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Coperzero 40 Ventilato
Presentación
Presentación

Straight panel consisting of a Profile 40 metal weather sheet, an insulation layer of either regular EPS or graphite-additivated EPS and an internal liner of lightly fluted metal sheet.
The inside of the panel is hollow between the profile and the insulation panel, so as to create ventilation channels.

COPERZERO 40 VENTILATO panels are suitable for use in industrial or agricultural constructions including breeding farms as well as in cost effective commercial and industrial constructions.

Estratigrafía
1. Profile 40 weather liner
2. Expanded polystyrene (EPS), either plain white or additivated with graphite
3. Lightly fluted internal liner with PVC joint cover strip
Inclinación mínima

7% minimum gradient subject to local building regulations

Secciones y detalles
Características técnicas
Parámetros Dimensiones Tolerancias dimensionales
Width 1042 mm - cover width 1000 mm ± 5 mm
Length * from 1000 to 7000 mm L ≤ 3000 mm ± 5 mm
L > 3000 mm ± 10 mm
Core thickness 40÷200 mm ± 3 mm
Profile height 40 mm ± 2 mm
Deviation of perpendicularity - 0,60%

* Maximum length subject to bending radius. Contact Copernit Technical Department for specific advice

Prestaciones
Test Valor Norma de referencia
Resistance to external fire Bʀᴏᴏғ(t3) * UNI EN 13501-5

