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112
The contents of ALL the scope and calculation charts have to be considered indicative. It is the responsibility of the designer and / or of the user to proceed with the individual structural calculations and determine the specific planning applications of the package of couverture. In the multiplicity of the product that are present in the various documentation on the web, Alubel SpA cannot guarantee that the data and the exposed information’s are the most updated. It is the customer’s responsibility to contact our staff in order to obtain the latest version available.Alubel SpA reserves the right to update and modify the contents of this catalog at any time without prior notice. The information’s and the data contained in the technical data sheets, in the product specifications, in the product de-scriptions, in the brochures and in the advertising material have an indicative nature and become the binding content of the contract only after express written consent from us.
292
Tek 28 Piano
S= 20 - 40 - 60 - 80 - 100 mm
S
112
893
1000
External support
Internal support
Polyurethane foam
Lateral seal
FeaturesProfile height 28 mm
Panel width / Effective width 1000 mm / 893 mm
Maximum length 2200 mm
Maximum length 13200 mm
Minimum slope 7 %
Overlap one corrugation and a half
Workings transversal overlap
Recommended use copertura
Type of insulation PUR / PIR
Insulation thickness 20 - 40 - 60 - 80 - 100 mm
External support prepainted steel, prepainted aluminium ,raw aluminium, copper
Internal support prepainted steel, prepainted aluminium, bituminous felt, fiberglass, aluminium foil
Fire class according to UNI EN 13501-5:2016 BRoof (T3)
Drainage channel(drainage channel not available for versions in bituminous felt, fiberglass or aluminium foil)
The images are for illustrative purposes only.
293
Tek 28 Piano
Panel thickness [mm] without the corrugationSpan [m] 20 40 60 80 100
2 215 330 450 520 595
2,5 120 205 285 335 400
3 70 130 195 245 285
3,5 45 85 140 185 220
4 - 60 100 140 175
4,5 - - 70 105 135
5 - - 55 80 110
Panel thickness [mm] without the corrugationSpan [m] 20 40 60 80 100
2 240 330 405 460 515
2,5 145 225 295 350 400
3 90 145 215 265 315
3,5 50 95 155 200 235
4 - 65 110 150 185
4,5 - - 80 115 145
5 - - 60 90 115
Permitted load capacities [kg/m2] A upper side in steel, 0,5 mm thick B inner side in steel 0,4 mm thick
Permitted load capacities [kg/m2]A upper side in aluminium, 0,7 mm thick B inner side in steel 0,4 mm thick
Load values uniformly expressed in kg/m2, calculation made in accordance with UNI EN 14509 standard. Deflection limit equal to L/200. Calculation made with static scheme two supports. The content of this calculation table is to be considered approximate and purely indicative. The structural calculation, together with the determination of the design specifications, is the task of the designer and/or user in each single case.
294
Tek 28 Piano
Indicative weight of the prepainted galvanised steel panels [kg/m2]
Sheet thickness[mm]
Panel thickness [mm] without the corrugation
20 40 60 80 100
0,4 - 0,4 9,28 10,08 10,88 11,68 12,48
0,5 - 0,4 10,40 11,20 12,00 12,80 13.60
0,5 - 0,5 11,26 12,06 12,86 13,66 14,46
Indicative weight of the aluminium and steel panels [kg/m2]
Sheet thickness[mm]
Panel thickness [mm] without the corrugation
20 40 60 80 100
Al. 0,6 - Steel 0,4 7,08 7,88 8,68 9,48 10,28
Al. 0,7 - Steel 0,4 7,46 8,26 9,06 9,86 10,66
Al. 0,7 - Steel 0,5 8,33 9,13 9,93 10,73 11,53
Dimensional tolerances
Deviation [mm]
Length ± 10
Useful width ± 2
Thickness ± 2
Orthometry and rectangularity ± 6
The “U” value has been calculated following UNI EN ISO 6946, UNI EN ISO 10211, UNI EN 14509.
Thermal characteristics
UPanel thickness [mm] without the corrugation
20 40 60 80 100
W/m2k 0,795 0,469 0,334 0,259 0,212
295
Tek 28 Piano
T
LS
Predisposition foamed cut for overlapS= 20-40-60-80-100 mmL= min 2200 mm max 13200 mmT= 150, 200, 250, 300 mm
Double overlapping- not available
Left overlap Right overlap
Laying direction Laying direction
The images are for illustrative purposes only.
Please note that as things stand today the Tek 28 Piano panel production plant cannot guarantee correct positioning of the adhesive tape that makes it easier to remove the lay-er of polyurethane foam from the metal laminate. Pre-cutting of the polyurethane foam is, however, guaranteed. Cleaning is always the responsibility and at the expense of the customer.
296
Tek 28 PianoFixing requirements
Band Fstrong Strong fixing
Band Fmed Average fixing
Band Fmin Minimum fixing
Ridge cap line
Eaves line
span
The support base of Alubel products on the purlins must not be lower than 40 mm for the metal supports and 50 mm for the wooden supports. For what concerns the wheelbase of the supports, follow the scope charts related to each Alubel’s products. Regarding the walkability, we recommend to not exceed the wheelbase of 1 m of support. Before starting the assembly operations of the product it is advisable to lay a wire parallel to the gutter line or converse, in order to obtain a perfect square of the covering. The number of fixing points is defined by various factors such as, for example: • sheet length• the climatic zone• mechanical features of fixing system• the position of the sheet on the covering (area)• the slopeAs shown in the table below, areas are identified on the roof according to the level of risk due to wind action.
