sandwich panels with mineral wool core

7/24/2019 Sandwich Panels With Mineral Wool Core

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CPL 00.000 EN/06.20081

Sandwich panels with mineral wool coreProduct descriptionRuukki SP2D W, Ruukki SPB W, Ruukki SPC W

Ruukki sandwich panels with hard mineral wool core are universal and modern product, theypossess favourable value of acoustic insulation and high re resistance which enables theirapplication as re partitions. A wide gamut of facings colours and prolings and possibilityof joining with window and door joinery enable to erect interesting construction and architecturalworks of light housing external and internal walls, as well as roofs of construction works of varioussize and destination.

Product applicationl production hallsl storehouse hallsl sport hallsl trade buildingsl exhibition objectsl ofce buildingsl administration buildingsl cold storesl freezers


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Product description Sandwich panels with mineral wool core

2

l General information

Product range 5

Features 5

Facing proling available 6

Panel joint 6

Areas of application 8

Thermal performance 8

Structural performance 10

Corrosivity categories 18

Environmental features 18

Fire performance 19

Acoustic performance 20

Fixing of panels with steelwork 21

Longitudinal joint of roof panels 21

Fasteners for panel assembly 22

General panel assembly guidelines 23

Sealing materials 23

2

l Detailed information

M29/S00 Mineral wool core Ruukki sandwichpanel cladding layout of assemblydetails.

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M29/S01 Joint between Ruukki SPB W panel andground beam option 1. Vertical panelarrangement.

25

M29/S02 Joint between Ruukki SPB W panel andground beam option 2. Vertical panelarrangement.

26

M29/S03 Joint between Ruukki SPB W panel.

Vertical panel arrangement.

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M29/S04 Fixing of Ruukki SPB W panel withcorner steel sheeting rail. Vertical panelarrangement.

28

M29/S05 Ruukki SPB W cladding panel nishing.Vertical panel arrangement.

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M29/S06 Joint between PCV window and RuukkiSPB W panel (vertical cross-section).Vertical panel arrangement.

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M29/S07 Joint between PCV window and RuukkiSPB W panel (horizontal cross-section).Vertical panel arrangement.

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M29/S08 Joint between PCV window and RuukkiSPB W panel (vertical cross-section).Vertical panel arrangement.

32

M29/S09 Joint between PCV window, RuukkiSPB W panel and steel sheeting rail(vertical cross-section). Vertical panelarrangement.

33

M29/S10 Longitudinal joint of Ruukki SPB Wpanels tall buildings. Vertical panelarrangement.

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M29/S11 Joint between Ruukki SPB W wall paneland trapezoidal roong sheet. Verticalpanel arrangement.

35

M29/S21 Joint between Ruukki SPB W paneland ground beam option 1. Horizontalpanel arrangement.

36

M29/S22 Joint between Ruukki SPB W panel

and ground beam option 2. Horizontalpanel arrangement.

37

M29/S23 Joint between Ruukki SPB W panels.Horizontal panel arrangement.

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M29/S24 Fixing of Ruukki SPB W panel with steelcolumn, intermediate support. Horizontalpanel arrangement.

39

M29/S26 Fixing of Ruukki SPB W panel with steelcolumn, extreme support option 1.Horizontal panel arrangement.

40

M29/S28 Fixing of Ruukki SPB W panel withcorner steel column option 1.Horizontal panel arrangement.

41

M29/S29 Fixing of Ruukki SPB W panel with

reinforced concrete column. Horizontalpanel arrangement.

42

M29/S30 Joint between PCV window, RuukkiSPB W panel and steel sheeting rail(vertical cross-section). Horizontal panelarrangement.

43

M29/S31 Joint between PCV window, RuukkiSPB W panel and steel sheeting rail(horizontal cross-section). Horizontalpanel arrangement.

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M29/S32 Fixing of Ruukki SPB W panel with steelcolumn, extreme support option 2.Horizontal panel arrangement.

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M29/S33 Fixing of Ruukki SPB W panel withcorner steel column option 2.Horizontal panel arrangement.

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M29/S41 Ruukki SPB W wall panel partition.Vertical panel arrangement.

47

M35/S01 Joint between Ruukki SP2D W paneland ground beam option 1. Vertical

panel arrangement.

