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LISTA DE MATERIALES Item Posicion Marca 6HFFLyQ [mm] Cantidad total Longitud Total [mm] Ancho Total [mm] Peso Total [Kg] 1.00 Tramo 1 1.00 427.77 1.10 Diagonal D1 L50X4 18 2023.00 111.43 1.20 Diagonal D2 L50X4 6 1872.00 34.37 1.30 Horizontal H1 L50X4 9 1469.00 40.46 1.40 Montante M1 UV80X80X6 3 6000.00 203.47 1.50 Junta UV1-2 PLE 10 3 445.00 363.00 38.04 6.00 Plataforma Superior 1.00 129.68 6.10 Marco MP1 L60x6 3 2765.00 44.99 6.20 7UDYHVDxR T1 L50X4 3 462.00 4.24 6.30 7UDYHVDxR T2 L50X4 2 318.00 1.95 6.40 7UDYHVDxR T3 L50X4 1 400.00 1.22 6.50 7UDYHVDxR T4 L50X4 4 834.00 10.21 6.60 7UDYHVDxR T5 L50X4 2 396.00 2.42 6.70 7UDYHVDxR T6 L50X4 2 383.00 2.34 6.80 7UDYHVDxR T7 L50X4 1 1205.00 3.69 6.90 7UDYHVDxR T8 L50X4 1 833.00 2.55 6.100 8QtRQ SLH GH DPLJR PL2 PLE 6 2 106.00 70.00 0.70 6.110 Piso P1 Malla Exp. 76x32x6x5 2 1440.00 920.00 33.20 6.120 Piso P1 Malla Exp. 76x32x6x5 2 1017.00 870.00 22.17 LISTA DE MATERIALES Item Posicion Marca 6HFFLyQ [mm] Cantidad total Longitud Total [mm] Ancho Total [mm] Peso Total [Kg] 7.00 Sop. Plat. Superior 2.00 11.12 7.10 Pie de amigo S1 L50X6 2 1194.00 10.67 7.20 Placa Junta PL1 PLE 6 2 80.00 60.00 0.45 8.00 Barandas tipo 1 12.00 94.81 8.10 Barandas B1 L40x3 12 1295.00 28.59 9.00 Barandas tipo 2 2.00 2.84 9.10 Barandas B2 L40X3 2 771.00 2.84 10.00 Parante tipo 1 3.00 15.99 10.10 Tubo principal PR1 TB ISO II 1-1/2" 3 1000.00 12.24 10.20 Soporte barandas PL3 PLE 6 12 55.00 40.00 1.24 10.30 Base PL4 PLE 6 3 143.00 108.00 2.18 10.40 Tapa PL5 PLE 6 3 48.00 48.00 0.33 11.00 Parante tipo 2 3.00 15.08 11.10 Tubo principal PR1 TB ISO II 1-1/2" 3 1000.00 12.24 11.20 Soporte barandas PL3 PLE 6 12 55.00 40.00 1.24 11.30 Base PL6 PLE 6 3 150.00 60.00 1.27 11.40 Tapa PL5 PLE 6 3 48.00 48.00 0.33 TORQUE DE PERNOS ASTM A-325
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TORRE TRIANGULAR 24 m_EEQ_REV. 1.pdf

Nov 20, 2015

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  • LISTA DE MATERIALES

    Item Posicion Marca

    [mm]

    Cantidad

    total

    Longitud

    Total [mm]

    Ancho Total

    [mm]

    Peso

    Total [Kg]

