larson technical notebook (english)

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Grupo Alibérico Alucoil ® ® larson Composite Panel Architectural Façade solutions Technical Notebook www.alucoil.com

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Page 1: larson Technical notebook (english)

Grupo AlibéricoAlucoil

®

®larsonComposite Panel

Architectural Façade solutions

Technical Notebook

www.alucoil.com

Page 2: larson Technical notebook (english)

1 Protective film

2 Metal

2 Metal

3 Bonding layer

3 Bonding layer

Polyethylene PE coreMineral FR core

Thickness(mm)

3

4

6

Weight2(Kg/m )

6,00

7,65

10,9

Thickness (mm)

3

4

6

Weight2(Kg/m )

8,1

10,8

16,2

®larson fr Solid aluminium Solid steel

Thickness(mm)

3

4

6

Weight2(Kg/m )

23,4

31,2

46,8

Thickness(mm)

3

4

6

Weight2(Kg/m )

4,52

5,5

7,25

®larson pe

2®larson

Description®larson is a composite panel designed for creating building facades. It is made from either two aluminium laminates or two outside laminates of various

metals such as copper, stainless steel or brass. These are joined together by a thermoplastic resin polyethylene (PE) core or a mineral (FR) core.

In a sophisticated manufacturing process which gives an extraordinary strength, the double than the normal standard for these types of union.

®larson has an excellent capacity to be machined, drilled, bent and curved without losing its technical characteristics.

Comparative table

0

5

10

15

larson pe (4 mm) larson fr (4 mm) Aluminium (5 mm) Steel (5 mm)

40

2Weight (Kg/m ) )

2Rigidity (KNm /m

®larson pe : This is the standard version and consists of two aluminium sheets with a LDPE core. It is available in a wide range of colours and paint ®finishes: PVdF, termolac or polyester.

®larson fr : (Fire Resistant) It is made with a revolutionary and extraordinary fire resistant core. Its Bs1d0 according to EN 13501 classification causes no conflict with its design.Flatness, light weight and fire resistance, three features that until now seemed incompatible and that become true in composite panels with the FR core mineral filling.

®larson metals : This is made from two metal sheets, in copper, stainless steel or brass with a top quality LDPE core or FR mineral core.A range of two stainless steel are available.

®•larson metals stainless steel (Only made in mineral FR core)®•larson metals copper®•larson metals brass

• ®larson metals self weathering zinc

4

Page 3: larson Technical notebook (english)

3

Product Finishes

Stainless steel

Core (classification)

®larson metals

®larson fr

®signi

External facea) Stainless steel AISI 316 natural granulated 2Db) Stainless steel AISI 316 Wf30 brushedInternal faceStainless steel AISI 304 with anticorrosivepretreatment.

Copper Natural copper

1) PVdF 70% Kynar 500

®2) termolacAny RAL colour chart

Any Ral colour chart

®larson pe

Self Weathering Zinc Aluminium + Zinc

®larson wood HQP

a) Colonial Redb) Walnutc) Wenged) Italian MCD Walnut

e) Sunglowf) Ahorng) Oak

®larson specials

PvdFPolyesterHigh quality poliéster

Nine standard polyester paint finishes

Possibilities

PE Polyethylene (UNE 23717 M1)

FR Mineral (UNE EN 13501 Bs1d0)

FR Mineral (UNE EN 13501 Bs1d0)

PE Polyethylene (UNE 23717 M1)

1) PVdF 70% Kynar 500 ®2) termolac

Products

® ® ®larson specials : It is the same range as larson pe and larson fr with spectacular finishes such as texturized, iridiscent, mirror, slate or corten steel. The range of finishes is formed by:

®larson wood : This type of panel is made up of two aluminium sheets with a PE core or FR mineral core, the outside surface has a High quality paint in wood imitation.Colonial Red, Walnut, Wenge, Sunglow, Ahorn, Italian MCD Walnut and Oak.

®signi : This composite panel is made up of two aluminium sheets with a PE core. With this panel it is possible to combine various thicknesses of aluminium with different panel thicknesses and PVdF, polyester and High quality polyester finishes. This product was created to meet the growing demand in the Areas of corporate image, advertising, signage, interior furniture, furnishings, false ceilings.It has nine standard polyester paint finishes.

PVdF 70% Kynar 500:HOLO: Green-Blue, Red-Green, Blue-Gold, Red-Orange, White-Blue, Gold-Silver, Grey-Pink, White-Gold, Pearl-White and Red-Blue. (More LUMIFLON layer)CORTEN STEEL 1 / COSMONAUTS TITANIUM / HAMMER (Also finish HQP) / STUCCO (Also finish HQP) / 3D (Also finish HQP)

HQP:COPPER PATINA 1 / CORTEN STEEL 2 / CARBONOANODIC: Matt and Gloss. (Anodic matt also finish PURPA)ALUNATURAL: Red Copper, Sky Blue, Titanium Brushed, Champagne Brushed and Green Zinc.(Also finish PURPA)

FEVE:ANODIZED: Autumn, Silver, Dark Grey and Art Noveau Gold

Textured HQP (termolac® availability):BASALT / OXIDE 0 - 1 - 2 / TEJA FT / SLATE

PVD:MIRROR

® larson range

PE Polyethylene (UNE 23717 M1)FR Mineral (UNE EN 13501 Bs1d0)

1) PVdF 70% Kynar 500®2) termolac

3) PVD4) HQP5) Textured HQP5) FEVE

HOLO (PVdF) (More LUMIFLON layer)CORTEN STEEL 1 (PVdF)COSMONAUTS TITANIUM (PVdF)HAMMER (PVdF) (Also finish HQP)STUCCO (PVdF) (Also finish HQP)3D (PVdF) (Also finish HQP)ANODIZED (FEVE)MIRROR (PVD)