48

M35/S02 Joint between Ruukki SP2D W panel andground beam option 2. Vertical panelarrangement.

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M35/S03 Joint between Ruukki SP2D W panels.Vertical panel arrangement.

50

M35/S04 Fixing of Ruukki SP2D W panel withcorner steel column. Vertical panelarrangement.

51

M35/S05 Ruukki SP2D W cladding panel nishing.Vertical panel arrangement.

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M35/S06 Joint between PCV window andRuukki SP2D W panel (vertical cross-section). Vertical panel arrangement.

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M35/S07 Joint between PCV window andRuukki SP2D W panel (horizontal cross-section). Vertical panel arrangement.

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M35/S08 Joint between PCV window andRuukki SP2D W panel (vertical cross-section). Vertical panel arrangement.

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M35/S09 Joint between PCV window,Ruukki SP2D W panel and steelsheeting rail (vertical cross-section).Vertical panel arrangement.

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M35/S10 Longitudinal joint of Ruukki SP2D Wpanels tall buildings. Vertical panelarrangement.

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M35/S11 Joint between Ruukki SP2D W wallpanel and trapezoidal roong sheet.Vertical panel arrangement.

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M35/S21 Joint between Ruukki SP2D W paneland ground beam option 1.Horizontal panel arrangement.

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M35/S22 Joint between Ruukki SP2D W paneland ground beam option 2.Horizontal panel arrangement.

60

M35/S23 Joint between Ruukki SP2D W panels.Horizontal panel arrangement.

61

M35/S24 Fixing of Ruukki SP2D W panel with

steel column, intermediate support.Horizontal panel arrangement.

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M35/S25 Fixing of Ruukki SP2D W panel withsteel column,extreme support option 1.Horizontal panel arrangement.

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M35/S26 Fixing of Ruukki SP2D W panel withsteel column, extreme support option 2. Horizontal panel arrangement.

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M35/S27 Fixing of Ruukki SP2D W panelwith corner steel column option 1.Horizontal panel arrangement.

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M35/S28 Fixing of Ruukki SP2D W panelwith corner steel column option 2.Horizontal panel arrangement.

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M35/S29 Fixing of Ruukki SP2D W panel withreinforced concrete column. Horizontalpanel arrangement.

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M35/S30 Joint between PCV window,Ruukki SP2D W panel and steelsheeting rail (vertical cross-section).Horizontal panel arrangement.

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M35/S31 Joint between PCV window,Ruukki SP2D W panel and steelsheeting rail (horizontal cross-section).

Horizontal panel arrangement.

69

M35/S32 Fixing of Ruukki SP2D W panel withsteel column, extreme support option 3. Horizontal panel arrangement.

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M35/S33 Fixing of Ruukki SP2D W panel withcorner steel column option 3.Horizontal panel arrangement.

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M07/S01 Fixing of Ruukki SPC W panel with steelpurlin.

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M07/S02 Fixing of Ruukki SPC W panel with roofridge.

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M07/S03 Joint between Ruukki SPC W paneland wall panel.

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M07/S04 Joint between Ruukki SPC W paneland wall panel eaves. Option 1.

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M07/S06 Roof gable end of Ruukki SPC W panel. 77

M07/S07 Longitudinal joint of Ruukki SPC Wpanels.

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M07/S08 Joint between Ruukki SPC W paneland wall panel of a taller building.

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M07/S09 Joint between Ruukki SPC W paneland wall panel of existing building.

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M04/S21 Fixing of barrel vault withRuukki SPC PU, SPC S or SPC W panel max = 250 mm.

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M04/S22 Fixing of PD roof barrel vault. 83





M04/S27 Joint between type RwS internal middlegutter and Ruukki SPC PU, SPC Sor SPC W panel.

88

M04/S28 Joint between internal RwA gutter, roofand wall made of Ruukki sandwichpanels.

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M04/S29 Longitudinal internal gutter joint. 90

M04/S30 Roof drain xing. 91

M04/S31 Joint between Ruukki SPC PU, SPC Sor SPC W panel and brick wall eaves.

92

M04/S32 Joint between Ruukki Ruukki SPC PU,SPC S or SPC W panel and reproofwall.

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M04/S33 Joint between Ruukki SPC PU, SPC Sor SPC W panel and brick wall option 1.