    1.00 Tramo 1 1.00 427.77

    1.10 Diagonal D1 L50X4 18 2023.00 111.43

    1.20 Diagonal D2 L50X4 6 1872.00 34.37

    1.30 Horizontal H1 L50X4 9 1469.00 40.46

    1.40 Montante M1 UV80X80X6 3 6000.00 203.47

    1.50 Junta UV1-2 PLE 10 3 445.00 363.00 38.04

    6.00 Plataforma Superior 1.00 129.68

    6.10 Marco MP1 L60x6 3 2765.00 44.99

    6.20 T1 L50X4 3 462.00 4.24

    6.30 T2 L50X4 2 318.00 1.95

    6.40 T3 L50X4 1 400.00 1.22

    6.50 T4 L50X4 4 834.00 10.21

    6.60 T5 L50X4 2 396.00 2.42

    6.70 T6 L50X4 2 383.00 2.34

    6.80 T7 L50X4 1 1205.00 3.69

    6.90 T8 L50X4 1 833.00 2.55

    6.100 PL2 PLE 6 2 106.00 70.00 0.70

    6.110 Piso P1 Malla Exp.76x32x6x5

    2 1440.00 920.00 33.20

    6.120 Piso P1 Malla Exp.76x32x6x5

    2 1017.00 870.00 22.17

    LISTA DE MATERIALES

    Item Posicion Marca

    [mm]

    Cantidad

    total

    Longitud

    Total [mm]

    Ancho Total

    [mm]

    Peso

    Total [Kg]

    7.00 Sop. Plat. Superior 2.00 11.12

    7.10 Pie de amigo S1 L50X6 2 1194.00 10.67

    7.20 Placa Junta PL1 PLE 6 2 80.00 60.00 0.45

    8.00 Barandas tipo 1 12.00 94.81

    8.10 Barandas B1 L40x3 12 1295.00 28.59

    9.00 Barandas tipo 2 2.00 2.84

    9.10 Barandas B2 L40X3 2 771.00 2.84

    10.00 Parante tipo 1 3.00 15.99

    10.10 Tubo principal PR1 TB ISO II1-1/2"

    3 1000.00 12.24

    10.20 Soporte barandas PL3 PLE 6 12 55.00 40.00 1.24

    10.30 Base PL4 PLE 6 3 143.00 108.00 2.18

    10.40 Tapa PL5 PLE 6 3 48.00 48.00 0.33

    11.00 Parante tipo 2 3.00 15.08

    11.10 Tubo principal PR1 TB ISO II1-1/2"

    3 1000.00 12.24

    11.20 Soporte barandas PL3 PLE 6 12 55.00 40.00 1.24

    11.30 Base PL6 PLE 6 3 150.00 60.00 1.27

    11.40 Tapa PL5 PLE 6 3 48.00 48.00 0.33

    TORQUE DE PERNOS

    ASTM A-325

  • LISTA DE MATERIALES

    Item Posicion Marca

    [mm]

    Cantidad

    total

    Longitud

    Total [mm]

    Ancho Total

    [mm]

    Peso

    Total [Kg]

    2.00 Tramo 2 1.00 494.05

    2.10 Diagonal D3 L50X4 6 2346.00 43.07

    2.20 Diagonal D4 L50X4 6 2544.00 46.71

    2.30 Diagonal D5 L50X4 6 2731.00 50.74

    2.40 Horizontal H2 L50X4 3 1304.00 11.97

    2.50 Horizontal H3 L50X4 3 1657.00 15.21

    2.60 Horizontal H4 L50X4 3 1844.00 16.93

    2.70 Montante M2 UV80x80x8 3 6000.00 282.60

    2.80 Junta UV2-3 PLE 10 3 365.00 312.00 26.82

    3.00 Tramo 3 1.00 631.11

    3.10 Diagonal D6 L50x6 6 3597.00 96.47

    3.20 Diagonal D7 L50x6 6 3776.00 101.27

    3.30 Arriostramiento A1 L40x3 6 1883.00 20.78

    3.40 Arriostramiento A2 L40x3 6 878.00 9.69

    3.50 Arriostramiento A3 L40x3 6 1970.00 21.75

    3.60 Arriostramiento A4 L40x3 6 927.00 10.23

    3.70 Arriostramiento A9 L40x3 3 1149.00 6.34

    3.80 Horizontal H6 L50x4 3 2315.00 21.25

    3.90 Montante M2 UV100x80x8 3 6000.00 316.51

    3.100 Junta UV3-4 PLE 10 3 365.00 312.00 26.82

    TORQUE DE PERNOS

    ASTM A-325

  • LISTA DE MATERIALES

    Item Posicion Marca

    [mm]

    Cantidad

    total

    Longitud

    Total [mm]

    Ancho Total

    [mm]

    Peso

    Total [Kg]

