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 - ------------------------------------------------------------------------------------------- 19.310 8.159 -1.980 7.425 -3.940 19.626 4.913 -3.384 5.758 -4.255 20.000 0.737 -3.327 1.800 -4.374 20.300 0.478 -2.153 0.225 -4.180 - Frecuente -0.300 0.116 -1.798 0.037 -3.981 0.000 0.375 -2.972 1.611 -4.174 0.374 3.125 -3.074 5.009 -4.083 0.690 5.166 -1.707 6.201 -3.792 1.374 10.466 -2.356 9.422 -3.384 1.690 12.483 -1.068 10.554 -3.068 2.000 14.707 -0.352 11.839 -2.859 2.374 17.258 0.215 13.396 -2.546 2.690 18.836 1.225 14.296 -2.320 3.374 22.145 1.669 16.427 -2.156 4.000 24.701 3.360 17.938 -1.825 6.000 31.188 7.587 21.699 -0.953 8.000 35.289 10.149 24.051 -0.405 10.000 37.105 11.038 25.040 -0.219 12.000 35.289 10.149 24.051 -0.405 14.000 31.188 7.587 21.699 -0.953 16.000 24.701 3.360 17.938 -1.825 16.626 22.145 1.669 16.427 -2.156 17.310 18.836 1.225 14.296 -2.320 17.626 17.258 0.215 13.396 -2.546 18.000 14.707 -0.352 11.839 -2.859 18.310 12.483 -1.068 10.554 -3.068 18.626 10.467 -2.356 9.422 -3.384 19.310 5.166 -1.706 6.201 -3.792 19.626 3.126 -3.074 5.009 -4.083 20.000 0.375 -2.972 1.611 -4.174 20.300 0.116 -1.798 0.037 -3.981 - Casi-permanente -0.300 -0.041 -1.585 -0.030 -3.862 0.000 0.218 -2.760 1.544 -4.055 0.374 2.112 -2.886 4.605 -3.977 0.690 3.429 -1.539 5.513 -3.699 1.374 7.191 -2.235 8.113 -3.319 1.690 8.490 -0.967 8.959 -3.016 2.000 10.026 -0.272 9.959 -2.820 2.374 11.730 0.271 11.177 -2.521 2.690 12.720 1.276 11.844 -2.299 3.374 14.963 1.732 13.536 -2.130 4.000 16.524 3.433 14.653 -1.794 6.000 20.465 7.688 17.408 -0.911 8.000 22.945 10.265 19.128 -0.356 10.000 24.028 11.161 19.830 -0.168 12.000 22.945 10.265 19.128 -0.356 14.000 20.465 7.688 17.408 -0.911 16.000 16.524 3.433 14.653 -1.794 16.626 14.963 1.732 13.536 -2.130 17.310 12.720 1.276 11.844 -2.299 17.626 11.730 0.271 11.177 -2.521 18.000 10.026 -0.272 9.959 -2.820 18.310 8.490 -0.967 8.959 -3.016 18.626 7.191 -2.234 8.113 -3.319 19.310 3.430 -1.539 5.513 -3.699 19.626 2.112 -2.886 4.605 -3.977 20.000 0.218 -2.760 1.544 -4.055 20.300 -0.041 -1.585 -0.030 -3.862 Env - Característica -0.300 0.478 -2.153 0.225 -4.180 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 154
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Instante Día Situación s (m) Tsup + Tsup - Tinf + Tinf - ------------------------------------------------------------------------------------------- 0.000 0.737 -3.327 1.800 -4.374 0.374 4.913 -3.384 5.758 -4.255 0.690 8.159 -1.980 7.425 -3.940 1.374 16.021 -2.548 11.682 -3.479 1.690 19.232 -1.222 13.290 -3.138 2.000 22.603 -0.471 15.051 -2.906 2.374 26.563 0.000 17.174 -2.563 2.690 29.121 0.000 18.464 -2.326 3.374 34.211 0.000 21.329 -2.158 4.000 38.425 0.000 23.502 -1.825 6.000 49.160 0.000 28.944 -0.946 8.000 55.981 0.000 32.372 -0.414 10.000 59.093 0.000 33.915 -0.304 12.000 55.981 0.000 32.372 -0.414 14.000 49.160 0.000 28.944 -0.946 16.000 38.425 0.000 23.502 -1.825 16.626 34.211 0.000 21.329 -2.158 17.310 29.122 0.000 18.465 -2.326 17.626 26.563 0.000 17.174 -2.563 18.000 22.603 -0.470 15.051 -2.906 18.310 19.232 -1.222 13.290 -3.138 18.626 16.021 -2.548 11.682 -3.479 19.310 8.159 -1.980 7.425 -3.940 19.626 4.913 -3.384 5.758 -4.255 20.000 0.737 -3.327 1.800 -4.374 20.300 0.478 -2.153 0.225 -4.180 - Frecuente -0.300 0.116 -1.798 0.037 -3.981 0.000 0.375 -2.972 1.611 -4.174 0.374 3.125 -3.074 5.009 -4.083 0.690 5.166 -1.707 6.201 -3.792 1.374 10.466 -2.356 9.422 -3.384 1.690 12.483 -1.068 10.554 -3.068 2.000 14.707 -0.352 11.839 -2.859 2.374 17.258 0.000 13.396 -2.546 2.690 18.836 0.000 14.296 -2.320 3.374 22.145 0.000 16.427 -2.156 4.000 24.701 0.000 17.938 -1.825 6.000 31.188 0.000 21.699 -0.953 8.000 35.289 0.000 24.051 -0.405 10.000 37.105 0.000 25.040 -0.219 12.000 35.289 0.000 24.051 -0.405 14.000 31.188 0.000 21.699 -0.953 16.000 24.701 0.000 17.938 -1.825 16.626 22.145 0.000 16.427 -2.156 17.310 18.836 0.000 14.296 -2.320 17.626 17.258 0.000 13.396 -2.546 18.000 14.707 -0.352 11.839 -2.859 18.310 12.483 -1.068 10.554 -3.068 18.626 10.467 -2.356 9.422 -3.384 19.310 5.166 -1.706 6.201 -3.792 19.626 3.126 -3.074 5.009 -4.083 20.000 0.375 -2.972 1.611 -4.174 20.300 0.116 -1.798 0.037 -3.981 - Casi-permanente -0.300 0.000 -1.585 0.000 -3.862 0.000 0.218 -2.760 1.544 -4.055 0.374 2.112 -2.886 4.605 -3.977 0.690 3.429 -1.539 5.513 -3.699 1.374 7.191 -2.235 8.113 -3.319 1.690 8.490 -0.967 8.959 -3.016 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 155
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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 323 and 324: ACONDICIONAMIENTO DE MÁRGENES DEL
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Vano 1 Viga 2 ------------------ AC
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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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