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M04/S34 Joint between Ruukki SPC PU, SPC Sor SPC W panel and brick wall option 2.

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l Product range Ruukki SP2D W, SPB W and SPC W sandwich panels

are composed of two steel sheet facings and a structuralinsulation core of hard mineral wool featured withexcellent re resistance properties. Panel facings aremade of metal sheet galvanised on both sides. Facingparameters comply with the parameters of S280GD +Z 275 or S320GD + Z 275 steel in accordance with toPN-EN 10326:2006. Standard versions of the sheets arepolyester coated. For corrosive enviroments as well asfor the use in food industries etc., we offer sheets withPVDF or PVC coatings.

Film is added on both sides to protect panels against

mechanical damage during loading, unloading, storageand installation. The core is made of hard mineral wool.The mineral wools nominal density is of 120 kg/m3anddesign thermal conductivity ratio ldesignis of0.045 W/mK in temp. 10C.

l Features Ruukki panels with mineral wool cores are featured with

an excellent re resistance (45 to 120 minutes) and goodmechanical properties. Mineral wool with appropriatebre arrangement and reliable polyurethane adhesivejoint between the core and steel facings allow for 6 metrespans between supports.

In the sandwich panels the disadvantageous settlingof mineral wool has been avoided and its physical andchemical properties are preserved. Hydrophobic bresare resistant to moisture and biological corrosion.

Thermal bridges and vapour condensation resulting in

serious deterioration of the thermal transmittance coef-cient and posing threat of corrosion were also eliminat-ed. These may appear in walls xed at the building sitewith the use of traditional liner trays, in which two layersof mineral wool were not applied.

l Technical specication of Ruukki sandwich panels with mineral wool core Table 1

Panel type External

facing thick-

ness [mm]

Internal

facing thick-

ness [mm]

Panel

thickness

[mm]

Maximum

panel length

L [m]**

Panel

weight

[kg/m

2

]

U ***

ratio

[W/m

2

K]

Certicates,

approvals

Ruukki SP2D W

Wall panel, with concealedxes, groove tongue joint,double lock from innerand outer side and milledcontact, 1000 mm modularwidth.

0.63 0.55 100120

12.012.0

24.827.6

0.430.36

Quality CerticateISO 9001:2000National Declaration ofConformity 06/2008 acc. toPN-EN 14509:2007Hygienic CerticateHK/B/1804/01/2007

Ruukki SPB WWall panel, with visiblexes, groove tongue joint,double lock from innerand outer side and milledcontact, 1100 mm modularwidth. *

0.63 0.55 80100120140

8.012.012.012.0

21.424.227.029.8

0.520.420.350.30

Quality CerticateISO 9001:2000National Declaration ofConformity 03/2008Technical ApprovalAT-15-4418/2005Hygienic CerticateHK/B/1804/01/2007

Ruukki SPC WRoof panel with lock frominner inside, overlappingand milled contact,1000 mm modular width.

0.55 0.50 140 (core 100)190 (core 150)

12.0**** 29.636.6

0.410.29

Quality CerticateISO 9001:2000National Declaration ofConformity 03/2008Technical ApprovalAT-15-4418/2005Hygienic CerticateHK/B/1804/01/2007

* Ruukki SPB W panels may also be manufactured in 1000 mm modular width** refers to light-coloured panels only (see Areas of app lication)

*** thermal transmittance value U was calculated for theldesignvalue of 0.045 W/mK and includes impact of linear thermal bridge on panel joint****applies only to light-coloured panels. External panel facings in dark colors (from standard colours range RAL 3013 and 5005), due to considerable thermal loads, higher than that of lighter colors, can be deformed. In order to minimize this phenomenon, it is advisable to apply only Ruukki SPC W panels with lengths resulting from calculations that take into consideration thermal loads.


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Ruukki wall panels can be xed both vertically andhorizontally. In addition to their distinctive strengthening

ridges (3 across panel width), roof panels are distin-guished by a specially shaped micro-chamber protectingthe panel from capillary rise of water and with auxiliarygrooves for precise assembly (assembly is possible allyear long).

l Panel joint At the moment of leaving production line, Ruukki mine-

ral wool core panels are ready to install.Precise tongue-and-groove system makes installationeasier and faster.