    4.00 Tramo 6 1.00 742.08

    4.10 Diagonal D8 L60x6 6 3963.00 128.96

    4.20 Diagonal D9 L60x6 6 4165.00 135.53

    4.30 Arriostramiento A5 L40x3 6 2070.00 22.74

    4.40 Arriostramiento A6 L40x3 6 977.00 10.97

    4.50 Arriostramiento A7 L40x3 6 2158.00 23.82

    4.60 Arriostramiento A8 L40x3 6 1030.00 11.37

    4.70 Arriostramiento A10 L40x3 3 1291.00 7.13

    4.80 Arriostramiento A11 L40x3 3 1433.00 7.91

    4.90 Horizontal H7 L50x4 3 2598.00 23.85

    4.100 Horizontal H8 L50x4 3 2883.00 26.47

    4.110 Montante M2 UV100x80x8 3 6000.00 316.51

    4.120 Junta UV4-Base PLE 10 3 365.00 312.00 26.82

    5.00 Base de anclaje 3.00 88.38

    5.10 UV- Anclaje UV4-Base UV100x80x8 3 403.00 21.26

    5.20 Placa base PL7 PLE 20 3 350.00 350.00 57.70

    5.30 Cartela PL8 PLE 10 3 200.00 100.00 9.42

    TORQUE DE PERNOS

    ASTM A-325

  • TORQUE DE PERNOS

    ASTM A-325

  • LISTA DE MATERIALES

    Item Posicion Marca

    [mm]

    Cantidad

    total

    Longitud

    Total [mm]

    Ancho Total

    [mm]

    Peso

    Total [Kg]

    12.00 Plataforma inferior 1.00 101.04

    12.10 Marco MP2 L60x6 3 2031.00 33.04

    12.20 Marco MP2.1 L60x6 3 85.00 1.38

    12.30 T9 L50x4 1 1233.00 3.77

    12.40 T10 L50x4 1 820.00 2.51

    12.50 T11 L50x4 1 431.00 1.32

    12.60 T12 L50x4 3 730.00 6.70

    12.70 T13 L50x4 1 611.00 1.87

    12.80 T14 L50x4 1 637.00 1.88

    12.90 Piso P2 Malla Exp.76x32x6x5

    2 1832.00 1058 48.57

  • LISTA DE MATERIALES

    Item Posicion Marca

    [mm]

    Cantidad

    total

    Longitud

    Total [mm]

    Ancho Total

    [mm]

    Peso

    Total [Kg]

    13.00 Escalera tramo 1 1.00 65.21

    13.10 Parante N/A L40x3 2 5994.00 22.06

    13.20 N/A 20 400.00 15.97

    13.30 Aro protector N/A PLT 30x4 6 1900.00 10.72

    13.40 N/A PLT 30x4 3 5538.00 15.62

    13.50 Junta entre escaleras PL9 PLE 6 2 223.00 40 0.84

    14.00 Escalera tramo 2 1.00 65.21

    14.10 Parante N/A L40x3 2 5994.00 22.06

    14.20 N/A 20 400.00 15.97

    14.30 Aro protector N/A PLT 30x4 6 1900.00 10.72

    14.40 N/A PLT 30x4 3 5538.00 15.62

    14.50 Junta entre escaleras PL9 PLE 6 2 223.00 40 0.84

    15.00 Escalera tramo 3 1.00 65.21

    15.10 Parante N/A L40x3 2 5994.00 22.06

    15.20 N/A 20 400.00 15.97

    15.30 Aro protector N/A PLT 30x4 6 1900.00 10.72

    15.40 N/A PLT 30x4 3 5538.00 15.62

    15.50 Junta entre escaleras PL9 PLE 6 2 223.00 40 0.84

    16.00 Escalera tramo 4 1.00 60.79

    16.10 Parante N/A L40x3 2 5994.00 22.06

    16.20 N/A 20 400.00 15.97

    16.30 Aro protector N/A PLT 30x4 4 1900.00 7.14

    16.40 N/A PLT 30x4 3 5538.00 15.62

    17.00 Escalera cable 4.00 82.87

    17.10 Parante N/A L30x3 8 6000.00 65.28

    17.20 N/A L30x3 44 294.00 17.59

  • LISTA DE MATERIALES

    Item Posicion Marca

    [mm]

