PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Instante Día Situación s (m) Tsup + Tsup - Tinf + Tinf - ------------------------------------------------------------------------------------------- 16.626 6.368 5.553 2.570 2.257 17.310 5.254 4.560 2.105 1.840 17.626 4.698 4.071 1.883 1.644 18.000 3.986 3.457 1.602 1.400 18.310 3.406 2.957 1.365 1.194 18.626 2.801 2.436 1.128 0.988 19.310 1.506 1.319 0.613 0.541 19.626 0.896 0.793 0.377 0.336 20.000 0.175 0.171 0.098 0.094 20.300 0.175 0.171 0.098 0.094 T4 - Característica -0.300 0.431 -0.277 0.309 -0.183 0.000 0.431 -0.277 0.309 -0.183 0.374 3.660 0.381 1.470 0.088 0.690 6.403 0.937 2.477 0.303 1.374 12.235 2.123 4.684 0.773 1.690 14.955 2.675 5.697 0.988 2.000 17.563 3.206 6.713 1.204 2.374 20.770 3.856 7.916 1.461 2.690 22.957 4.355 8.750 1.659 3.374 26.845 5.345 10.327 2.067 4.000 30.474 6.264 11.744 2.435 6.000 39.790 8.718 15.351 3.456 8.000 45.740 10.348 17.629 4.161 10.000 48.432 10.952 18.676 4.391 12.000 45.740 10.348 17.629 4.161 14.000 39.790 8.718 15.351 3.456 16.000 30.474 6.264 11.744 2.435 16.626 26.845 5.345 10.327 2.067 17.310 22.957 4.355 8.750 1.659 17.626 20.770 3.856 7.916 1.461 18.000 17.563 3.206 6.713 1.204 18.310 14.955 2.675 5.697 0.988 18.626 12.235 2.123 4.684 0.773 19.310 6.403 0.937 2.477 0.303 19.626 3.660 0.381 1.470 0.088 20.000 0.431 -0.277 0.309 -0.183 20.300 0.431 -0.277 0.309 -0.183 - Frecuente -0.300 0.303 -0.029 0.204 -0.026 0.000 0.303 -0.029 0.204 -0.026 0.374 2.277 0.607 0.923 0.228 0.690 3.954 1.145 1.545 0.435 1.374 7.520 2.290 2.908 0.889 1.690 9.183 2.824 3.534 1.097 2.000 10.777 3.336 4.162 1.306 2.374 12.738 3.965 4.905 1.553 2.690 14.110 4.458 5.434 1.749 3.374 16.614 5.449 6.458 2.162 4.000 18.950 6.370 7.379 2.534 6.000 24.952 8.783 9.728 3.519 8.000 28.782 10.348 11.208 4.161 10.000 30.467 10.952 11.861 4.327 12.000 28.782 10.348 11.208 4.161 14.000 24.952 8.783 9.728 3.519 16.000 18.950 6.370 7.379 2.534 16.626 16.614 5.449 6.458 2.162 17.310 14.110 4.458 5.434 1.749 17.626 12.738 3.965 4.905 1.553 18.000 10.777 3.336 4.162 1.306 18.310 9.183 2.824 3.534 1.097 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 158
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Instante Día Situación s (m) Tsup + Tsup - Tinf + Tinf - ------------------------------------------------------------------------------------------- 18.626 7.520 2.290 2.908 0.889 19.310 3.954 1.145 1.545 0.435 19.626 2.277 0.607 0.923 0.228 20.000 0.303 -0.029 0.204 -0.026 20.300 0.303 -0.029 0.204 -0.026 - Casi-permanente -0.300 0.226 0.064 0.141 0.024 0.000 0.226 0.064 0.141 0.024 0.374 1.446 0.698 0.592 0.278 0.690 2.482 1.232 0.982 0.486 1.374 4.685 2.367 1.835 0.941 1.690 5.713 2.896 2.227 1.150 2.000 6.698 3.403 2.620 1.359 2.374 7.910 4.028 3.085 1.607 2.690 8.791 4.519 3.429 1.804 3.374 10.457 5.511 4.114 2.219 4.000 12.010 6.434 4.732 2.594 6.000 15.989 8.823 6.291 3.557 8.000 18.508 10.348 7.253 4.161 10.000 19.586 10.952 7.668 4.391 12.000 18.508 10.348 7.253 4.161 14.000 15.989 8.823 6.291 3.557 16.000 12.010 6.434 4.732 2.594 16.626 10.457 5.511 4.114 2.219 17.310 8.791 4.519 3.429 1.804 17.626 7.910 4.028 3.085 1.607 18.000 6.698 3.404 2.620 1.359 18.310 5.713 2.896 2.227 1.150 18.626 4.685 2.367 1.835 0.941 19.310 2.482 1.232 0.982 0.486 19.626 1.446 0.698 0.592 0.278 20.000 0.226 0.064 0.141 0.024 20.300 0.226 0.064 0.141 0.024 T5 - Característica -0.300 0.431 -1.225 0.309 -3.672 0.000 0.683 -2.446 1.878 -3.888 0.374 4.239 -2.799 5.436 -3.903 0.690 6.982 -1.654 6.808 -3.711 1.374 13.717 -2.542 10.571 -3.556 1.690 16.429 -1.464 11.892 -3.340 2.000 19.305 -0.920 13.387 -3.241 2.374 22.667 -0.556 15.198 -3.053 2.690 24.828 0.389 16.284 -2.849 3.374 29.187 0.995 18.868 -2.644 4.000 32.747 2.757 20.746 -2.256 6.000 41.848 7.265 25.428 -1.170 8.000 47.666 10.113 28.355 -0.424 10.000 50.310 10.952 29.622 -0.180 12.000 47.666 10.113 28.355 -0.424 14.000 41.848 7.265 25.428 -1.170 16.000 32.747 2.757 20.746 -2.256 16.626 29.187 0.995 18.868 -2.644 17.310 24.828 0.389 16.284 -2.849 17.626 22.667 -0.556 15.198 -3.053 18.000 19.305 -0.920 13.387 -3.241 18.310 16.429 -1.464 11.892 -3.340 18.626 13.717 -2.542 10.571 -3.556 19.310 6.982 -1.654 6.808 -3.711 19.626 4.239 -2.799 5.436 -3.903 20.000 0.683 -2.446 1.878 -3.888 20.300 0.431 -1.225 0.309 -3.672 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 159
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AYUNTAMIENTO DE OVIEDO PROYECTO DE
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MEMORIA ACONDICIONAMIENTO DE MÁRGE
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1.- ANTECEDENTES PROYECTO DE “ACO
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PROYECTO DE “ACONDICIONAMIENTO DE
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**** Adjusted Coordinates **** Proj
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BLSUM.TXT 13.3 N18 N15 P/C1 Lw Ln f
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ACTIVITY.LOG 9 2.939220e-004 10 5.8
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CLOSURES.LOG CLOSURES LOG NETWORK =
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BIGRESID.LOG 1 N18 -**- -3.9933m 0.