* test performed on Coperflex RV 40 Ventilato

Disponibilidad aislante EPS
Panel blanco Panel con grafito
EPS insulation features
Espesor aislante
(mm)
Absorción del agua aislante
(%)
Resistencia a la compresión aislante
(kPa)
Reacción al fuego aislante
(EN 13501)
Transmitancia térmica
UNI EN ISO 6946
(U = W/m²K)
EPS blanco
λᴅ = 0,038 W/mK
EPS con grafito
λᴅ = 0,031 W/mK
40 ≤ 3 ≥ 70 class E 0,84 0,70
50 ≤ 3 ≥ 70 class E 0,69 0,57
60 ≤ 3 ≥ 70 class E 0,58 0,48
80 ≤ 3 ≥ 70 class E 0,45 0,37
100 ≤ 3 ≥ 70 class E 0,36 0,30
120 ≤ 3 ≥ 70 class E 0,30 0,25
130 ≤ 3 ≥ 70 class E 0,28 0,23
140 ≤ 3 ≥ 70 class E 0,26 0,22
150 ≤ 3 ≥ 70 class E 0,24 0,20
160 ≤ 3 ≥ 70 class E 0,23 0,19
170 ≤ 3 ≥ 70 class E 0,22 0,18
180 ≤ 3 ≥ 70 class E 0,21 0,17
190 ≤ 3 ≥ 70 class E 0,20 0,16
200 ≤ 3 ≥ 70 class E 0,19 0,15
Otras características
Structural table for straight panels.
Espesor aislante
(mm)
Soportes metálicos tipo y espesor Peso panel Coperzero 40 Ventilato
(kg/m²)
Cargas admisibles uniformemente distribuidas
Intereje de los apoyos (m)
1,20 1,50 2,00 2,50 3,00
40 steel 0,5mm + steel 0,4mm 9,15 325 300 250 195 140
40 steel 0,6mm + steel 0,4mm 10,13 345 320 265 210 150
40 steel 0,7mm + steel 0,4mm 11,11 365 340 280 225 165
40 steel 0,8mm + steel 0,4mm 12,09 390 365 300 245 185
40 aluminium 0,6mm + steel 0,4mm 6,30 225 200 170 115 75
40 aluminium 0,7mm + steel 0,4mm 6,65 245 220 190 135 90
40 aluminium 0,8mm + steel 0,4mm 6,99 265 240 210 155 105
50 steel 0,5mm + steel 0,4mm 9,35 375 325 265 210 160
50 steel 0,6mm + steel 0,4mm 10,33 395 345 280 225 170
50 steel 0,7mm + steel 0,4mm 11,31 415 365 300 240 185
50 steel 0,8mm + steel 0,4mm 12,29 440 390 320 260 205
50 aluminium 0,6mm + steel 0,4mm 6,50 245 215 180 125 80
50 aluminium 0,7mm + steel 0,4mm 6,85 265 235 200 145 95
50 aluminium 0,8mm + steel 0,4mm 7,19 285 255 220 165 110
60 steel 0,5mm + steel 0,4mm 9,55 390 340 280 220 180
60 steel 0,6mm + steel 0,4mm 10,53 410 360 295 235 190
60 steel 0,7mm + steel 0,4mm 11,51 430 380 310 250 205
60 steel 0,8mm + steel 0,4mm 12,49 455 405 330 270 225
60 aluminium 0,6mm + steel 0,4mm 6,70 255 225 190 135 90
60 aluminium 0,7mm + steel 0,4mm 7,05 275 245 210 155 105
60 aluminium 0,8mm + steel 0,4mm 7,39 295 265 230 175 120
80 steel 0,5mm + steel 0,4mm 9,95 425 380 310 250 200
80 steel 0,6mm + steel 0,4mm 10,93 445 400 325 265 210
80 steel 0,7mm + steel 0,4mm 11,91 465 420 340 280 225
80 steel 0,8mm + steel 0,4mm 12,89 490 445 360 300 245
80 aluminium 0,6mm + steel 0,4mm 7,10 270 240 210 155 115
80 aluminium 0,7mm + steel 0,4mm 7,45 290 260 230 175 130
80 aluminium 0,8mm + steel 0,4mm 7,79 310 280 250 195 145
100 steel 0,5mm + steel 0,4mm 10,35 465 410 325 275 225
100 steel 0,6mm + steel 0,4mm 11,33 485 430 340 290 235
100 steel 0,7mm + steel 0,4mm 12,31 505 450 355 305 250
100 steel 0,8mm + steel 0,4mm 13,29 535 480 375 320 265
100 aluminium 0,6mm + steel 0,4mm 7,50 285 255 225 170 130
100 aluminium 0,7mm + steel 0,4mm 7,85 305 275 245 190 145
100 aluminium 0,8mm + steel 0,4mm 8,19 325 295 265 210 160
120 steel 0,5mm + steel 0,4mm 10,75 500 440 340 285 245
120 steel 0,6mm + steel 0,4mm 11,73 520 460 355 300 255
120 steel 0,7mm + steel 0,4mm 12,71 545 485 370 315 265
120 steel 0,8mm + steel 0,4mm 13,69 575 515 390 335 280
120 aluminium 0,6mm + steel 0,4mm 7,90 300 270 250 185 145
120 aluminium 0,7mm + steel 0,4mm 8,25 320 290 260 205 160
120 aluminium 0,8mm + steel 0,4mm 8,59 350 320 280 225 175
130 steel 0,5mm + steel 0,4mm 10,95 515 450 345 293 250