BASALT (TEXTURED HQP) (termolac® availability)OXIDE 0 (TEXTURED HQP) (termolac® availability)OXIDE 1 (TEXTURED HQP) (termolac® availability)OXIDE 2 (TEXTURED HQP) (termolac® availability)TEJA FT (TEXTURED HQP) (termolac® availability)SLATE (TEXTURED HQP) (termolac® availability)

COPPER PATINA 1 (HQP)CORTEN STEEL 2 (HQP)CARBONO (HQP)ANODIC (HQP)ALUNATURAL (HQP)(Also finish PURPA)

Brass Natural brass

Page 4: larson Technical notebook (english)

Technical Data

PropertiesUnits

Total thickness(mm)

®larson pe®larson fr

Pro

du

ct

3 - 4 - 6

2 - 3 - 4

Metal thickness(mm)

0,5 Ext / 0,5 Int

0,2 - 0,3

0,25 Ext / 0,20 Int

0,3 Ext / 0,3 Int

Weight (panel)2

(Kg/m )

5,5

3,8

10,42

7,65

5,5

8,61

8,61

®signi

® larson metals stainless steel

(2D finish)® larson metals stainless steel

(Wf30 brushed)® larson metals copper® larson metals brass® larson metals self W. Zinc

®larson wood

4 mm thickness

3 - 4 - 6 0,5 Ext / 0,5 Int

3 - 4 - 6

3 - 4 - 6

3 - 4 - 6

3 - 4 - 6

0,25 Ext / 0,20 Int

0,3 Ext / 0,3 Int

4 mm thickness (FR)

3 mm thickness (PE)

0,3 / 0,3

10,68

Min-Max length

(mm)

2000 - 8000

2000 - 8000

2000 - 8000

2000 - 8000

2000 - 8000

2000 - 8000

2000 - 8000

2000 - 8000

Standard width

(mm)

1000 - 1250 - 1500

1250 - 1500

1000 - 1250

1000 - 1250 - 1500

1500

1000

1000

1000

4 mm thickness (PE)

5,5®larson specials 3 - 4 - 6 0,5 Ext / 0,5 Int 2000 - 8000 1500

4 mm thickness (PE)

4®larson

Comparative tableDimensional characteristics of the panelPanel thickness - Metal thickness - Weight of panel - Minimum/Maximum length - Standard width

Comparative tableMechanical characteristics of the panel

-1Moment of inertia - Rigidity E - Ultimate tensile strength - Elastic limit al 0,2% - Modulus of elasticity

PropertiesUnits

Ultimate tensile2

strength (N/mm )

®larson pe®larson fr

Pro

du

ct

42,66

40,08

Elastic limit2

(N/mm )

31,38

32,20

65,95

30,99

-1Rigidity E

(KN /m)2m

0,1846

0,0605

0,0650

0,2150

0,1846

0,2891

0,2891

®signi

® larson metals stainless steel

(2D finish)® larson metals stainless steel

(Wf30 brushed)® larson metals copper® larson metals brass® larson metals self W. Zinc

®larson wood

4 mm thickness

42,66 31,38

100,74

100,74

38,78

63,23

65,95

41,88

4 mm thickness (FR)

3 mm thickness (PE)

0,3 / 0,3 thickness sheet (mm)

0,2207

Modulus of elasticity2(N/mm )

17542

9024

9304

15707

17542

27897

27897

16137

4 mm thickness (PE)

43,26 30,69

Moment of inertia4(cm /m)

0,2637

0,086

0,0928

0,307

0,2637

0,144

0,144

0,2101

0,1846®larson specials 42,66 31,38 175424 mm thickness (PE)

0,2637

3 - 4 - 6 0,5 7,65 2000 - 8000 1500

43,26 30,690,2150 157070,307

Page 5: larson Technical notebook (english)

AluminiumAlloy 5005 H22

AluminiumSerie 3000 Alloys

Stainless steelAISI 316

Stainless steelAISI 304

CopperSFCu

BrassCuZn 30 CW505L

®larsonExternal face

®larsonInternal face

®larson metalsStainless steel external face

®larson metalsStainless steel internal face

®larson metalsCopper external face

®larson metalsCopper internal face

®larson metalsBrass external face

®larson metalsBrass internal face

®larson woodExternal face

®larson woodInternal face

®larson specialsExternal face

®larson specialsInternal face

®signiExternal face

®signiInternal face

PropertiesUnits

Sound reduction(dB)

®larson pe®larson fr

Pro

du

cto

28

26

Thermal resistence2(m K/w)

0,0737

0,0180

0,0107

Thermal conductivity

(W/mK)

0,223

0,221

0,335

0,317

0,223

0,238

0,238

®signi

® larson metals stainless steel

(2D finish)® larson metals stainless steel

(Wf30 brushed)® larson metals copper® larson metals brass® larson metals self W. Zinc

®larson wood 28 0,01793

-

-

-

-

0,0180

0,0104 0,388

Elongation

(%)

18,95

7,43

4,52

5,62

18,95

42,25

42,25

29,76

4 mm thickness

4 mm thickness (FR)

3 mm thickness (PE)

0,3 / 0,3 thickness (mm)

4 mm thickness (PE)

31

0,01793

0,0126

0,223®larson specials 28 0,01793 18,954 mm thickness (PE)

5

Comparative tableMechanical characteristics of the panelSound reduction - Thermal resistance - Thermal conductivity K - Elongation

Comparative tableProducts alloysAluminium - Stainless steel - Copper - Brass

- 0,0126 0,317 5,62

Page 6: larson Technical notebook (english)

6®larson

Mineral FR core

®Light, flat and fire resistant. Three features that seem to be incompatible and which combine together in larson fr composites. Developed in Alucoil´s ®Research and Development department at Miranda de Ebro, Spain, the larson fr ACM is adapted to maximum security demands in most of European

regulations. Two high quality aluminium sheets and a particular internal FR core that guarantees extreme fire resistance.

®larson fr is the solution to modern architecture´s demands with regards to external facade cladding. The special features of the FR core allow this material, within the range of Alucoil´s composites, to achieve European fire classification Bs1d0, which is specified in the standard norm EN 13501-1, “Fire classification of construction products and building elements”. The classification can be used in many European countries to show compliance with the national building regulations.