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SUMMARY OF COVARIANCES NETWORK = VI
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COVAR.LOG 194 311ø02'02" 0.12" 160
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COVAR.LOG N11 349ø26'51" 1.19" 105
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COVAR.LOG N5 -2.6127m 0.0073m -**-
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COVAR.LOG N20 320ø49'02" 0.39" 767
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COORDS.LOG 13 N18 Y= 4807932.1409 +
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LISTADO DE BASES DE REPLANTEO Siste
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BASE R.: N2 COORDENADAS UTM: X = Y
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BASE R.: 171R - N10 COORDENADAS UTM
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Punto X Y Z Nombre 51 271562.298 48
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Punto X Y Z Nombre 1022 271929.859
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ACONDICIONAMIENTO DE MÁRGENES DEL
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1.- INTRODUCCIÓN ACONDICIONAMIENTO
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• Franja móvil Intermedia • Su
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5.2 CUATERNARIO QR: Rellenos antró
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6.1.3 Resistencia por fuste ACONDIC
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REFERENCIA HULE0020 SONDEO 1 PROFUN
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REFERENCIA HULE0040 SONDEO 1 PROFUN
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Félix Aramburu 4-6 1º, 33007 - Ov
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LÍMIT NORM RENCIA: ZACIÖN: OBRA:
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PUENTE SOBRE EL NORA A continuació
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PESO PROPIO CARGAS MUERTAS ACONDICI
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VIENTO ACONDICIONAMIENTO DE MÁRGEN
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MATERIALES ACONDICIONAMIENTO DE MÁ
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Vano 1 Viga 1 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Vano 1 Viga 3 ------------------ AC
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Vano 1 Viga 4 ------------------ AC
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5.1.3 Materiales Hormigón de las v
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Carro de cargas ---------------- AC
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Vano 1 Viga 3 ------------------ AC
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Page 327 and 328: ACONDICIONAMIENTO DE MÁRGENES DEL
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MODULO DE CALCULO MATRICIAL =======
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ELS ACONDICIONAMIENTO DE MÁRGENES
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6.3 CIMENTACIÓN ACONDICIONAMIENTO
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7.4 CONCLUSIÓN (mm). ACONDICIONAMI
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1.- INTRODUCCIÓN ACONDICIONAMIENTO
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Leyenda ACONDICIONAMIENTO DE MÁRGE
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Leyenda ACONDICIONAMIENTO DE MÁRGE
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8.1 FLEXIÓN ACONDICIONAMIENTO DE M
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8.3 TORSIÓN ACONDICIONAMIENTO DE M
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Definición de la sección ========
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9.- BARRERA 1.5 kN/m. ACONDICIONAMI
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3.4.3 Plantaciones ACONDICIONAMIENT
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ANEJO Nº7.- JUSTIFICACIÓN DE PREC
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LISTADO DE MANO DE OBRA ACONDICIONA
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LISTADO DE MAQUINARIA ACONDICIONAMI
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LISTADO DE MATERIALES ACONDICIONAMI
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LISTADO DE MATERIALES ACONDICIONAMI
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CUADRO DE PRECIOS AUXILIARES ACONDI
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ANEJO Nº7.- JUSTIFICACIÓN DE PREC
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CUADRO DE DESCOMPUESTOS ACONDICIONA
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ANEJO Nº 8.- PROGRAMA DE TRABAJOS
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1.1.- OBJETO PROYECTO DE “ACONDIC
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RCDs Nivel I 1. TIERRAS Y PÉTREOS
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RCDs Nivel II RCD: Potencialmente P
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X PROYECTO DE “ACONDICIONAMIENTO
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PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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