- 211 57 58 0.870 212 58 59 0.870 213 59 60 0.870 214 61 62 0.870 215 62 63 0.870 216 63 64 0.870 217 64 65 0.870 218 66 67 0.870 219 67 68 0.870 220 68 69 0.870 221 69 70 0.870 222 71 72 0.870 223 72 73 0.870 224 73 74 0.870 225 74 75 0.870 226 76 77 0.870 227 77 78 0.870 228 78 79 0.870 229 79 80 0.870 230 81 82 0.870 231 82 83 0.870 232 83 84 0.870 233 84 85 0.870 234 86 87 0.870 235 87 88 0.870 236 88 89 0.870 237 89 90 0.870 238 91 92 0.870 239 92 93 0.870 240 93 94 0.870 241 94 95 0.870 242 96 97 0.870 243 97 98 0.870 244 98 99 0.870 245 99 100 0.870 246 101 102 0.870 247 102 103 0.870 248 103 104 0.870 249 104 105 0.870 250 106 107 0.870 251 107 108 0.870 252 108 109 0.870 253 109 110 0.870 254 111 112 0.870 255 112 113 0.870 256 113 114 0.870 257 114 115 0.870 258 116 117 0.870 259 117 118 0.870 260 118 119 0.870 261 119 120 0.870 262 121 122 0.870 263 122 123 0.870 ANEJO Nº 4.- ESTRUCTURAS PASARELA Pág. 34
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo 1 Nodo 2 Longitud ------------------------------------------- 264 123 124 0.870 265 124 125 0.870 266 126 127 0.870 267 127 128 0.870 268 128 129 0.870 269 129 130 0.870 270 131 132 0.870 271 132 133 0.870 272 133 134 0.870 273 134 135 0.870 274 136 137 0.870 275 137 138 0.870 276 138 139 0.870 277 139 140 0.870 278 141 142 0.870 279 142 143 0.870 280 143 144 0.870 281 144 145 0.870 282 146 147 0.870 283 147 148 0.870 284 148 149 0.870 285 149 150 0.870 286 151 152 0.870 287 152 153 0.870 288 153 154 0.870 289 154 155 0.870 290 156 157 0.870 291 157 158 0.870 292 158 159 0.870 293 159 160 0.870 294 161 162 0.870 295 162 163 0.870 296 163 164 0.870 297 164 165 0.870 298 166 167 0.870 299 167 168 0.870 300 168 169 0.870 301 169 170 0.870 INFORMACION BARRAS Barra Material Area I1 I2 I3 Area2 Area3 --------------------------------------------------------------------------------------------- 1 1 0.1148488 0.0020014 0.0030068 1.0000000 0.0000000 0.0000000 2 2 0.4999012 0.0275082 0.0146449 1.0000000 0.0000000 0.0000000 3 3 0.5307000 0.0329122 0.0169081 1.0000000 0.0000000 0.0000000 4 4 0.4999013 0.0275082 0.0146449 1.0000000 0.0000000 0.0000000 5 5 0.1148489 0.0020014 0.0030068 1.0000000 0.0000000 0.0000000 6 6 0.1148488 0.0020014 0.0030068 1.0000000 0.0000000 0.0000000 7 7 0.4999012 0.0275082 0.0146449 1.0000000 0.0000000 0.0000000 8 8 0.5307000 0.0329122 0.0169081 1.0000000 0.0000000 0.0000000 9 9 0.4999013 0.0275082 0.0146449 1.0000000 0.0000000 0.0000000 10 10 0.1148489 0.0020014 0.0030068 1.0000000 0.0000000 0.0000000 11 11 0.1148488 0.0020014 0.0030068 1.0000000 0.0000000 0.0000000 12 12 0.4999012 0.0275082 0.0146449 1.0000000 0.0000000 0.0000000 13 13 0.5307000 0.0329122 0.0169081 1.0000000 0.0000000 0.0000000 ANEJO Nº 4.- ESTRUCTURAS PASARELA Pág. 35
Page 1 and 2:
AYUNTAMIENTO DE OVIEDO PROYECTO DE
Page 3 and 4:
MEMORIA ACONDICIONAMIENTO DE MÁRGE
Page 5 and 6:
Page 7 and 8:
Page 9 and 10:
Page 11 and 12:
Page 13 and 14:
Page 15 and 16:
Page 17 and 18:
Page 19 and 20:
Page 21 and 22:
1.- ANTECEDENTES PROYECTO DE “ACO
Page 23 and 24:
PROYECTO DE “ACONDICIONAMIENTO DE
Page 29 and 30:
Page 31 and 32:
**** Adjusted Coordinates **** Proj
Page 33 and 34:
Page 35 and 36:
Page 37 and 38:
BLSUM.TXT 13.3 N18 N15 P/C1 Lw Ln f
Page 39 and 40:
ACTIVITY.LOG 9 2.939220e-004 10 5.8
Page 41 and 42:
CLOSURES.LOG CLOSURES LOG NETWORK =
Page 43 and 44:
BIGRESID.LOG 1 N18 -**- -3.9933m 0.