Fire classification

Fire tests of building products Standard 13501-1

Class A1: For homogeneous products (without additional classifications).Class A2: For homogeneous productsClass B: A product candidate for this class must be tested according to UNE EN ISO 11925-2, exposure time 30s.Class C: A product candidate for this class must be tested according to UNE EN ISO 11925-2, exposure time 30s.Class D: A product candidate for this class must be tested according to UNE EN ISO 11925-2, exposure time 30s.Class E: A product candidate for this class must be tested according to UNE EN ISO 11925-2, exposure time 15s.

Additional classifications: s1, s2 and s3 for the production of SMOKE.These additional classifications are coming from the measurement data of the testing in accordance with standard EN 13823.

Additional classifications: d0, d1 and d2 for drops / particles in flame.These additional classifications are coming from observations of dropping and particles in flame:

For Class E: UNE EN ISO 11925-2 (d2For class B, C and D: UNE EN ISO 11925-2 and EN 13823 (d0, d1 or d2).

Fire classification table

Country

Europe

Spain

Austria

United Kingdom

Alemania

Poland

Czech Republic

Italy

France

Ukraine

Switzerland

Russia

EN 13501-1:2002 (Bs1d0)

(Fire class building materials) larson fr

ISO 5658-4

(Vertical spread of flame) larson fr

UNE 23727:1990 (M1) larson pe

According to ÖNORM B 3800 (B1)

BS 476 part 6 Fire Class (Class 0)

BS 476 part 7 Fire Class (Class 1)

DIN 4102 Part 1 Fire Class (B1)

NP-0905/06/ZM Fire Class (NRO)

CSN 730802

CSN 730804

CSN 730810

ISO 5658-4

ISO 5658-4 (CLASS 0)

Norm UNI 9177 larson pe (CLASS 1)

Norm UNI 9177 larson fr (CLASS 1)

NFP 92-501 (M1)

Norm rOCT 21631-76 (CLASS r1) larson fr

Norm rOCT 24767-81 (CLASS B1) larson fr

Norm SOP-No 241&242 (CLASS 5.2) larson fr

Norm SOP-No 241&242 (CLASS 4.2) larson pe

Norm GOST 30244-94 (CLASS G1) larson fr

Test

Page 7: larson Technical notebook (english)

7

®Certifications of larson composite panels:

®larson composite panels and installing systems have been granted the most important certifications from official European Union building authorities for building materials for architecture and construction. Some examples:

® larson Budcenter Certificates

ER-0205/1998

AENOR

GestiónAmbiental

UNE-EN ISO 14001

BBA BR IT ISHBOARD OFAGRÉMENT

ASSESSMENTOF PRODUCTS FORCONSTRUCTION

Certificate No 08/4551

DIT del Instituto Eduardo TorrojaISO 9001ISO 14001

BBA 08-4551 TCertification (UK)BS 476 Pt 6 (ext)BS 476 Class 0 Summary report (ext)BS 476 Pt 7 (ext)

Spai

nU

.KG

erm

any

®Dibt larson

®Avis Technique larson -CSTB FRANCE®Avis Technique larson Rivete - CSTB FRANCE

Fran

ceP

ort

uga

l

LNEC Portugal

Au

stri

a

IBS Certificate- AUSTRIA

Po

lan

d ® ®Aprobata larson pe / larson fr -ITB POLAND®NRO larson fr ITB, Poland

Ukr

ain

e

®larson Certificato di prova Istituto Giordano

Ital

y

Certificatio

ns

®larson pe ZIK Certificate

Cro

atia

®Certificate larson

U.S

.A

®larson

Swit

zerl

and

Z Ú SCze

ch R

ep

.

TZUS Technical Approval-CZECH REPUBLIC

®larson

Ru

man

ia

Page 8: larson Technical notebook (english)

larson®

Tool D.6 mm (2 lips)Metal hard

Speed 17.000 r.p.mAdvance: 12 m/min

Disc D.120x20 (13-12) Z4Rapid steel

Speed 5.000 r.p.mAdvance: 20 m/min

®larson pe®larson metals copper pe

®larson metals brass pe

Tool D.6 mm (2 lips)Metal hard

Speed 12.000 r.p.mAdvance: 8 m/min

Disc D.120x20 (13-12) Z4Rapid steel

Speed 5.000 r.p.mAdvance: 20 m/min

®larson fr®larson metals copper fr

®larson metals brass fr

Tool D.6 mm (3 lips)Hard metal with coating TIALM

Speed 4.000 r.p.mAdvance: 6 m/min

Shearsor

Guillotine

®larson metalsstainless steel fr

Routing Shape cutting Straight cutting

Tool “V” shaped angle 45º D.12 mm (3 lips)Metal hard

Maximum: V : 18.000 / Advance: 50 m/minRPM

Standard: V : 18.000 / Advance: 25 m/minRPM

Minimum: V : 10.000 / Advance: 7 m/minRPM

Tool “V” shaped angle 45º D.12 mm (3 lips)Metal duro

Maximum: V : 12.000 / Advance: 50 m/minRPM

Standard: V : 12.000 / Advance: 25 m/minRPM

Minimum: V : 8.000 / Advance: 7 m/minRPM

Tool “V” shaped angle 45º D.12 mm (4 lips)Hard metal with coating TIALM

Speed 2.200 r.p.mAdvance: 8 m/min

8®larson

Fabrication of the composite panel

®The advanced manufacture of larson composites brings out an extremely tight adhesion between the different layers and coats. Tests carried out on all our products have exceeded by twofold parameters recommended by various standards. Thanks to the perfect bond between the various parts that

®make up the larson composite panels, they have an enormous capacity for being machined in various ways. All works detailed bellow shall be carried out at temperatures over 10ºC:

Cutting®Cutting of larson composite panels must be done preferably with shears or guillotines, vertical circular saws or in CNC machine centres, using the

appropriate tools.®Due to the exceptional characteristics of larson metals stainless steel, it is recommended to be cut with shears or guillotine.