Moreover, the installation is facilitated by double scarfjoint both from inside and outside, as well as an overlapsystem available in roof panels. Ruukki panels areinstalled on the supporting structure with the use ofself-tapping fasteners.

l Facing proling of Ruukki SP2D W, Ruukki SPB W and Ruukki SPC W sandwich panels Table 2

Panel type Internal

facing

External facing

Ribbed Linear Embossed Microproled Trapezoidal

R R250 R275 R500 R550 L P M T

Ruukki SP2D W L l l l l l

Ruukki SPB W L l l l l

Ruukki SPC W L l

l Panel designation

Panel type Panel thickness External facing proling Internal facing proling

Ruukki SPB80W 80 M L

l Facing proling available Ruukki sandwich panels with mineral wool cores are

produced in a wide range of steel facing prolingavailable.


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l Ruukki SPB W wall panel1. Core made of rigid, environmentally friendly mineral

wool provides excellent re resistance.

2. Properly milled core improves thermal insulation andjoint tightness.

3. Large bend radii on facings ensure that none of theprotective coat properties is lost.

4. Facing proling ensures uniform facade appearance. 5. Double lock from outer and inner sides increases re-

tightness and facilitates assembly. 6. 3 mm gap enables to meet sanitary and hygienic re-

quirements (food, cooling, pharmaceutical industriesetc.).

7. Butyl sealing compound (applied at building site)protects against water and moisture penetration.

l Ruukki SPC W roof panel1. Core made of rigid, environmentally friendly mineral

wool provides excellent re resistance.

2. Hump made of environmentally friendly, hard mineralwool.

3. Properly milled core improves thermal insulation andjoint tightness.

4. Large bend radii on facings ensure that none of theprotective coat properties is lost.

5. Facing proling ensures uniform facade appearance. 6. The lock from inner side increases re-tightness and

facilitates assembly. 7. Specially shaped micro-chamber protects against

water capillary penetration. 8. Auxiliary groove allows for precise assembly.

9. Butyl sealing compound (applied at building site)protects against water and moisture penetration.

7 532

1 1

2 3 6 4

80,

100

120,

140

1100

min. 50

32

Modular width 1100

min. 50

Modular width

7 24 8

3 6 9

1 1

5

32

Modular width1000 1000

100,

150

Modular width

Modular width 1000Modular width1000

32

325 6 7 3 4

1 1

8

8 5 2

100,

120

l Ruukki SP2D W wall panel1. Core made of rigid, environmentally friendly mineral

wool provides excellent re resistance. 2. Properly milled core improves thermal insulation and

joint tightness. 3. Large bend radii on facings ensure that none of the

protective coat properties is lost. 4. Facing proling ensures uniform facade appearance. 5. Double lock from outer and inner sides increases re-

tightness and facilitates assembly. 6. Auxiliary groove allows for precise assembly. 7. Concealed panel xings ensure aesthetic facade

appearance.8. Butyl sealing compound (applied at building site)

protects against water and moisture penetration.


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l Areas of application Ruukki mineral wool core panels are used for claddings

of industrial, manufacturing and sports facilities, whole-sale/retail outlets, exhibition halls, ofces, service outlets,hangars, garages, workshops, administrative and publicutility buildings as well as storage facilities, including coldstores, frozen warehouses, etc.

The panel production technology used by the manufac-turer allows for selecting appropriate organic coatingfor a specic application. For detailed information onthermal, waterproong, strength, acoustic, re safetyand anti-corrosive properties, see below in this cata-logue.

The type and panel arrangements are determined bydesigners depending on intended use of the facility,operating conditions, possible impact of internal environ-ment and weather conditions.

Considering high thermal expansion co-efcient of steelsheet, it is recommended to use light-coloured wall androof panels (it referrs to external facades).Dark-coloured external facing, due to far higher thermalload, as compared with light-coloured ones, may subjectto deformation. In order to minimise it, the manufacturerrecommends:

in case of wall panels to use single-span systems, in case of roof panels to limit maximum length,

having considered thermal loads, in case of doubt to consult manufacturers R&D

department.

Ruukki panels are designed for use in low and mid-rangetemperatures. Constant temperature of panel surfaceshould not exceed 60C (or 90C for short intervals).

l Thermal performance The mineral wool forming the core of Ruukki SP2D W,

SPB W and SPC W panels is featured with good thermalinsulating power. Their computational thermal conduc-tivity coefcient (l

design) is of 0.045 W/mK. U thermal

transmittance coefcient values for middle panel layersare listed in Table 1.