297
Tek 28 PianoFixing requirements
The designer must previously effectuate the verification of the number of fasteners. Ap-proximately, we briefly illustrate a fixing scheme normally used on Alubel roofing systems. We remind you that the number of fixings changes in relation to the span of the substruc-ture support. It is advisable to check that even the purlins, in particular those relating to the Fstrong and Fmed bands, are more anchored to the structure. In the case of structures without floor slabs and not walled in areas particularly subject to strong winds, it is nec-essary to increase the number of fixings, also included in the Fmin band.However, Alubel declines all responsibility for incorrect installation of its products. It is the responsibility of the designer and / or user to proceed with the individual use cases and to determine the specific planning applications of the package of couverture.
span ≤ 1,4 m
span ≤ 1,4 m
span ≤ 1,4 m
span≥ 1,4 m
span≥ 1,4 m
span≥ 1,4 m
Min
imum
fixi
ng
Aver
age
fixin
gSt
rong
fixi
ng
298
Tek 28 Piano
Indicative quantity for one pallet
Panel thickness[mm]
N°panels
Pallet height * [cm]
20 20 76
40 12 73
60 10 82
80 8 83
100 6 76
Packaging
* polystyrene spacer included** for feasibility, types and costs refer to our technical / commercial office
Example of special package (on request)**
Example of standard package
The images are for illustrative purposes only.
299
Tek 28 Piano
25° 46%
17° 30%
11° 20%
7° 12%10° 17%
4° 7%
30 cm
25 cm
20 cm
Overlapping values
300
Tek 28 PianoConstruction detailsCanale di gronda appeso su copertura lignea
Legenda01. Tirante 06. Barriera / Freno al vapore02. Reggi gronda 07. Isolante03. Listello in legno 08. Pannello Tek 28 Piano04. Struttura in legno05. Assito / Perlinato
301
Tek 28 PianoConstruction detailsCopertina di colmo
Legenda01. Struttura esistente in C.A.02. Isolante03. Listello in legno04. Pannello Tek 28 Piano05. Raccordo con chiusura posteriore
302
Tek 28 PianoConstruction details
Legenda01. Struttura in legno 05. Listello in legno02. Isolante 06. Colmo a cerniera03. Assito / Perlinato 07. Pannello Tek 28 Piano04. Barriera / Freno al vapore
Colmo a cerniera su copertura lignea
303
Tek 28 PianoConstruction details
Legenda01. Listello in legno 05. Isolante02. Struttura in legno 06. Pannello Tek 28 Piano03. Assito / Perlinato 07. Raccordo a muro04. Barriera al vapore
Raccordo a muro
304
Tek 28 PianoConstruction details
Legenda01. Listello in legno 05. Pannello Tek 28 Piano in sormonto02. Struttura esistente in C.A.03. Isolante04. Pannello Tek 28 Piano
Raccordo falda - shed
305
Tek 28 PianoConstruction details
Legenda01. Struttura in ferro 05. Giunzione di sottocolmo02. Pannello Tek 28 Piano03. Omega in lamiera zincata04. Colmo a cerniera
Colmo a cerniera su copertura in acciaio
306
Tek 28 PianoConstruction details
Legenda01. Struttura esistente in C.A.02. Lattoneria di chiusura03. Pannello Tek 28 Piano04. Isolante
Copertina laterale di raccordo alla copertura
307
Tek 28 PianoConstruction details
Legenda01. Pannello Tek 28 Piano 05. Listello in legno02. Struttura esistente in C.A.03. Isolante04. Giunto di dilatazione
Giunto di dilatazione
308
Tek 28 PianoConstruction details
Legenda01. Struttura esistente in C.A. 05. Isolante02. Copertina coprimuro03. Raccordo falda parete04. Pannello Tek 28 Piano
Raccordo laterale falda parete con lattoneria
309
Tek 28 PianoConstruction detailsRaccordo laterale falda parete con tamponamento interno
Legenda01. Struttura esistente in C.A. 05. Pannello Tek 28 Piano02. Copertina coprimuro 06. Isolante03. Lastra Alubel 1504. Raccordo falda parete
310
Tek 28 PianoConstruction detailsCopertina laterale di raccordo su copertura metallica
Legenda01. Copertina laterale02. Struttura in acciaio03. Pannello Tek 28 Piano04. Omega in lamiera zincata
311
Tek 28 PianoConstruction detailsCanale di gronda appeso su copertura metallica
Legenda01. Tirante 05. Pannello Tek 28 Piano02. Canale di gronda03. Omega in lamiera zincata04. Struttura in acciaio
312
Tek 28 PianoConstruction details
Legenda01. Struttura in acciaio02. Pannello Tek 28 Piano03. Sormonto tra pannelli Tek 28 Piano04. Omega in lamiera zincata
Sezione longitudinale particolare sormonto pannelli
313
Tek 28 PianoConstruction details
Legenda01. Struttura in acciaio 05. Canale di gronda e pluviale02. Copertina coprimuro 06. Pannello Tek 28 Piano03. Lastra Alubel 15 07. Struttura in acciaio04. Raccordo a muro 08. Omega in lamiera zincata
Canale di gronda su copertura metallica
314
Tek 28 Piano
23/0
4/20
21
Construction detailsConversa
Legenda01. Pannello Tek 28 Piano 05. Isolante02. Struttura in acciaio 06. Omega in lamiera zincata03. Conversa04. Pluviale