Page 45 and 46:
SUMMARY OF COVARIANCES NETWORK = VI
Page 47 and 48:
COVAR.LOG 194 311ø02'02" 0.12" 160
Page 49 and 50:
COVAR.LOG N11 349ø26'51" 1.19" 105
Page 51 and 52:
COVAR.LOG N5 -2.6127m 0.0073m -**-
Page 53 and 54:
COVAR.LOG N20 320ø49'02" 0.39" 767
Page 55 and 56:
Page 57 and 58:
COORDS.LOG 13 N18 Y= 4807932.1409 +
Page 59 and 60:
LISTADO DE BASES DE REPLANTEO Siste
Page 61 and 62:
BASE R.: N2 COORDENADAS UTM: X = Y
Page 63 and 64:
Page 65 and 66:
Page 67 and 68:
BASE R.: 171R - N10 COORDENADAS UTM
Page 69 and 70:
Page 71 and 72:
Page 73 and 74:
Page 75 and 76:
Page 77 and 78:
Page 79 and 80:
Page 81 and 82:
Page 84 and 85:
Page 86 and 87:
Punto X Y Z Nombre 51 271562.298 48
Page 88 and 89:
Page 90 and 91:
Page 92 and 93:
Page 94 and 95:
Page 96 and 97:
Page 98 and 99:
Page 100 and 101:
Page 102 and 103:
Page 104 and 105:
Punto X Y Z Nombre 1022 271929.859
Page 106 and 107:
Page 108 and 109:
Page 110 and 111:
Page 112 and 113:
Page 114 and 115:
Page 116 and 117:
Page 118 and 119:
Page 120 and 121:
Page 122 and 123:
Page 124 and 125:
Page 126 and 127:
Page 128 and 129:
Page 130 and 131:
Page 132 and 133:
Page 138 and 139:
ACONDICIONAMIENTO DE MÁRGENES DEL
Page 140 and 141:
1.- INTRODUCCIÓN ACONDICIONAMIENTO
Page 142 and 143:
Page 144 and 145:
Page 146 and 147:
• Franja móvil Intermedia • Su
Page 148 and 149:
Page 150 and 151:
Page 152 and 153:
Page 154 and 155:
Page 156 and 157:
5.2 CUATERNARIO QR: Rellenos antró
Page 158 and 159:
Page 160 and 161:
6.1.3 Resistencia por fuste ACONDIC
Page 162 and 163:
Page 164 and 165:
Page 166 and 167:
Page 168 and 169:
Page 170:
Page 179 and 180:
Page 181 and 182:
REFERENCIA HULE0020 SONDEO 1 PROFUN
Page 183 and 184:
REFERENCIA HULE0040 SONDEO 1 PROFUN
Page 185 and 186:
Félix Aramburu 4-6 1º, 33007 - Ov
Page 187 and 188:
LÍMIT NORM RENCIA: ZACIÖN: OBRA:
Page 189 and 190:
Page 191 and 192:
PUENTE SOBRE EL NORA A continuació
Page 193 and 194:
Page 195:
Page 221 and 222:
Page 223 and 224:
Page 225 and 226:
Page 227 and 228:
Page 229 and 230:
Page 231 and 232:
Page 233 and 234:
PESO PROPIO CARGAS MUERTAS ACONDICI
Page 235 and 236:
VIENTO ACONDICIONAMIENTO DE MÁRGEN
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:
MATERIALES ACONDICIONAMIENTO DE MÁ
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:
Vano 1 Viga 1 ------------------ AC
Page 267 and 268:
Page 269 and 270:
Vano 1 Viga 2 ------------------ AC
Page 271 and 272:
Page 273 and 274:
Vano 1 Viga 3 ------------------ AC
Page 275 and 276:
Page 277 and 278:
Vano 1 Viga 4 ------------------ AC
Page 279 and 280:
Page 281 and 282:
5.1.3 Materiales Hormigón de las v
Page 283 and 284:
Carro de cargas ---------------- AC
Page 285 and 286:
Page 287 and 288:
Page 289 and 290:
Page 291 and 292:
Page 293 and 294:
Page 295 and 296:
Page 297 and 298:
Page 299 and 300:
Page 301 and 302:
Page 303 and 304:
Page 305 and 306:
Vano 1 Viga 3 ------------------ AC
Page 307 and 308:
Page 309 and 310:
Page 311 and 312:
Page 313 and 314:
Page 315 and 316:
Page 317 and 318:
Page 319 and 320:
Page 321 and 322:
Page 323 and 324:
Page 325 and 326:
Page 327 and 328:
Page 329 and 330:
Page 331 and 332:
Vano 1 Viga 2 ------------------ AC
Page 333 and 334:
Page 335 and 336:
Page 337 and 338:
Page 339 and 340:
Page 341 and 342:
Page 343 and 344:
Vano 1 Viga 2 ------------------ AC
Page 345 and 346:
Page 347 and 348:
Page 349 and 350:
Page 351 and 352:
Page 353 and 354:
Page 355 and 356:
Page 357 and 358:
Page 359 and 360:
Page 361 and 362:
Page 363 and 364:
Page 365 and 366:
Page 367 and 368:
Page 369 and 370:
Page 371 and 372:
Page 373 and 374:
Page 375 and 376:
Page 377 and 378:
Page 379 and 380:
Page 381 and 382:
Page 383 and 384:
Page 385 and 386:
Page 387 and 388:
Page 389 and 390:
Page 391 and 392:
Page 393 and 394:
Page 395 and 396:
Page 397 and 398:
Page 399 and 400:
Page 401 and 402:
Page 403 and 404:
Page 405 and 406:
Page 407 and 408:
Page 409 and 410:
Page 411 and 412:
Page 413 and 414:
Vano 1 Viga 4 ------------------ AC
Page 415 and 416:
Page 417 and 418:
Page 419 and 420:
Page 421 and 422:
Page 423 and 424:
Page 425 and 426:
Vano 1 Viga 2 ------------------ AC
Page 427 and 428:
Page 429 and 430:
MODULO DE CALCULO MATRICIAL =======
Page 431 and 432:
Page 433 and 434:
Page 435 and 436:
Page 437 and 438:
Page 439 and 440:
Page 441 and 442:
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:
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:
ELS ACONDICIONAMIENTO DE MÁRGENES
Page 499 and 500:
Page 501 and 502:
Page 503 and 504:
Page 505 and 506:
Page 507 and 508:
Page 509 and 510:
Page 511 and 512:
Page 513 and 514:
Page 515 and 516:
Page 517 and 518:
Page 519 and 520:
Page 521 and 522:
Page 523 and 524:
6.3 CIMENTACIÓN ACONDICIONAMIENTO
Page 525 and 526:
Page 527 and 528:
Page 529 and 530:
Page 531 and 532:
Page 533 and 534:
Page 535 and 536:
Page 537 and 538:
Page 539 and 540: ACONDICIONAMIENTO DE MÁRGENES DEL
Page 553 and 554: 7.4 CONCLUSIÓN (mm). ACONDICIONAMI
Page 559 and 560: 1.- INTRODUCCIÓN ACONDICIONAMIENTO
Page 565 and 566: Leyenda ACONDICIONAMIENTO DE MÁRGE
Page 569 and 570: Leyenda ACONDICIONAMIENTO DE MÁRGE
Page 577 and 578: 8.1 FLEXIÓN ACONDICIONAMIENTO DE M
Page 579 and 580: 8.3 TORSIÓN ACONDICIONAMIENTO DE M
Page 589: ACONDICIONAMIENTO DE MÁRGENES DEL
Page 597 and 598: Definición de la sección ========
Page 605 and 606: 9.- BARRERA 1.5 kN/m. ACONDICIONAMI
Page 641 and 642:
Page 643 and 644:
Page 645:
Page 651 and 652:
Page 653 and 654:
Page 655 and 656:
Page 657 and 658:
Page 659 and 660:
3.4.3 Plantaciones ACONDICIONAMIENT
Page 661 and 662:
Page 663 and 664:
Page 665 and 666:
Page 667 and 668:
ANEJO Nº7.- JUSTIFICACIÓN DE PREC
Page 669 and 670:
LISTADO DE MANO DE OBRA ACONDICIONA
Page 671 and 672:
LISTADO DE MAQUINARIA ACONDICIONAMI
Page 673 and 674:
LISTADO DE MATERIALES ACONDICIONAMI
Page 675 and 676:
LISTADO DE MATERIALES ACONDICIONAMI
Page 677 and 678:
CUADRO DE PRECIOS AUXILIARES ACONDI
Page 679 and 680:
Page 681 and 682:
Page 683 and 684:
ANEJO Nº7.- JUSTIFICACIÓN DE PREC
Page 685 and 686:
CUADRO DE DESCOMPUESTOS ACONDICIONA
Page 687 and 688:
Page 689 and 690:
Page 691 and 692:
Page 693 and 694:
Page 695 and 696:
Page 697 and 698:
Page 699 and 700:
Page 701 and 702:
Page 703 and 704:
Page 705 and 706:
Page 707 and 708:
Page 709 and 710:
Page 711 and 712:
ANEJO Nº 8.- PROGRAMA DE TRABAJOS
Page 713 and 714:
Page 715 and 716:
Page 717 and 718:
1.1.- OBJETO PROYECTO DE “ACONDIC
Page 719 and 720:
Page 721 and 722:
Page 723 and 724:
Page 725 and 726:
Page 727 and 728:
Page 729 and 730:
RCDs Nivel I 1. TIERRAS Y PÉTREOS
Page 731 and 732:
RCDs Nivel II RCD: Potencialmente P
Page 733 and 734:
Page 735 and 736:
X PROYECTO DE “ACONDICIONAMIENTO
Page 737 and 738:
Page 739:
show all

PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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

Delete template?

Save as template?