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M 001
1.
MENUPPALINDICEPLANOS Especificaciones Generales para la
Construcción de Gasoductos Plano No. M–001 Estaciones Típicas de Seccionamiento Diseño Mecánico PDVSA 1 PIG–SIG VISUAL PIG–SIG ELECTRICO CORTE A–A 1000 1000 800 800 800 800 800 800 800 10”8”8”6”6”4”4” 12”12” DIMENSIONES SECCIONAMIENTO CONEX. A QUEMADOR CONEX. P/ BALON INFLABLE CONEX. P/ TRASEGADO DE GAS 30” 1 N 36” 20” 26” 16” 12” 6” 10” 8” F 2089 1657 1454 1200 997 844 793 666 565 REVISION REVISION GENERAL CORPOVEN 1750 1380 1170 980 860 750 220027807740 29208900 2300 2700 2560 2510 2430 7020 5650 5040 4340 2100 1900 1800 1700 106012803900 16604600 1130 1150 980 860 750 3460 2760 2280 1910 950 830 730 660 670 580 490 d 2400 2340 23003020 3950 3520 a b 1500 1650 1600 c 670 580 490 f 1120 1650 1370 e 470 610 540 g g t a d 4” 4” 4” 4” 4” 4” 680844740 R. BELLO 740 POR 844 680 540 650 440 540 666 793 590 490 565 666 490 390 10003135800 4467 09/95 FECHA 800 1100 N 2779 2422 1779 600 600 600 600 1691 950 800 800 800 330 330 440 h i 290438 438 565 390 290 j k 8”6” 6” 6” 6” 6” 8”8” 8” 8” 8” 8” 1380 1410 989600 600 600 l m 800 800 800 o p 8”8” 8” 8” 8” 10” 8” 8” 10” DIAMETROS GASODUCTO F 6” 8” 10” 12” 16” 20” 26” 30” 36” ESCALA 1:50 P opq VER DETALLE C VER NOTA 6 s 6 PLANO N TUBERIA %%c2” ASTM A–106 GR B REVISION 1200 1200 1200 1200 1200 1200 508 6652100 5082100 665 286 356 356 4321880 1560 1560 1290 600 413 413 324 4000 10002860 50003050 1000 3500 3000 2000 2000 2480 1840 1790 1400 800 800 800 800 1200 1200 1200 u 210 210 286 r 980 1290 980 q 250 324 250 s 2000 2000 2000 930 1380 960 v 800 800 800 L P POR FECHA CUNA CONTRAPESO PASADOR TOPE ( S/E ) MEDIDAS EN mm. DETALLE C1 TITULO 5 40 60 17 PLANOS DE REFERENCIA PLANO N 10 20 ASTM A–36 PLETINA DE REFUERZO 4000 l ASTM A–36 PLANCHA 6 uvr B 60 60 5 30 DETALLE B ESCALA 1:10 (VER NOTAS 3 Y 4) RAMAL ENTRE 6” Y 12” C VER DETALLE BISAGRA TRES PLETINAS DE 2”x3/4” C B VER NOTA 11 GASODUCTO REVESTIMIENTO r=40%%c a f CONEX.P/TRASEGADO PIG SIG ( VER NOTA 12 ) TIPO ”L” JUNTA MONOLITICA ( VER NOTA 13 ) VISUAL CONEX.P/BALON INFLABLE VER NOTA 6 b c d e PLANTA ESCALA 1:50 CONEX.P/TRASEGADO A ( VER NOTA 13 ) CONEX. P/QUEMADOR ESCALA 1:50 m ELEVACION g h g f A e d TRAMO RECTO 2000 VER NOTA 7 1000 VER DETALLE B PARA INTERCONEXION ESPACIO RESERVADO (LINE BREAK) ACTUADOR VER DETALLE B PARA INTERCONEXION ESPACIO RESERVADO 13.– LOS PIG–SIG DEBERAN SER DE TIPO BIDIRECCIONALES. 12.– LAS DIMENSIONES ESTAN DADAS PARA JUNTA MONOLITICAS MARCA TUBE–TURN TIPO L. 11.