Routing®larson can be easily worked with routing machines, conventional CNC centres and portable routing machines. The following considerations must be

taken into account:

Note: Disc routing characteristics (CNC)Material: Plates. Dimensions: 180 x 16Speed: 6000 rpmAdvance: 18 m/min

Note: Disc routing characteristics (Vertical saw)Material: Rapid steel. Dimensions: 244 x 14Speed: 5000 rpmAdvance: 16 m/min

Note: Disc routing characteristics (Vertical saw)Material: Steel. Diameter 300 x 3.2 x 30

Speed: 5000 rpmAdvance: 16 m/min

Circular saw Vertical saw Shears CNC

Page 9: larson Technical notebook (english)

9

Portable router Punching Curving Riveting

Curving

®The larson composite panel can be curved without difficulty in curving machines of three or four rolls, ensuring that they are clean to avoid damaging the material.

General Specifications:®Curving of larson composite panels of 3 or 4 mm thickness.

Manufacturing dimensions:Curving maximum width: 4000 mm (Length of the curving machine ).Minimum radius: 150 mm.

®larson metals stainless steel. Minimum radius: 1000 mm.®Curving of 4mm thickness larson Cassette with folded edges.

Minimum bending width: 150 mm (the same as the caps width). The distance between the caps will the same as the thickness of the panel, so that it will be through that separation where it will move during the curving.

Manufacturing dimensions:Curving maximum width: 4000mm. (Length of the curving machine).Cassette folds: 25 mm

It is not recommended to curve cassettes with a edges of more than 30 mm as the edge could be distorted. To carry out the curving process, it is required to put a 2 mm thick aluminium sheet between the panel and the caps in order to avoid the marks of the teflon caps. If we don´t put this sheet between the panel and the caps, marks will be observed on the cassette. If the curving radius is bigger than 1000 mm, the curving must be done in flat, bending the edges afterwards. For this purpose at the beginning the curving radius will be less than the intended one, reaching the desired radio during the forming of the cassette. Anyway, with this type of curving, the edge of the cassette does not remain completely flat and it is possible to appreciate some waves on it. The bended cassettes with edges must have an opening, minimum of 400 mm, to allow the removal of the cassette. In the case of larson

®metals stainless steel the curving will be done in cassettes with edges of 40mm.

®®Due to the low rigidity of the composite panels of 3 mm, it won´t be possible to curve the larson and signi panels of 3mm (cassettes with edge) due to ®

®the distortion that the edge would suffer during the curving. Because of that the curving of the larson and signi of 3mm will only be done on flat panels. There will be plain areas at the beginning and the end of the curving area with maximum length of 140mm.

Radius (mm) Tolerance (%)

150<R<1000 ± 7

± 3.5

± 2

1000<R<2000

2000<R

Tolerances

Page 10: larson Technical notebook (english)

9,5

2,5

45º

135º90º

10®larson

Rivet Al/SS - C16Ø External: 16 mm

Stem: 4.8 mmLengh (mm): 16 / 18 / 22Ø

MaterialStem: Stainless steel A2Head: Aluminium

Rivet Al/SS - C14Ø External: 14 mm

Stem: 5 mmLengh (mm): 12Ø

MaterialStem: Stainless steel A2Head: Aluminium

Bending

The panel should be protected in the area in contact with the tool and the leaning area to prevent damages.

Types of routinga) Bending to < 90º, with tools which their angle gets a perfect cut at 90 º.b) Bending between 90 ° <180 °, with tools which their cutting angle achieve a perfect folding at the customer’s requested angles.c) To get the desired length, folding should be always in the axis of the routing as shown here.

Drilling

®larson can be machined with conventional aluminium and metal drills. The drills used are the normal ones for these types of jobs. It is helpful for drills to be adaptable with a central end to avoid slipping and ensure perfect positioning.

Riveting

The fixation of the panel to an aluminium profile will be done with aluminium rivets with an stainless steel rod of 4'8 x 16 mm although this may change due to the thickness to be riveted. It is obligatory to use a special positioning mouthpiece to avoid damages on the panel and to place the rivet perfectly. The thermal expansions must be taken into consideration so that the panel can expand freely due to the weather conditions.

Types of rivets

Ø Collar Height “S” (min) Height “S” (max)

Page 11: larson Technical notebook (english)

26

3

0 1

8

10,5

R8

40

57

36

32

10

8

H

9,5

2,2

45º

L<6000 mm

A<2000 mm

• CD10M15 (A: 2000 mm)• CD10U21 (A; 2000 mm)

• R1T4,4• R1,5T5,2• R2T6• R2T7• R2T5,2• R2,5T8• R3T7• R3T8,8• R4T8,8• R4T11,25• R5T9• R5T13

• R1U4,4• R1,5U5,2• R1,7U5,2• R2U7• R2U5• R2,5U8• R3U8,8• R3U7• R3U10,5• R3,5U10,22• R4U8,8• R4U10,5

• R5T14• R6T15,6• R6T16• R6,5T13,7• R7T17,5• R8T16,45• R8T19• R10T14• R10T24,2• R15T20• R20T27

(A: 1000 mm)(A: 1250 mm)(A: 1250 mm)(A: 1000 mm)(A: 1250 mm)(A: 1000 mm)(A: 1250 mm)(A: 1250 mm)(A: 1000 mm)(A: 1000 mm)(A: 2000 mm)(A: 1000 mm)

(A: 1250 mm)(A: 2000 mm)(A: 1250 mm)(A: 1250 mm)(A: 1000 mm)(A: 1250 mm)(A: 1250 mm)(A: 2000 mm)(A: 1250 mm)(A: 1000 mm)(A: 1250 mm)