The range of possible applications of Ruukki SP2D W,SPB W and SPC W sandwich panels was determined asa result of thermal and humidity calculations consideringthermal bridge impact and basing on technical require-ments set out in the Order of the Minister of Infrastruc-ture on technical requirements to be met by buildings

and their locations (Journal of Law No. 75/2002, Item690). Thermal insulating power of Ruukki SP2D100W,

SP2D120W, SPB100W, SPB120W and SPB140Wwall panels makes it possible for them to be used inexternal solid walls and walls with windows/door inpublic utilities and industrial facilities heated toti> 16C.

Thermal insulating power of Ruukki SPB80W wallpanels makes it possible for them to be used in exter-nal solid walls and walls with windows/door in publicutilities and industrial facilities heated to8C < t

i< 16C.

Thermal insulating power of Ruukki SPC190/150Wroof panels makes it possible for them to be used asroof coverings over rooms of public utilities and indus-trial facilities heated to t

i> 16C.

Thermal insulating power of Ruukki SPC140/100Wroof panels qualify them for use as roof coverings overrooms of public utility and industrial facilities heated tobetween 8C < t

i< 16C.


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l Point thermal transmittance coefcient value () and partition thermal transmittance Table 3

coefcient value (UC) of Ruukki SP2D W and Ruukki SPB W sandwich panels

Panel type

[W/K]

UC

[W/m2K]

Ruukki SP2D100WRuukki SP2D120W

0.010.01

0.440.37

Ruukki SPB80WRuukki SPB100WRuukki SPB120WRuukki SPB140W

0.010.010.010.00

0.530.430.360.30

l Point thermal transmittance coefcient value () and partition thermal transmittance Table 4

coefcient value (UC) of Ruukki SPC W sandwich panels

Panel type [W/K]

UC

[W/m2K]

Ruukki SPC140/100W

Ruukki SPC190/150W

0.00

0.00

0.41

0.29


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l Structural performance Depending on load capacity and rigidity, sandwich panel

type and the adopted structural analysis, Ruukki panelswith mineral wool core may serve as: curtain walls: Ruukki SPB W panels: Tables 510, curtain walls: Ruukki SP2D W panels: Tables 1116,

partition walls and suspended ceilings: all panel types

to the extent they comply with the structural analysisfor specic xings and span lengths,

roof covers: Ruukki SPC W panels as per Table 17.

l Maximal loads applied evenly for Ruukki SPB W wall panels used in single-span system, Table 5

with external facings of very light and light colours load acting towards support

Corethickness

[mm]

Loaddue to

Maximal loads applied evenly [kN/m2] with span spread [m]

3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5

SGN* 1.50 1.10 0.84 0.66 0.54 0.44 80

SGU** 1.86 1.26 0.88 0.62 0.45 0.33

SGN* 1.88 1.38 1.06 0.83 0.67 0.56 0.50 100

SGU** 2.78 1.93 1.38 1.00 0.74 0.56 0.43

SGN* 1.98 1.45 1.11 0.88 0.71 0.58 0.52 0.46120

SGU** 2.99 2.20 1.64 1.25 0.96 0.74 0.56 0.46

SGN* 2.31 1.70 1.30 1.02 0.83 0.68 0.57 0.50140

SGU** 3.78 2.82 2.14 1.64 1.29 1.02 0.80 0.65

l Maximal loads applied evenly for Ruukki SPB W wall panels used in multi-span system, Table 6

with external facings of very light and light colours load acting towards support

Corethickness

[mm]

Loaddue to


3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5

SGN* 1.21 0.82 0.59 0.45 0.36 80

SGU** 2.08 1.58 1.22 0.95 0.76

SGN* 1.72 1.15 0.82 0.62 0.50 0.41 100

SGU** 2.84 2.19 1.72 1.37 1.10 0.89

SGN* 2.36 1.50 1.03 0.76 120

SGU** 2.97 2.36 1.91 1.57

140SGN* 2.92 1.83 1.25 0.90 0.68 SGU** 3.61 2.88 2.35 1.95 1.62

* load capacity limit compare with calculating loads

** utilization limit state (L/200 deection) compare with characteristic loads

* load capacity limit compare with calculating loads** utilization limit state (L/200 deection) compare with characteristic loads