– SE USARA TIERRA LIBRE DE PIEDRAS MAS UNA CAPA DE ASFALTO EN LA ZONA DE TRANSICION ENTRE LA TUBERIA ENTERRADA Y LA TUBERIA SUPERFICIAL. JUNTAAISLANTE MONOLITICA %%C6” TIPO ”L” ANSI 600 JUNTAAISLANTE MONOLITICA %%C8” TIPO ”L” ANSI 600 JUNTAAISLANTE MONOLITICA %%C10” TIPO ”L” ANSI 600 JUNTAAISLANTE MONOLITICA %%C12” TIPO ”L” ANSI 600 JUNTAAISLANTE MONOLITICA %%C16” TIPO ”L” ANSI 600 JUNTAAISLANTE MONOLITICA %%C20” TIPO ”L” ANSI 600 JUNTAAISLANTE MONOLITICA %%C26” TIPO ”L” ANSI 600 JUNTAAISLANTE MONOLITICA %%C30” TIPO ”L” ANSI 600 10.– TODA LA ESTACION ESTA CLASIFICADA COMO ANSI 600 VER LA FILA RESPECTIVA AL DIAMETRO DE ESTE EN LA TABLA DE DIMENSIONES 9.– PARA OBTENER LAS MEDIDAS CORRESPONDIENTES A LOS DIFERENTES DIAMETROS DEL GASODUCTO, 8.– EL PESO DE LAS ESTACIONES, INCLUYE LA TUBERIA DESDE QUE AFLORAA LA SUPERFICIE. PESO DE LOS ACCESORIOS MENORES. PESO TOTAL DE LA ESTACION [KG.] 7.– EL PESO INDICADO DE LA ESTACION INCLUYE UN AUMENTO DE 5%, PARA COMPENSAR EL DE LA TUBERIA ENTRE LA BRIDA Y LA TEE. 1.– LAS MEDIDAS ESTAN EXPRESADAS EN MILIMETROS A MENOS QUE SE INDIQUE LO CONTRARIO. 2.– PARA LOS TIPOS Y CANTIDADES DE MATERIALES VER LA COLUMNA CORRESPONDIENTE AL DIA– METRO DEL GASODUCTO EN LA LISTA DE MATERIALES. 3.– PARA SECCIONAMIENTOS DE %%C=4” LA REJILLA INTERNA DE LA TEE CONSISTIRA DE UNA PLETINA UBICADAEN LA LINEA CENTRAL. 4.– LAS PLETINAS DEBERAN SOLDARSE A LA TEE Y ESMERILARSE POR DENTRO PARA ELIMINAR RE– SIDUOS E IMPERFECTOS INTERNOS, ANTES DE SOLDAR LA TEE A LA ESTACION. 5.– LA DIMENSION ”L” ES LA MINIMA ACONSEJADA, DEBERA SER AJUSTADA EN CAMPO. 6.– PARA LA CONEXION AL TRASEGADO SE INSTALARA UN NIPLE DE UNA VEZ EL DIAMETRO EXTERIOR e=1/8”, RF, ANSI 600 e=1/8”, RF, ANSI 600 e=1/8”, RF, ANSI 600 e=1/8”, RF, ANSI 600 e=1/8”, RF, ANSI 600 e=1/8”, RF, ANSI 600 e=1/8”, RF, ANSI 600 e=1/8”, RF, ANSI 600 e=1/8”, RF, ANSI 600 e=1/8”, RF, ANSI 600 e=1/8”, RF, ANSI 600 JUNTAAISLANTE MONOLITICA %%C36” TIPO ”L” ANSI 600 ESPARRAGO %%C5/8”x4.1/2”, A–193 Gr.B7, C/2 TUERCAS A–194 Gr.2H ESPARRAGO %%C7/8”x6”, A–193 Gr.B7, C/2 TUERCAS A–194 Gr.2H ESPARRAGO %%C1”x7”, A–193 Gr.B7, C/2 TUERCAS A–194 Gr.2H ESPARRAGO %%C1.1/8”x8”, A–193 Gr.B7, C/2 TUERCAS A–194 Gr.2H ESPARRAGO %%c1.1/4”x9”, A–193 Gr.B7, C/2 TUERCAS A–194 Gr.2H ESPARRAGO %%c1.1/2”x10”, A–193 Gr.B7, C/2 TUERCAS A–194 Gr.2H ESPARRAGO %%c1.5/8”x12”, A–193 Gr.B7, C/2 TUERCAS A–194 Gr.2H ESPARRAGO %%C1.7/8”x14”, A–193 Gr.B7, C/2 TUERCAS A–194 Gr.2H ESPARRAGO %%C2”x15”, A–193 Gr.B7, C/2 TUERCAS A–194 Gr.2H ESPARRAGO %%C2.1/2”x17”, A–193 Gr.B7, C/2 TUERCAS A–194 Gr.2H ACTUADOR SHAFER 6.1/2”x3.1/2”, P/V. DE BOLA %%c6” Y CONTRATUERCAY CONTRATUERCA DETALLE BISAGRA ( S/E ) NIPLE ASTM A–106 GR B DETALLE C2 MEDIDAS EN mm. TITULO BASE REVISADO FECHA O.CASTRO/J.CASTILLO APROBADO H.OCTAVIO FECHA AGO–92 AGO–92 S/E INDICADAS ESCALAS NIPLE %%C 1/2”X 20mm 6 %%C 1/2”X 3” DISENADO J.SALCEDO DIBUJADO J.SALCEDO FECHA FECHA JUN–92 JUL–92 CORTE C–C PERNO CON TUERCA PLANCHA PLETINA DE REFUERZO ESCALA 1:10 CORTE B–B PLANCHA PLETINA DE 2”x3/4” 30 30 PERNO CON TUERCA 20 ESCALA 1:10 NIPLE %%C1/2” ANSI 6000, NPT THREADOLET %%C1/2” ANSI 6000 PIG–SIG ELECTRICO, TDW O SIMILAR PIG–SIG VISUAL, TDW O SIMILAR %%uNOTAS: %%u EMPACADURA 124 123 122 121 120 FLEXITALLIC %%C2”, 112 EMPACADURA EMPACADURA EMPACADURA EMPACADURA EMPACADURA EMPACADURA EMPACADURA EMPACADURA 116 119 118 117 115 114 113 EMPACADURA EMPACADURA 111 110 109 108 107 106 105 %%C26”,FLEXITALLIC %%C10”, %%C12”, %%C16”, %%C20”, FLEXITALLIC FLEXITALLIC FLEXITALLIC FLEXITALLIC FLEXITALLIC FLEXITALLIC FLEXITALLIC %%C4”, %%C6”, %%C8”, %%C30”, %%C36”, FLEXITALLIC FLEXITALLIC 97 101 104 103 102 100 99 98 96 95 94 93 92 91 90 DISENO MECANICO M–001 PROYECTO N PLANO N E ARCHIVOAUTOCAD N SECCION DE SECCIONAMIENTO ESTACIONES TIPICAS REV. 1 2100 PZA PZA PZA PZA PZA 0,00 0,00 4,00 3,00 0,00 6000 4 4 2 2 4 2800 4 4 1 2 2 4 1 2 2 5000 4 4 1 2 2 1360010000 4 1 4 1 2 2 23000 4 4 4 1 2 2 4 1 2 2 0,00PZA PZA PZA PZA PZA PZA PZA PZA 0,00 0,00 0,00 0,00 0,00 0,00 0,00 PZA PZA PZA PZA PZA PZA PZA 61,2 0,00 0,00 34,0 99,8 150,0 245,0 , (LINE BREAK) 1,60PZA PZA PZA PZA PZA PZA PZA PZA 2041,0 426,0 816,0 1202,0 0,30 0,80 1,30 PZA PZA PZA PZA PZA PZA PZA 7,00 2,30 4,00 5,00 8,00 10,00 42,46 2 2 2 11 – – 2 13 – 2 – 13 – – – – – – 2 – 13 – – – – – – – – 2 – – – – – – – – – – – – – – 2 – – – – – – – – – – 2 – – – – 2 – – – 13 – – 2 6– 13 – – 7 – – 2 – – – – – – – – – – – – 2 – – – – – – – – – – – – – – – 80 24 132 16 48 – – – – – – – – 48 104 16 – 104 16 – – – – – – – – 154 – 16 – – – – – – – – – – – 1 – – – – – – 64 – – – – – – – – – – – 84156156 – – – – – – 16 – – – 2 – – 2 – – – 16 – – 16 – 80 – – – – – 96 – – – – 96 – – – – – – 112 – 48800 4 4 1 2 2 32200 4 4 1 2 2 6 3 4 3 4 – – – – – – 6 – – 2 – – 2 – – – – – – – – – – – – 4848 16 2– 2 – – – – – – – 16 – – 112 168 – – 168 – – – 112 – – – – – WELDOLET %%C26”x 8”, BFW , A–105 Gr.II , STD WELDOLET %%C30”x 8”, BFW , A–105 Gr.II , STD ANSI 6000, NPT , STD , STD , STD , STD , STD BRIDA %%C4”, WN, RF, ANSI 600, A–105 Gr.II ACTUADOR SHAFER 