• R5U13• R5U15,75• R6U15,6• R6U16• R6U25• R7U17,5• R8U16,45• R8U19• R10U22,6• R10U24• R10U24,2• R20U46,8

(A: 1000 mm)(A: 1000 mm)(A: 1000 mm)(A: 1000 mm)(A: 1250 mm)(A: 1000 mm)(A: 1000 mm)(A: 1000 mm)(A: 2000 mm)(A: 1250 mm)(A: 1000 mm)(A: 2000 mm)

(A: 2000 mm)(A: 2000 mm)(A: 2000 mm)(A: 2000 mm)(A: 1250 mm)(A: 1250 mm)(A: 1000 mm)(A: 1250 mm)(A: 1250 mm)(A: 2000 mm)(A: 2000 mm)(A: 1250 mm)

• C4U12• C5,5U16• C8U21• C10U26

(A: 1500mm)(A: 1500mm)(A: 1500mm)

(A: 1250 mm)(A: 1000 mm)(A: 1000 mm)(A: 1000 mm)

• C30U48• C40U80• C70U140

• C10U15• C10U26• C20U40• C30U60

(A: 1250 mm)(A: 2000 mm)(A: 1500 mm)(A: 1250 mm)

• HEX6,35T13,62 (A: 1000 mm)• HEX6,35U13,62 (A: 1000 mm)

• LC4x20U26 (A: 1000 mm)

Round quincunx

Parallel square

Rounded parallelHexagonal parallel / quincunx

Diagonal square

Square side in parallel

11

Punching

®Bearing in mind the following nomenclature, Alucoil offers a wide range of punches able to give each type of facade exclusive design.

“R”: Round (Diameter of perforations).“U”: Perforations disposed in parallel (Distance between axes).“T”: Perforations in a staggered formation (Distance between axes).“C”: Square (Side of square).“LC”: Side of the square (Width x Length).“LR”: Rectangles with radius (Width x Length).

The non perforated perimeter will be indicated by the type of perforation and tool used for each case.

To combine different diameters within the same panel, or special perforations. Please request.

ImportantAll fabrication jobs must be done using protection gloves and security goggles to avoid wounds or injures by shavings.

®All fabrication jobs of larson composites must be done with the protective plastic film to avoid damages and at temperatures above 10ºC on coated surface.The plastic film must remain until all processing jobs have been finished. Routing must be done on the reverse side opposite of plastic film surface.

Hammer and Stucco Embossing Finishes have especial mechanizing instructions due to its roughness.It is necessary to keep 1mm in total (including 0.5mm of aluminium sheet) so the machining does not affect to the aluminium foil, in CNCmechanizing centre must be screwed.Coated sheet bending must be done according to the T-bend described on the technical data sheet of each finish

®Standard Cassette Alucoil

.

Cutting tolerances: Size requested +/- 1 mm.

Tolerances in the routing depth: Metal thickness

(aluminium, copper, stainless steel or brass) + 0.2 mm.

Maximum distance between hanging shapes: 500 mm

Tolerances between routing: 1 mm

Page 12: larson Technical notebook (english)

135166114143

------

93113759257724964--

79966276465839503141

66815163364630382431

57704353303824311824

54674050273522281622

49623646243119251419

900

3

1000

3

1150

3

1300

4

1400

4

1500

4

1700

5

1800

5

2000

5

2200

6

2300

6

2400

6

2700

7

2800

7

Height (mm)

Hanging slots per side

Folded edge (mm)

40504050405040504050

Length (mm)

164202

--------

10913390

1117190----

851036783516443563547

70855467394932412633

61754657324127342027

55684152283623291723

50633747253220261519

142183

--------

83122659157774863--

60954871426035493143

38663151274323352131

23381833162814231220

18321526132311192017

11229

188

167

136

12

900 1000 1150 1300 1400 1500 1700 1800 2000 2200 2300 2400 2700 2800Length

Folded edge (mm)

40504050405040504050

Height (mm)

174217

--------

10714884

1117495----

701075680486841553749

44743657314826392334

29522440213518281625

20371629142512211119

132410209

178

147

13

Slots per side

8601010111012601360

33344

Ve

rtic

alH

ori

zon

tal

9001000115012501400

12®larson

Wind pressure tables

Wind loads

To scale the cladding with cassettes against wind loads, it is to be considered as an acceptable maximum deflection at the center of the cassette of L/30, (1)where L is the width of the face side of the cassette .

®• larson cassette of thickness 4 mm .• Allowable stress in the the panel σadm = 51Mpa.• Maximum profile deflection: L/200, where L is the distance between brackets.• Safety factor y = 1.75 including.

(1) These values of deflection do not involve degradation or a residual or permanent distortion of the cassette, but if they can suppose punctually an undesirable aesthetic appearance, therefore if the designer wants to reduce the maximum acceptable deflection, he shall contact with the beneficiary.

Tray / Cassette system 2 ®Wind pressure (Kg/m ) without reinforcement, larson panel 4 mm of thickness.

Riveted systemAccording to calculations by CSTB (Centre Scientifique et Technique du Bâtiment), Paris.

Width H (mm)

1000100012501250150015001500150015001500

Length L (mm)

1000150012501500150025003400420050006000

2Maximum wind pressure (Kg/m )

67678787

104104118118118118

Rivets in H

3444444444

Rivets in L

34444689

1113

Riv

ete

d

Page 13: larson Technical notebook (english)

13

Wind load

Presión de aireAir pressure

Succión de aireAir suction

Succión de aireAir suction

Barrera de aireAir wall

Wind load

Normal zone Marginal zone2Suction (kN/m )

-0,91

-0,77

-0,56

-0,35

2Pressure (kN/m )

1,3

1,1

0,8

0,5

2Suction (kN/m )

-2,6

-2,2

-1,6

-1,0

2Pressure (kN/m )

1,3

1,1

0,8

0,5

> 100

164,2

100 - 20

151,2

20 - 8

128,9

0 - 8

101,9

Building height (m)

Wind speed (Km/h)

w = Pressure or suction of wind acting on the surface of the building.q = Wind stagnation pressure.v = Wind speed at different heights.

