PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

Recommendations

Info

ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Material Area I1 I2 I3 -------------------------------------------------------------------- 284 284 0.1970000 0.0011853 0.0005926 0.0176486 285 285 0.1970000 0.0011853 0.0005926 0.0176486 286 286 0.1970000 0.0011853 0.0005926 0.0176486 287 287 0.0285000 0.0002572 0.0000857 0.0000534 288 288 0.0285000 0.0002572 0.0000857 0.0000534 289 289 0.1970000 0.0011853 0.0005926 0.0176486 290 290 0.1970000 0.0011853 0.0005926 0.0176486 291 291 0.1970000 0.0011853 0.0005926 0.0176486 292 292 0.1970000 0.0011853 0.0005926 0.0176486 293 293 0.1970000 0.0011853 0.0005926 0.0176486 294 294 0.1970000 0.0011853 0.0005926 0.0176486 295 295 0.1970000 0.0011853 0.0005926 0.0176486 296 296 0.1970000 0.0011853 0.0005926 0.0176486 297 297 0.1970000 0.0011853 0.0005926 0.0176486 298 298 0.1970000 0.0011853 0.0005926 0.0176486 299 299 0.1970000 0.0011853 0.0005926 0.0176486 300 300 0.1970000 0.0011853 0.0005926 0.0176486 301 301 0.1970000 0.0011853 0.0005926 0.0176486 302 302 0.1970000 0.0011853 0.0005926 0.0176486 303 303 0.1970000 0.0011853 0.0005926 0.0176486 304 304 0.1970000 0.0011853 0.0005926 0.0176486 305 305 0.1970000 0.0011853 0.0005926 0.0176486 306 306 0.1970000 0.0011853 0.0005926 0.0176486 307 307 0.1970000 0.0011853 0.0005926 0.0176486 308 308 0.0285000 0.0002572 0.0000857 0.0000534 DEFINICION EJES LOCALES Barra Codigo Xaux Yaux Zaux ----------------------------------------------------------- 1 a 308 0 6.000 0.000 0.000 MATERIALES Material E Poisson Densidad C. Termico ---------------------------------------------------------- 1 a 308 2782035.750 0.200 2.50000 0.0000100 APOYOS Nodo Ux Uy Uz Gx Gy Gz Kfx Kfy Kfz Kmx Kmy Kmz ----------------------------------------------------------------------------- 1 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 4 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 5 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 224
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Nodo Ux Uy Uz Gx Gy Gz Kfx Kfy Kfz Kmx Kmy Kmz ----------------------------------------------------------------------------- 6 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 7 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 8 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 9 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 10 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 11 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 12 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 13 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 14 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 15 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 16 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 17 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 18 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 19 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 20 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 21 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 169 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 170 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 171 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 172 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 173 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 174 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 175 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 176 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 177 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 178 1 1 1 1 1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 225
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: ACONDICIONAMIENTO DE MÁRGENES DEL
Page 413 and 414: Vano 1 Viga 4 ------------------ AC
Page 425 and 426: Vano 1 Viga 2 ------------------ AC
Page 429 and 430: MODULO DE CALCULO MATRICIAL =======
Page 443: ACONDICIONAMIENTO DE MÁRGENES DEL
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:
Page 541 and 542:
Page 543 and 544:
Page 545 and 546:
Page 547 and 548:
Page 549 and 550:
Page 551 and 552:
Page 553 and 554:
7.4 CONCLUSIÓN (mm). ACONDICIONAMI
Page 555 and 556:
Page 557 and 558:
Page 559 and 560:
1.- INTRODUCCIÓN ACONDICIONAMIENTO
Page 561 and 562:
Page 563 and 564:
Page 565 and 566:
Leyenda ACONDICIONAMIENTO DE MÁRGE
Page 567 and 568:
Page 569 and 570:
Leyenda ACONDICIONAMIENTO DE MÁRGE
Page 571 and 572:
Page 573 and 574:
Page 575 and 576:
Page 577 and 578:
8.1 FLEXIÓN ACONDICIONAMIENTO DE M
Page 579 and 580:
8.3 TORSIÓN ACONDICIONAMIENTO DE M
Page 581 and 582:
Page 583 and 584:
Page 585 and 586:
Page 587 and 588:
Page 589 and 590:
Page 591 and 592:
Page 593 and 594:
Page 595 and 596:
Page 597 and 598:
Definición de la sección ========
Page 599 and 600:
Page 601 and 602:
Page 603 and 604:
Page 605 and 606:
9.- BARRERA 1.5 kN/m. ACONDICIONAMI
Page 607 and 608:
Page 609 and 610:
Page 611 and 612:
Page 613 and 614:
Page 615 and 616:
Page 617 and 618:
Page 619 and 620:
Page 621 and 622:
Page 623 and 624:
Page 625 and 626:
Page 627 and 628:
Page 629 and 630:
Page 631 and 632:
Page 633 and 634:
Page 635 and 636:
Page 637 and 638:
Page 639 and 640:
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 ...

Create successful ePaper yourself

Delete template?

Save as template?