6.1/2”x8”, P/V. DE BOLA %%C8” ACTUADOR SHAFER 6.1/2”x8”, P/V. DE BOLA %%C10” ACTUADOR SHAFER 9”x7”, P/V. DE BOLA %%C12” ACTUADOR SHAFER 11”x10”, P/V. DE BOLA %%C16” ACTUADOR SHAFER 12.1/2”x12”, P/V. DE BOLA %%c20” ACTUADOR SHAFER 14.1/2”x14”, P/V. DE BOLA %%C26” ACTUADOR SHAFER 14.1/2”x14”, P/V. DE BOLA %%C30” ACTUADOR SHAFER 20”x16”, P/V. DE BOLA %%c36” TAPA DE APERTURAY CIERRE RAPIDO %%C4”, ANSI 600 TAPA DE APERTURAY CIERRE RAPIDO %%C6”, ANSI 600 TAPA DE APERTURAY CIERRE RAPIDO %%C8”, ANSI 600 TAPA DE APERTURAY CIERRE RAPIDO %%C10”, ANSI 600 TAPA DE APERTURAY CIERRE RAPIDO %%C12”, ANSI 600 CODO 45%%D %%c4”, RL, BFW, WPB, A–234, esp.=0,237” CODO 45%%D %%c6”, RL, BFW, WPB, A–234, esp.=0,280” CODO 45%%D %%C8”, RL, BFW, WPB, A–234, esp.=0,322” CODO 45%%D %%C10”, RL, BFW, WPB, A–234, esp.=0,365” CODO 45%%D %%C12”, RL, BFW, WPB, A–234, esp.=0,375” CODO 90%%D %%C4”, RL, BFW, WPB, A–234, esp.=0,237” CODO 90%%D %%C6”, RL, BFW, WPB, A–234, esp.=0,280” CODO 90%%D %%C8”, RL, BFW, WPB, A–234, esp.=0,322” CODO 90%%D %%C10”, RL, BFW, WPB, A–234, esp.=0,365” SADDLE %%C26”x10”, ENV. COMP., A–234, X52, esp.=0,312” WELDOLET %%C36”x 8”, BFW , A–105 Gr.II , STD SADDLE %%C36”x12”, ENV. COMP., A–234, X52, esp.=0,312” TEE RED. %%C6”x 4”, BFW, WPB, A–234, esp.=0,280” TEE RED. %%C8”x 4”, BFW, WPB, A–234, esp.=0,322” TEE RED. %%C10”x 6”, BFW, WPB, A–234, esp.=0,365” TEE RED. %%C10”x 8”, BFW, WPB, A–234, esp.=0,365” TEE RED. %%C12”x 6”, BFW, WPB, A–234, esp.=0,375” TEE RED. %%C12”x 8”, BFW, WPB, A–234, esp.=0,375” TEE RED. %%C12”x10”, BFW, WPB, A–234, esp.=0,375” TEE RED. %%C16”x 8”, BFW, WPY, A–234, esp.=0,375” TEE RED. %%C20”x 8”, BFW, WPY, A–234, esp.=0,438” TEE RED. %%C30”x12”, BFW, WPY, A–234, esp.=0,625” TEE RECTA %%C4”, BFW, WPB, A–234, esp.=0,237” TEE RECTA %%C6”, BFW, WPB, A–234, esp.=0,280” TEE RECTA %%C8”, BFW, WPB, A–234, esp.=0,322” TEE RECTA %%C10”, BFW, WPB, A–234, esp.=0,365” TEE RECTA %%C12”, BFW, WPB, A–234, esp.=0,375” BRIDACIEGA %%C4”, RF, ANSI 600, A–105 BRIDACIEGA %%C6”, RF, ANSI 600, A–105 BRIDACIEGA %%C8”, RF, ANSI 600, A–105 BRIDACIEGA %%c10”, RF, ANSI 600, A–105 VALVULADE TAPON %%C2”, DISENO NORMAL, RF, ANSI 600 VALVULADE TAPON %%C4”, DISENO NORMAL, RF, ANSI 600 VALVULADE TAPON %%C6”, TIPO VENTURI, RF, ANSI 600 VALVULADE TAPON %%C8”, TIPO VENTURI, RF, ANSI 600 VALVULADE TAPON %%C10”, TIPO VENTURI, RF, ANSI 600 VALVULADE TAPON %%c12”, TIPO VENTURI, RF, ANSI 600 VALVULA DE BOLA %%C6”, AP. COMP., RF, ANSI 600 VALVULA DE BOLA %%C8”, AP. COMP., RF, ANSI 600 VALVULA DE BOLA %%C10”, AP. COMP., RF, ANSI 600 VALVULA DE BOLA %%C12”, AP. COMP., RF, ANSI 600 VALVULA DE BOLA %%C16”, AP. COMP., RF, ANSI 600 VALVULA DE BOLA %%C20”, AP. COMP., RF, ANSI 600 VALVULA DE BOLA %%C26”, AP. COMP., RF, ANSI 600 VALVULA DE BOLA %%C30”, AP. COMP., RF, ANSI 600 VALVULA DE BOLA %%C36”, AP. COMP., RF, ANSI 600 TUBERIA %%C2”, API 5L–Gr.B, esp.