130 steel 0,6mm + steel 0,4mm 11,93 535 470 360 305 260
130 steel 0,7mm + steel 0,4mm 12,91 560 495 375 320 270
130 steel 0,8mm + steel 0,4mm 13,89 590 525 395 340 285
130 aluminium 0,6mm + steel 0,4mm 8,10 315 285 245 190 150
130 aluminium 0,7mm + steel 0,4mm 8,45 335 305 265 210 165
130 aluminium 0,8mm + steel 0,4mm 8,79 360 330 290 230 280
140 steel 0,5mm + steel 0,4mm 11,15 530 460 350 300 255
140 steel 0,6mm + steel 0,4mm 12,13 550 480 365 315 260
140 steel 0,7mm + steel 0,4mm 13,11 575 505 380 330 270
140 steel 0,8mm + steel 0,4mm 14,09 605 535 400 350 280
140 aluminium 0,6mm + steel 0,4mm 8,30 325 295 255 200 155
140 aluminium 0,7mm + steel 0,4mm 8,65 345 315 275 220 170
140 aluminium 0,8mm + steel 0,4mm 8,99 370 340 300 240 190
150 steel 0,5mm + steel 0,4mm 11,35 545 470 357 306 260
150 steel 0,6mm + steel 0,4mm 12,33 565 490 372 319 265
150 steel 0,7mm + steel 0,4mm 13,31 590 515 387 334 275
150 steel 0,8mm + steel 0,4mm 14,29 620 545 407 354 286
150 aluminium 0,6mm + steel 0,4mm 8,50 335 305 265 210 160
150 aluminium 0,7mm + steel 0,4mm 8,85 355 325 285 230 175
150 aluminium 0,8mm + steel 0,4mm 9,19 380 350 310 250 195
160 steel 0,5mm + steel 0,4mm 11,55 560 480 364 312 267
160 steel 0,6mm + steel 0,4mm 12,53 580 500 379 325 272
160 steel 0,7mm + steel 0,4mm 13,51 605 525 394 340 282
160 steel 0,8mm + steel 0,4mm 14,49 635 555 414 360 293
160 aluminium 0,6mm + steel 0,4mm 8,70 345 315 275 220 165
160 aluminium 0,7mm + steel 0,4mm 9,05 365 335 295 240 180
160 aluminium 0,8mm + steel 0,4mm 9,39 390 360 320 260 200
170 steel 0,5mm + steel 0,4mm 11,75 575 490 377 327 274
170 steel 0,6mm + steel 0,4mm 12,73 595 510 392 340 279
170 steel 0,7mm + steel 0,4mm 13,71 620 535 407 355 289
170 steel 0,8mm + steel 0,4mm 14,69 650 565 427 375 300
170 aluminium 0,6mm + steel 0,4mm 8,90 355 325 285 230 170
170 aluminium 0,7mm + steel 0,4mm 9,25 375 345 305 250 185
170 aluminium 0,8mm + steel 0,4mm 9,59 400 370 330 270 205
180 steel 0,5mm + steel 0,4mm 11,95 590 500 390 342 281
180 steel 0,6mm + steel 0,4mm 12,93 610 520 405 355 286
180 steel 0,7mm + steel 0,4mm 13,91 635 545 420 370 296
180 steel 0,8mm + steel 0,4mm 14,89 665 575 440 390 307
180 aluminium 0,6mm + steel 0,4mm 9,10 365 335 295 240 175
180 aluminium 0,7mm + steel 0,4mm 9,45 385 355 315 260 190
180 aluminium 0,8mm + steel 0,4mm 9,79 410 380 340 280 210
190 steel 0,5mm + steel 0,4mm 12,15 605 510 403 357 288
190 steel 0,6mm + steel 0,4mm 13,13 625 530 418 370 293
190 steel 0,7mm + steel 0,4mm 14,11 650 555 433 385 303
190 steel 0,8mm + steel 0,4mm 15,09 680 585 453 405 314
190 aluminium 0,6mm + steel 0,4mm 9,30 375 345 305 250 180
190 aluminium 0,7mm + steel 0,4mm 9,65 395 365 325 270 195
190 aluminium 0,8mm + steel 0,4mm 9,99 420 390 350 290 215
200 steel 0,5mm + steel 0,4mm 12,35 620 520 416 372 295
200 steel 0,6mm + steel 0,4mm 13,33 640 540 431 385 300
200 steel 0,7mm + steel 0,4mm 14,31 665 565 446 400 310
200 steel 0,8mm + steel 0,4mm 15,29 695 595 466 420 321
200 aluminium 0,6mm + steel 0,4mm 9,50 385 355 315 260 185
200 aluminium 0,7mm + steel 0,4mm 9,85 405 375 335 280 200
200 aluminium 0,8mm + steel 0,4mm 10,19 430 400 360 300 220

The listed maximum distributed load values are indicative and are as tested in our laboratory with minimum 2 fasteners per square meter ( 6,3mm steel fasteners ) and maximum deflection value of L/200 in accordance with M.P.W. bylaw 16.01.1996. Static calculations are the responsibility of the Designer / Main Contractor.