2q = v/1600 (kN/m )2w = q x cp (kN/m )

The width of the marginal zone is 2.0 m on both sides of buildingcorners.

50 mm

10 mm Example ofmounting hole “C”

Example:

“S” = 100 cm² x ml of façade length “C” = 20 mounting hole x ml of façade length

500 mm 2

Op

enin

g fo

reca

st “

S” f

or

ven

tila

tio

n h

ole

Opening forecast, “S” forventilation hole

“S”

“S”

Tela Mosquitera

Tela Mosquitera

H =

3 m

ArchitecturalFaçade Solutions

Page 14: larson Technical notebook (english)

14®larson

Request of calculation

®Alucoil has a calculation program to advise the client on the choice of an installation system or another. This program allows to tell the customer the number of brackets, profiles, distance between them, number of reinforcements necessary for the required wind load based on the geographical location of the building, ... etc.

®Alucoil only requires to fill in a short report provided tothe customer, this report contains the following areas:

a) System type

a ) LCH-1 system1

a ) LC-2 system2

a ) Riveted system3

b) Profile length (mm):®(If the customer does not indicate length, Alucoil understands to 6000 mm of length)

c) Building detail information:

c ) Building location:1

c ) Building name:2

c ) Architect:3

c ) Installer:4

c ) Material:5

d) Dimensional data:

d ) Building height (m)1

d ) Building fund (m)2

d ) Number of floors of the building, regardless of the height3

e) Location:

e ) Seaside or a lake, with water surface in the direction of wind of at least 5 km of length1

e ) Flat rural land without trees no obstacles.2

e ) Flat rural area with some obstacles like trees or small buildings.3

e ) General urban area, industrial or forest.4

e ) Business center of big cities with high buildings.5

f) Panel Characteristics:

f ) Modulation:1

f ) Horizontal modulation1.1

f ) Vertical modulation1.2

f ) Thickness (mm):2

f ) Length (mm):3

f ) Width (mm):4

f ) Edge (mm):5

®Alucoil recommend that the client indicates the load must support the cassette depending of where you are, because each case can be very particular.

®Alucoil after having received the fulfilled report with all data will issue a pre-report of the requested project, this pre-report will indicate a series of essential data for the execution of the work.

®In parallel, a more complete and detailed report will be handed once the customer has agreed to do the job with the larson composite panel.

.

Page 15: larson Technical notebook (english)

15

®Lineal thermal expansion of the larson composite panel and the profile support

Due to the thermal influence, the magnitude of the contraction or expansion has to be calculated for the dimension of the joint expansions. This is defined by:

-6Where is the coefficient of expansion of the composite panel and the aluminium (24. 10 ).

Taking into account that in our environment the maximum thermal dispersion is 42ºC, the maximum extension per lineal meter will be:

Therefore, in relation to determine the proportion of the joint expansion, it should be enough to allow 1mm per lineal metre, this should achieve the absorption of expansion, regardless of the time of year it is fabricated, installed and all building work has been completed.

∆L= Еx L = α x ∆T x L-5“α” : 2,4 x 10

-5∆L=2,4 x 10 x 42 x 1000= 1,008 mm

Placing of intermediate reinforcement

Area Preparation and cleaning

Dust and other contaminants will be removed using mechanical processes and never with the use of solvents. The cleaning will consist of a light or intensive sanding of the area (depending on the amount of dirt). This dust will be vacuumed or removed with compressed air.

For the cleaning and degreasing SIKA CLEANER 205 will be used.

Applying Primer to the area

Once the area has been cleaned it will be applied the SIKA PRIMER, a black primer which reinforces the adhesion of the filler. Depending on the cassette

® ®type, larson or larson metals stainless steel, SIKA PRIMER 210 T or SIKA PRIMER 204 will be used respectively.

Double Sided Adhesive Tape

Once the area has been covered with primer and the waiting time for drying has passed (30,60m), the adhesive tape (SIKATACK PANEL 3) will be placed. This will hold the component in position, while the adhesive is curing. This process will also ensure that at least the minimum thickness of the adhesive will be applied.

Applying the adhesive

The application of the adhesive SIKATACK PANEL will always be on the cassette applying a bead next to the double sided tape.

Placing of the intermediate reinforcement

The intermediate reinforcement will be placed where the surface of the panel has been coated with adhesive. The intermediate reinforcement will then be riveted at the top and bottom.

Page 16: larson Technical notebook (english)

16®larson

Transport, storage and manipulation

The maximum storage period is eight months. It is recommended that the panels are piled up one on top of the other to a maximum of 7 heights, preventing to be placed vertically.

Work start

1. Project design

Before the installation of the system has taken place, in the design phase, the tray sizes and supports must be determined. For this purpose, it is necessary to define at least the following aspects:

• Profiles, brackets and its fixings devices. In particular, it should be defined the maximum batter of the support in relation to the regulation range allowed by the bracket.

• Thickness of ventilated air gap and of thermal insulation boards.

• Type of panel and size of cassettes (standard and special) taking into account the definition of joints between cassettes and the assembly to other elements.

• Singular points resolution.

2. Installation organisation

Both for new or refurbishments projects, firstly it must be studied the aspect of the existing load bearing support. Then, brackets will be fixed to the support. After that, thermal isolation will be placed before vertical profiles. It is recommended rigid hydrophobic and flame- proof insulation boards. Then, the general part of the cladding will be done upwords and after the joints or special pieces (corners, singular points...).

3. Installers

Installation should be carried out by TA holder or its recognized installers.

4. Support preparation

Sub frame must be installed perfectly aligned in order to guarantee the flatness of the system. Before mounting the cassettes, pull-out resistance of brackets must be tested in situ in order to assure the stability and load bearing capability of the support. The installer will give its conformity to the estate of the support before any cassette has been installed. The system must be installed respecting the correct batter and in order to guarantee the flatness of the system.

5. Fixing vertical profiles to brackets

First and last bracket will be installed maximum at 250 mm distance from the end of the vertical profile. Maximum length of vertical profile will be 6.500 mm.

