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Corrugation 150
Underpass - type 1 - Corrugation 150

Corrugation 150 is available for the Underpass Type 1 of Imeva’s corrugated steel sheet culverts, a shape suitable for tunnels in which, in addition to a considerable width, it is important to have also a convenient height. It differs from the circular section for the flattening of the base and for the better distribution of the contact pressure on the ground at the corners. It is used for the passage of both pedestrians and road traffic, suitable for underground tunnels and to protect mountain roads from falling rocks.

Corrugation types for Underpass - type 1

Spessore della condotta
Altezza rilevato
m
min
+
1,0
2,5
2,5
3,5
3,5
3,5
3,5
4,0
4,0
4,0
4,5
1,01
+
2,50
2,5
2,5
2,5
2,5
3,5
3,5
3,5
3,5
4,0
4,0
2,51
+
4,00
2,5
2,5
3,5
3,5
3,5
3,5
4,0
4,0
4,0
4,5
4,01
+
5,50
2,5
2,5
3,5
3,5
3,5
3,5
4,0
4,0
4,0
4,5
5,51
+
7,00
3,5
3,5
3,5
4,0
4,0
4,0
4,0
4,5
4,5
5,5
7,01
+
8,50
3,5
3,5
4,0
4,0
4,0
4,5
4,5
5,5
5,5
6,0
Caratteristiche geometriche
piastre
6
7
8
spazi
28
32
34
38
41
44
47
51
53
56
Luce
m
2,20
2,45
2,70
2,95
3,20
3,45
3,70
3,95
4,20
4,45
Freccia
m
1,96
2,25
2,34
2,67
2,85
3,16
3,36
3,66
3,74
3,95
Sezione
m
3,55
4,60
5,20
6,50
7,50
8,90
10,10
11,80
12,80
14,30
Peso teorico con bulloneria kg/m
Spessore
mm
2,5
247
274
288
315
342
343
364
397
411
431
3,5
310
347
366
404
440
467
495
541
560
588
4,0
359
401
422
465
506
528
560
611
632
664
4,5
389
437
460
508
554
588
624
681
705
741
5,5
497
555
583
642
696
711
754
823
851
895
6,0
528
591
623
727
765
794
841
936
968
1014
7,0
590
663
699
799
853
907
962
1062
1098
1152

The indicated dimensions, referred to the inside of the corrugation, are nominal and therefore subject to manufacturing tolerances.

The indicated thicknesses are nominal and refer to the ungalvanized raw element; for them the tolerances according to UNI EN 10051 apply. Different tolerances must be agreed in advance. As they are theoretical, the weights are also variable according to the tolerances applicable to the thickness.

The minimum height of the embankment must be determined with specific verification by the designer.

For all sections, the number of elements is approximate and may vary depending on the availability of the elements themselves.

The dimensions in this table are approximate and not binding.

If greater thicknesses than those in the table – related to embankment height –are selected, ask for feasibility in advance, due to the possible deformation of the holes when the “radius of curvature/thickness” ratio is reduced.

TECHNICAL DETAILS - Underpass - type 1

Underpass Type 1 | Corrugation 150

Plate - Underpass - type 1

Plate Corrugation 200 | Underpass Type 1

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Technical data sheet

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Installation manual

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