=0,154” TUBERIA %%C4”, API 5L–Gr.B, esp.=0,237” TUBERIA %%C6”, API 5L–Gr.B, esp.=0,280” TUBERIA %%C8”, API 5L–Gr.B, esp.=0,322” ( VER NOTA 12 ) JUNTA MONOLITICA ( VER NOTA 13 ) CONEX.P/BALON INFLABLE TIPO ”L” c b REVESTIMIENTO a L (VER NOTA 5) VER NOTA 11 1500 WELDOLET 4”x2” WELDOLET 6”x2” 82 86 89 88 87 85 84 83 81 80 79 78 77 76 75 , BFW, A–105 Gr.II , BFW, A–105 Gr.II WELDOLET 8”x2” WELDOLET 10”x2” WELDOLET 12”x2” 67 71 74 73 72 70 69 68 66 65 64 61 63 62 60 , BFW, A–105 Gr.II , BFW, A–105 Gr.II , BFW, A–105 Gr.II r=40%%c 52 56 59 58 57 55 54 53 51 50 49 48 47 46 45 BRIDA%%C20”, WN, RF, ANSI 600, A–105 BRIDA %%C2”, WN, RF, ANSI 600, A–105 BRIDA %%C6”, WN, RF, ANSI 600, A–105 BRIDA %%C8”, WN RF, ANSI 600, A–105 BRIDA%%C10”, WN, RF, ANSI 600, A–105 BRIDA%%C12”, WN, RF, ANSI 600, A–105 BRIDA%%C16”, WN, RF, ANSI 600, A–105 BRIDA%%C26”, WN, RF, ANSI 600, A–105 37 44 43 42 41 40 39 38 33 36 35 34 32 31 30 TRAMO RECTO 500 300 2000 RENG.DESCRIPCION: VALVULA DE TAPON %%C1/2” BRIDA%%C30”, WN, RF, ANSI 600, A–105 BRIDA%%C36”, WN, RF, ANSI 600, A–105 22 29 28 27 26 25 24 23 18 21 20 19 17 16 15 TUBERIA%%C10”, API 5L–Gr.B, esp.=0,365” TUBERIA%%C12”, API 5L–Gr.B, esp.=0,375” TUBERIA%%C16”, API 5L–X52, esp.=0,375” TUBERIA%%C20”, API 5L–X52, esp.=0,438” TUBERIA%%C26”, API 5L–X52, esp.=0,500” TUBERIA%%C30”, API 5L–X52, esp.=0,625” TUBERIA%%C36”, API 5L–X52, esp.=0,750” 7 14 13 12 11 10 9 8 3 6 5 4 2 1 , (LINE BREAK) , (LINE BREAK) , (LINE BREAK) , (LINE BREAK) , (LINE BREAK) , (LINE BREAK) , (LINE BREAK) , (LINE BREAK) 852,76PZA PZA PZA PZA PZA PZA PZA PZA 188,24 63,50 63,50 104,33 299,37 435,45 435,45 PZA PZA PZA PZA PZA PZA PZA 58,97 6,80 13,61 36,29 0,80 0,80 68,04 5,44PZA PZA PZA PZA PZA PZA PZA PZA 0,80 0,80 0,80 57,10 1,81 65,78 65,09 PZA PZA PZA PZA PZA PZA PZA 3,86 10,43 18,60 26,76 10,89 20,41 38,10 2 – – – – – – – 1 – – – – – – – – 1 – – – – – – – – – – – – 2 – – – 2 – – 1 – – – 1 – – – 2 – – – – – 1 – – – – – – 1 – – – 1 – – – – – – – – – – – – – 1 – 1 – – – – 2 – – – – 1 2 – – – – – – – – – – – – – – 2 2 22 – – – – – – – – – – – 2 – – – 2 – – – – – – – – – – – – – – 22 – – – – – – – – – – – – – – – – – – – – 2 – – – – – – – 1 – – – – 2– – – 1 – 1 – – – – – – – – – – – 2 – – – 2 – – 2 – 2 – – 2 – – – 2 – – x 0,322” x 0,280” x 0,322” x 0,280” x 0,237” x 0,237” x 0,375” x 0,322” x 0,322” x 0,365” 63,96PZA PZA PZA PZA PZA PZA PZA PZA 71,17 116,48 11,79 24,04 39,01 39,01 63,96 PZA PZA PZA PZA PZA PZA PZA 453,60 63,96 109,77 163,29 5,90 13,15 24,04 Gr.II Gr.II Gr.II Gr.II Gr.II Gr.II Gr.II Gr.II Gr.II Gr.II Gr.II Gr.II 18,14PZA PZA PZA PZA PZA PZA PZA PZA 39,92 58,06 18,60 39,01 63,50 104,33 5,44 PZA PZA PZA PZA PZA PZA PZA 101,67 34,93 51,26 83,92 209,56 307,54 435,45 5 2 2 – 4 – – 4 – – – – – – – – – – – – – – – – – – – – – – 4 – – – – – – – – – – 5 – – – 5 – – – – – – – – 5 – – – – – – – – – – – – – – – – – – – – 2 – – – – – – 3 – – – 4 – – – 5 4 – – – – – 5 – – – – – – – 2 2 11 2 2 3 13 13 – 5 – – – 5 – – 2 – – 2 – – 5 – – – – – – – 2 – – – – – – 2 – 2 – – – – – – – – – 2 – 13 – – – – – – – – – – – – – – 2 5 – – – – – – – 2 – 2 – 5 – 2 – 5 – – 13 – – – 2 – 13 – 6 7 – – 2 – – 2 – – – 1 – – – – – – – – 1 – – – – – 2 – – – – – – – – – 2 – – – – 2 1 – 1 – – – – – – 2 – – – – – 2 22 – – – – 2 – – – – – – 2 2 2 – – – – – – – – – – – – – 1 2 – – 1 – – – – – – – – – 2 1 4 2 – – 2 – – – – – 2 1 4 – 6 3 4 6 3 4 – – – – – – – – UNIDAD 15,945 7,564 Gr.II Gr.II 454,00PZA PZA PZA PZA PZA PZA PZA PZA 4,00 557,92 780,19 23,00 79,00 177,00 279,00 PZA PZA PZA PZA PZA PZA PZA 544,00 631,00 159,00 323,00 753,00 1430,00 2274,00 , SIN COSTURA , SIN COSTURA , SIN COSTURA , SIN COSTURA , SIN COSTURA , SIN COSTURA , SIN COSTURA , SIN COSTURA , SIN COSTURA , SIN COSTURA , CON COSTURA(ERW) 60,24ML PZA PZA PZA ML ML ML ML 5058,00 6328,00 11013,00 5,43 16,06 28,23 42,49 ML ML ML ML ML ML 202,39 73,81 93,76 136,17 291,68 419,67 [KG/UNID.] 4 4 4 1 – – 4 1 – – – – – 4 – – – 4 4 1 – – – – – – 4 – – – – – 1 – 1 – – – – – – – – – – 1 – – – – – – – – – – – – 3 – – 1 4 1 – – – 4 4 1 – – 4 1 – – – 4 – – 1 – – – – – – – – 1 1 – – – – – – 1 – – – – – – – 0,650 20,776 8,680 12” 19,256 0,650 – – – 0,650 – – – – – – 17,643 – 7,987 0,650 – – – – – – 8,322 – – – – – – – – – – – – – – 6” – – – 8” – – – – – – – – 10” – – – 4,506 0,650 9,686 0,650 – – – – 8,986 – – – – – 0,650 – – 1 – – – 6,975 – – 25,906– 23,120 – – – – 16” 34,828 – – – – – – – – 20” – – 26” CANTIDADES: LISTA DE MATERIALES PESO 1 1 4 1 2 4 1 – 2 – – – – – – – 3 – – 3 – – – – – – – – – – 6,321 6,507 0,650 1.076 1 0,650 – 1 – – – 1.076 – – – – 44,700 6,3715,031 – – – – 36,328 – – 30” – – 36” PDVSA GAS DEPENDENCIA GERENCIA INGENIERIA OPERACIONAL DE GAS
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