Load bearing brackets will be fixed to the support using self tapping screws complementary to the foreseen crossing bolt, whileretention brackets will allow dilatation movements of the vertical profiles, thanks to the mounting holes previously carried out onthe vertical profile.

6. Cassettes

During the installation of the cassettes it will be necessary to take care on its manufacturing direction sense (marked with an arrow on the protective film and on its hidden face).Once installed, protective films must be removed in order to avoid damages caused by an excessive exposition to UV radiation and weather.

For the purpose of the installation on site, the positions of LC-3 support brackets must be reviewed, and if the modulation allows it, the cassettes will be placed in line, in an upwards sense, placing the slots and the LC-3 and after riveting the cassettes to the wings of the vertical profiles.

7. Inspection and maintenance:

Inspection must be done at least once per year. This period of time may be shorter due to a more aggressive environment where material is placed. Please ask your supplier for advice regarding this issue.

Page 17: larson Technical notebook (english)

®larson

17

8. Special recommendations:

Eliminate from façade leaves, grass, rust or other strange substances.Cleaning: Any blocking in gutters that may cause overflowing on the façade. Dirt retained in places where rainfall cannot clean it naturally. Defects that may cause an early deterioration of coating or aluminium corrosion must be repaired. If this is not possible replace the sheet.

9. larson composite façade cleaning

®

To obtain the longest lifetime possible for larson façade is important to clean dirt accumulations, dumpings and other materials that may not be wiped naturally by rainfall. All larson cladding material must be cleaned once per year. The cleaning must be done with a soft sponge, wet cloth or with a water pressure system (max pressure 50 bar) avoinding any material that may scratch the finishing (sand, dust...). A neutral soap (PH 6-7) or washing powder or liquid can be mixed with the water (max 10% of detergent in water).

Rinsing afterwards mus be done with clean water that may contain some kind of liquid wax (i.e car washing) and drying after with non abrasive materials and a final wipe with a dry soft cotton cloth.

10. Precaution:

Organic solvents, acid or alkaline products aswell as chlorine products must be avoided on cleaning of coated surfaces. Using strong abrasives, hard brushes and dry cleaning may cause damages to coated surface.

11. Cleaning of fingerprint or similar:

Fingerprints can be removed with acetone application with a non abrasive material such as a soft sponge or leather or cotton cloth. Washing with abundant water comes after and drying with non abrasive materials and with a cotton or similar cloth.

Page 18: larson Technical notebook (english)

Perspective

LCH-1 / LC-2 system

18

1. larson2. Profile LCH-13. Hanging piece LC-3 with rubber4. Supporting bracket LCH-25. Retention bracket LCH-2 6. Reinforcement for hanging LCR-407. Fixing screw M8 x 80 mm8. Aluminium - Stainless steel Rivet ISO 15973 - 4.8 x 16 mm9. Isolation

® Composite panel

1

2

3

4

5

6

7

9

Page 19: larson Technical notebook (english)

19(A) Building surmounting + (B) Cladding closure detail bottom

(A)

(B)

3

4

5

6

7

8

9

1

1

2

3

3

3

Page 20: larson Technical notebook (english)

20Column detail

(D)

(E) (F) (G)

(D) Corner detail + (E) Internal corner detail + (F) Horizontal + (G) Jamb

3

4

6

7

8

97

9

LCH-1 / LC-2 system

Page 21: larson Technical notebook (english)

21

(H)

(H) Detail head of window + (I) External cill detail at window

® 1. larson Composite panel 2. Profile LCH-13. Hanging piece LC-3 with rubber4. Supporting bracket LCH-25. Retention bracket LCH-2 6. Reinforcement for hanging LCR-407. Fixing screw M8 x 80 mm8. Aluminium - Stainless steel Rivet ISO 15973 - 4.8 x 16 mm9. Isolation

(I)

1 2

3

4

5

6

78

91

2

3

Page 22: larson Technical notebook (english)

22

Riveted system

Perspective

1. larson2. Profile LCH-13. LC-13 angle of union of LCH-1 profiles4. Supporting bracket LCH-25. Retention bracket LCH-26. Stainless steel rivets 5 x 14 mm

7. Self-drilling screw steel A2 diameter 5 mm8. Rivets ISO 15973 - 4.8 x 16 mm AiA-St9. Isolation

® Composite panel

1

2

2

3

8

8

8

7

9

6

4

Page 23: larson Technical notebook (english)

23(A) Building surmounting + (B) Cladding closure detail bottom

(A)

(B)

1

12

3

3

4

4

6

7

8

8

8

8

9

Page 24: larson Technical notebook (english)

24Column detail

(D)

(E) (F) (G)

(D) Corner detail + (E) Internal corner detail + (F) Horizontal + (G) Jamb

1

1

1

2

2

2

3

3

3

4

4

6

8

9

Riveted system

Page 25: larson Technical notebook (english)

25

(H)

(H) Detail head of window + (I) External cill detail at window

(I)

® 1. larson Composite panel 2. Profile LCH-13. LC-13 angle of union of LCH-1 profiles4. Supporting bracket LCH-25. Retention bracket LCH-26. Stainless steel rivets 5 x 14 mm

7. Self-drilling screw steel A2 diameter 5 mm8. Rivets ISO 15973 - 4.8 x 16 mm AiA-St9. Isolation

1

1

2

2

3

3

4

4

6

8

9

Page 26: larson Technical notebook (english)

26

LC-4 / LC-6 system (T )ongue and Groove

Perspective

1. larson2. Profile LCH-13. Retention bracket LCH-2 4. Profile LC-45. Profile LC-66. Adhesive tape anti vibration7. Fixing screw M8 x 80 mm steel8. Rivets ISO 15973 - 4.8 x 16 mm AiA-St9. Isolation

® Composite panel

1

2 3

4

9

78

5

6

Page 27: larson Technical notebook (english)