    Cantidad

    total

    Longitud

    Total [mm]

    Ancho Total

    [mm]

    Peso

    Total [Kg]

    18.00 Soporte baliza 1.00 3.60

    18.10 Varilla soporte N/A 1 1000.00 1.48

    18.20 Brida 2 BR2 PLE 6 2 230.00 50 1.08

    18.30 PL11 PLE 6 2 50.00 50.00 0.24

    18.40 Contra placa PL12 PLE 6 2 170.00 50 0.80

    19.00 1.00 4.35

    19.10 Perfil pricipal SV2 L60x6 1 400.00 2.17

    19.20 PL13 PLE 6 1 139.00 100 2.18

    20.00 1.00 4.35

    20.10 Perfil pricipal SV2 L60x6 1 400.00 2.17

    20.20 PL13 PLE 6 1 139.00 100 2.18

    LISTA DE MATERIALES

    Item Posicion Marca

    [mm]

    Cantidad

    total

    Longitud

    Total [mm]

    Ancho Total

    [mm]

    Peso

    Total [Kg]

    25.00 Soporte antenas 2.00 43.17

    25.10 Tubo principal TB1 TB ISO II 4" 2 1000.00 19.84

    25.20 Brazo TB2 TB ISO II 2" 4 356.00 5.81

    25.30 PL14 PLE 6 4 340.00 150.00 9.61

    25.40 Contra placa PL15 PLE 6 4 280.00 150.00 7.91

  • LISTA DE MATERIALES

    Item Posicion Marca

    [mm]

    Cantidad

    total

    Longitud

    Total [mm]

    Ancho Total

    [mm]

    Peso

    Total [Kg]

    21.00 Soporte escalerasx12

    9.00 37.80

    21.10 Perfil principal SE1 L50x4 9 1000.00 27.54

    21.20 Brazo SE2 L50x4 9 140.00 3.86

    21.30 Brazo SE3 L50x4 9 140.00 3.86

    21.40 Placa junta PL10 PLE 6 18 60.00 50 2.54

    22.00 Soporte pararrayosx12

    1.00 26.67

    22.10 Perfil pricipal N/A TB ISO II 2" 1 6000.00 24.48

    22.20 Brida 1 BR1 PLE 6 2 235.00 50 1.11

    22.30 Brida 2 BR2 PLE 6 2 230.00 50 1.08

    23.00 de vida x12 1.00 19.85

    23.10 Parante PR2 L50x6 2 1094.00 9.78

    23.20 LV1 L50x6 2 757.00 6.77

    23.30 LV2 2 757.00 3.02

    23.40 Placa de anclaje PL13 PLE 6 2 60.00 50 0.28

    24.00 Ajuste esc. y sop.x12

    9.36

    24.10 U-Bolt Tipo 1 N/A 12

    " 18 240.00 3.84

    24.20 U-Bolt Tipo 2 N/A 12

    " 18 200.00 3.20

    24.30 U-Bolt Tipo 3 N/A 38

    " 2 130.00 0.16

    24.40 Esparrago N/A 12

    " 16 152.00 2.16

  • LISTA DE PERNOS

    Item Cantidad

    26.00 Juntas

    26.10 12

    "x1

    1

    2

    " 290

    26.20 12

    "x1

    3

    4

    " 28

    26.30 12

    "x2" 6

    26.40 58

    "x1

    3

    4

    " 167

    26.50 58

    "x2" 220

    26.60 38

    " 4

    26.70 12

    " 466

    26.80 58

    " 387

    26.90 36

    26.100 38

    " 4

    26.110 12

    " 434

    26.120 58

    " 387

    26.130 12

    26.140 38

    " 4

    26.150 12

    " 434

    26.160 58

    " 387

    26.170 12

    1.pdf (p.1)2.pdf (p.2)3.pdf (p.3)4.pdf (p.4)5.pdf (p.5)6.pdf (p.6)7.pdf (p.7)8.pdf (p.8)9.pdf (p.9)10.pdf (p.10)