CARACTERÏSTICAS CONSTRUCTIVAS
MODELOH
(m)
h1
(mm)
h2
(mm)
Ancho 
punta (mm)
Ancho
base (mm)
Conicidad
(mm/m)
Espesor
de chapa (mm)
Peso
(kg)
CH 160-7 P70007000110187112.581
CH 160-9 P90009000110209112.5110
CH 250-7 P70007000110243192.5107
CH 250-9 P90009000110281192.5145
CH 250-11 P1100011000110319192.5190
CH 400-7 P70007000145271183155
CH 400-9 P90009000145307183206
CH 400-11 P1100011000145343183204
CH 400-13 P1300090004750145371183/3325
CH 630-7 P70007000145285213176
CH 630-9 P90009000145325213232
CH 630-11 P1100011000145365213.5334
CH 630-13 P1300090004750145397213/3,5392
CH 800- 7 P70007000200347213253
CH 800-9 P90009000200389213321
CH 800-11 P1100011000200431213.5442
CH 800-13 P1300090004850200464213,5/3,5540
CH 1000-7 P70007000200368245.5436
CH 1000-9 P90009000200416245.5563
CH 1000-11 P1100011000200465245.5704
CH 1000-13 P1300090005000200498245,5/5,5866
CH 1000-15 P1500090007000200546245,5/5,5990
CH 1250-7 P70007000200396285.5471
CH 1250-9 P90009000200452285.5609
CH 1250-11 P1100011000200508285.5763
CH 1250-13 P13000130005000200550285,5/5,5938
CH 1250-15 P15000150007000200606285,5/5,51072
CH 1600-7 P70007000200396286.5617
CH 1600-9 P90009000200452286.5781
CH 1600-11 P1100011000200508286.5966
CH 1600-13 P1300090005000200548286,5/6,51172
CH 1600-15 P1500090007000200604286,5/6,51333
CH 2500-9 P90009000300552286.51026
CH 2500-11 P1100011000300608286.51249
CH 2500-13 P1300090005250300648286,5/6,51527
CH 2500-15 P1500090007250300704286,5/6,51723
DIMENSIONES DE LA PLACA BASE
MODELOPlaca base
(mm)
Espesor
(mm)
PernosNº de PernosLongitud de pernos
(mm)
CH 160-7 P300×30015M2041000
CH 160-9 P325×32515M2041000
CH 250-7 P375×37520M2041000
CH 250-9 P400×40020M2441500
CH 250-11 P425×42520M2441500
CH 400-7 P475×47520M2441500
CH 400-9 P500×50020M2441500
CH 400-11 P525×52520M2441500
CH 400-13 P550×55020M3041500
CH 630-7 P500×50025M2441500
CH 630-9 P525×52525M3041500
CH 630-11 P550×55025M3041500
CH 630-13 P575×57525M3041500
CH 800- 7 P625×62530M3041500
CH 800-9 P650×65030M3041500
CH 800-11 P675×67530M3041500
CH 800-13 P700×70030M3041500
CH 1000-7 P700×70035M3041500
CH 1000-9 P725×72535M3081500
CH 1000-11 P750×75035M3081500
CH 1000-13 P800×80035M3081500
CH 1000-15 P800×80035M3081500
CH 1250-7 P750×75035M3081500
CH 1250-9 P775×77535M3081500
CH 1250-11 P800×80035M3081500
CH 1250-13 P825×82535M3081500
CH 1250-15 P850×85035M3081500
CH 1600-7 P825×82545M3081500
CH 1600-9 P850×85045M3081500
CH 1600-11 P875×87545M3081500
CH 1600-13 P900×90045M3081500
CH 1600-15 P925×92545M3081500
CH 2500-9 P975×97545M3381500
CH 2500-11 P1000×100045M3381500
CH 2500-13 P1025×102545M3381500
CH 2500-15 P1050×105045M3381500
CIMENTACIÓN
CIMENTACIONES PARA APOYOS DE CHAPA CON PLACA
MODELOH TOTAL
(m)

(m)
K=8
a (m)
K=8
v (m3)
K=12
a (m)
K=12
v (m3)
K=16
a (m)
K=16
v (m3)
CH 160 P71.200.690.570.520.320.400.19
CH 160 P91.250.740.680.560.390.430.23
CH 250 P71.300.780.790.560.450.470.29
CH 250 P91.550.851.120.640.630.500.39
CH 250 P111.550.881.200.660.680.530.44
CH 400 P71.550.921.310.700.760.580.52
CH 400 P91.550.991.520.760.900.600.56
CH 400 P111.551.041.680.800.990.630.62
CH 400 P131.551.071.770.821.040.650.65
CH 630 P71.551.001.550.760.900.600.56
CH 630 P91.551.091.840.821.040.630.62
CH 630 P111.601.091.900.821.080.650.68
CH 630 P131.701.112.090.821.140.680.79
CH 800 P71.551.192.190.921.310.730.83
CH 800 P91.551.212.270.931.340.750.87
CH 800 P111.651.272.660.981.580.781.00
CH 800 P131.701.333.011.021.770.801.09
CH 1000 P71.551.282.541.011.580.800.99
CH 1000 P91.601.312.751.021.660.831.10
CH 1000 P111.701.383.241.071.950.861.26
CH 1000 P131.751.443.631.112.160.891.39
CH 1000 P151.801.483.941.142.340.911.49
CH 1250 P71.651.322.871.011.680.851.19
CH 1250 P91.701.433.481.112.090.891.35
CH 1250 P111.751.453.681.112.160.901.42
CH 1250 P131.851.494.111.142.400.931.60
CH 1250 P151.901.534.451.172.600.951.71
CH 1600 P71.701.463.621.142.210.931.47
CH 1600 P91.751.513.991.172.400.951.58
CH 1600 P111.851.594.681.242.840.981.78
CH 1600 P131.901.675.301.293.161.042.06
CH 1600 P151.951.725.771.343.501.062.19
CH 2500 P92.001.725.921.333.541.082.33
CH 2500 P112.001.756.131.343.591.102.42
CH 2500 P132.101.826.961.414.181.152.78
CH 2500 P152.151.907.761.464.581.203.10

En el cuadro adjunto se indican las cimentaciones necesarias según sea el terreno flojo, normal o rocoso, definido por un coeficiente de compresibilidad media o dos metros de profundidad de 8, 12 y 16 Kg/cm³ respectivamente. 
Estas cimentaciones se han verificado al vuelco por la fórmula de Sulzberger con coeficiente de seguridad 1,5.
Ha de verificarse que 1,5 Mv ≤ M1 + M2
Donde:
M1= 0,278 Kah3 
M2= 0,4 Pa 
Para:
K= 8 Kg/cm³ (terreno flojo) 
K= 12 Kg/cm³ (terreno normal) 
K= 16 Kg/cm³ (terreno rocoso)