27

1

2

3

6

9

4

7

8

5

2

2

3 3

2

3

4

5

4 5

4 5

6

7

9

9

9

3

9

9 9

1

1

1

(F) Detail head of window + (G) External cill detail at window(H) Building surmounting + (I) Cladding closure detail bottom

(A) Horizontal + (B) Jamb + (D) Internal corner detail + (E) Corner detail

(A)

(D) (E)

(B)

(F)

(G) (H)

(I)

Page 28: larson Technical notebook (english)

28Perspective

LC-9 system (Glued)

® 1. larson Composite panel 2. Profile LC-93. Supporting bracket LC-1 4. Retention bracket LC-1 5. LC-5 angle of union LC-9 profiles 6. LC-8 screw7. Sikatack8. Isolation

2

3

7

1

4

5

6

8

Page 29: larson Technical notebook (english)

29

5

1

(F) Detail head of window + (G) External cill detail at window(H) Building surmounting + (I) Cladding closure detail bottom

(A) Horizontal + (B) Jamb + (D) Internal corner detail + (E) Corner detail

(A)

(D) (E)

(B)

(F)

(G) (H)

(I)

65

3

2

38

7

5

3 3

2

1

8

6

7

3

2

6 5

6

3

2

1

7

8

8

3

2

3

3

2

2

1

1

5

5

6

Page 30: larson Technical notebook (english)

30

Profile LCH-1 Profile LC-2 Profile LC-9

Profile LC-4

Profile LC-6

1. LCH-1 systemLCH-2 bracket (Aluminium fixation of the substructure to the wall) + LCH-1 vertical profile (Aluminium profile) + M8 screw (LCH-2 bracket joint to the profile LCH-1) + LC-3 Hanging piece (Aluminium piece for supporting the hanging slots) + Self drilling screw (fixation of the LC-3 piece to the LCH-1 profile) + LCR-40 aluminium piece (aluminium reinforcement of the slots of the cassettes) + Rivets (cassette make up).

1. Riveted systemLCH-2 bracket (Aluminium fixation of the substructure to the wall) + Vertical profile LCH-1 (Aluminium profile)+ LC-13 aluminium piece (Aluminium piece joint of the horizontal LCH-1 profiles with vertical LCH-1 profiles) + Self drilling screw (LCH-2 bracket joint to the profile LCH-1) + Rivets 4.8 x 16 mm (panel fixing to the subestructure).

Installation system

Page 31: larson Technical notebook (english)

31

Bracket LCH-2 Bracket LC-1 LC-5 angle

Piece LC-13 Piece LC-3 Piece LCR-40

LC-8 screw Rivets Al/Inox

1. LC-2 systemLC-1 bracket (Aluminium fixation of the substructure to the wall) + LC-2 vertical profile (Aluminium profile) + LC-8 special screw (LC-1 bracket joint to the profile LC-2) + LC-3 Hanging piece (Aluminium piece for supporting of hanging slots) + Self drilling screw (fixation of the LC-3 piece to the LC-2 profile) + LCR-40 aluminium piece (aluminium reinforcement of the slots of the cassettes) + Rivets (cassettes make up).

1. LC-4 / LC-6 system. ( )LCH-2 bracket (Aluminium fixation of the substructure to the wall) + LCH-1 vertical profile (Almunium profile) + M8 screw (LCH-2 bracket joint to the profile LCH-1) + LC-4 profile (“tongue” male aluminium profile) + LC-6 profile (“grooove” female aluminium profile) + Rivets (cassette make up).

Tongue and Groove

1. LC-9 system. (Glued)LC-1 bracket (Aluminium fixation of the substructure to the wall) + LC-9 Profile (Aluminium profile) + LC-8 special screw (LC-1 bracket joint to the profile LC-9) + LC-5 angle piece (Aluminium piece joint of the horizontal LC-9 profiles to the vertical LC-9 profiles) + SIKA (special double sided adhesive tape + silicon for the panel fixation to the substructure).

Page 32: larson Technical notebook (english)

Installation system

LC-2 system

DescriptionSimilar installation system to LCH-1 with the difference on the profile and the fixing brackets, using for this system the LC-2 profile (LCH-1 reinforced profile) designed for systems of a higher inertia. The brackets are different from LCH-1 system since they are “L” shaped instead of “U”.

Special cassette LCH-1 / LC-2 system LC-3R special piece

32

Page 33: larson Technical notebook (english)

Remate rincónInternal Corner Detail

Remate EsquinaCorner Detail

Seccion VerticalVertical Section

Seccion HorizontalHorizontal Section

Fixed Point

Slide Points

Dilatation

Dila

tati

on

45,5

33

17,5

18 40,5 18

2,5 2,5

2

2,5

+0,30-0,0

-0,20+0,0 +0,0

-0,20

5,0

5

5,0

4

5

4,8 4,8

16

Colocación punto fijo / Fixed Point

45,5

33

17,5

18 40,5 18

2,5 2,5

2

2,5

+0,30-0,0

-0,20+0,0 +0,0

-0,20

7,1

5

7,1

4

5

4,8 4,8

16

Colocación punto deslizante / Slide Point

calce 0,3 mm calce 0,3 mm

Máx 500 mm

Máx 500 mm

Máx 500 mm

Mín 15 mm

Mín 15 mm

Máx 500 mm

Riveted system

33

Page 34: larson Technical notebook (english)

34®larson

Contact

Export:General: [email protected]

France: [email protected]: [email protected]: [email protected]: [email protected], Baltic countries: [email protected] Republic, Slovakia, Austria, Slovenia, Croatia: [email protected] countries: [email protected]

Page 35: larson Technical notebook (english)

www.alucoil.com35

Page 36: larson Technical notebook (english)

Polígono Industrial de Bayas.C/ Ircio. Parcelas R-72/77

09200 Miranda de Ebro, Burgos. SPAINTel: +34 947 333 320 Fax: +34 947 324 913

[email protected]

www.alucoil.com

Grupo AlibéricoAlucoil

®

www.alucoil.com

Edic

ión

En

ero

20

13

Co

un

try

of

Ori

gin

: SP

AIN