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1111


with external facings of very light colours load acting from support

Core

thickness[mm]

Load

due to


3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5

SGN* 1.20 0.88 0.67 0.52 0.43 0.35 80

SGU** 1.53 1.06 0.75 0.54 0.40 0.30

SGN* 1.50 1.10 0.84 0.66 0.53 0.44 0.41 100

SGU** 2.25 1.59 1.14 0.85 0.64 0.49 0.39

SGN* 1.58 1.16 0.88 0.70 0.56 0.46 0.42 0.33

120SGU** 2.38 1.77 1.34 1.02 0.80 0.63 0.51 0.40

SGN* 1.84 1.36 1.04 0.81 0.66 0.54 0.45 0.41140

SGU** 2.96 2.25 1.72 1.34 1.05 0.84 0.67 0.54

Notes:

Given load values refer to panels mounted with minimum 3 fasteners on panel width.

If panels are mounted with 2 fasteners on width, values given in Table 5 should be taken as admissible loads (like for panels supportedlinearly on entire width), reduced by 30% for rigidity and 45% for load capacity.

It should be acknowledged that strength operating on 1 fastener should not exceed 1.0 kN for fasteners with steel washer

and 0.9 kN for fasteners with aluminum washer.




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with external facings of light colours load acting from support

Core

thickness

[mm]

Loaddue to


3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5

SGN* 1.20 0.88 0.67 0.52 0.43 0.35 80

SGU** 1.40 0.95 0.66 0.47 0.34 0.25

SGN* 1.50 1.10 0.84 0.66 0.53 0.44 0.41 100

SGU** 2.09 1.45 1.04 0.75 0.56 0.42 0.32

SGN* 1.58 1.16 0.88 0.70 0.56 0.46 0.42 0.33120

SGU** 2.24 1.65 1.23 0.94 0.72 0.56 0.42 0.35

SGN* 1.84 1.36 1.04 0.81 0.66 0.54 0.45 0.41140

SGU** 2.84 2.12 1.61 1.23 0.97 0.77 0.60 0.49

Notes:Given load values refer to panels mounted with minimum 3 fasteners on panel width.

If panels are mounted with 2 fasteners on width, values given in Table 5 should be taken as admissible loads (like for panels supported

linearly on entire width), reduced by 30% for rigidity and 45% for load capacity.

It should be acknowledged that strength operating on 1 fastener should not exceed 1.0 kN for fasteners with steel washerand 0.9 kN for fasteners with aluminum washer.




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Core

thickness[mm]

Load

due to


3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5

SGN* 1.16 0.80 0.58 0.44 0.35 0.28 80

SGU** 1.72 1.30 1.01 0.80 0.63 0.51

SGN* 1.64 1.11 0.80 0.61 0.48 0.41 0.33 100

SGU** 2.33 1.80 1.41 1.12 0.91 0.74 0.60

SGN* 2.22 1.44 1.01 0.75 0.57 0.46 0.36 0.31120

SGU** 2.44 1.94 1.57 1.29 1.08 0.90 0.76 0.64

SGN* 2.70 1.76 1.21 0.89 0.68 0.54 0.44 0.32140

SGU** 2.96 2.36 1.93 1.60 1.34 1.12 0.96 0.82

Notes:

Given load values refer to panels mounted with minimum 3 fasteners on panel width.If panels are mounted with 2 fasteners on width, values given in Table 6 should be taken as admissible loads (like for panels supported


It should be acknowledged that strength operating on 1 fastener should not exceed 1.0 kN for fasteners with steel washer

and 0.9 kN for fasteners with aluminum washer.




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Core

thickness

[mm]

Loaddue to


3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5

SGN* 0.97 0.66 0.47 0.36 0.29 80

SGU** 1.66 1.26 0.98 0.76 0.61

SGN* 1.38 0.92 0.66 0.50 0.41 0.32 100

SGU** 2.27 1.75 1.38 1.10 0.88 0.71 SGN* 1.89 1.20 0.82 0.61

120SGU** 2.38 1.89 1.53 1.26

140SGN* 2.34 1.46 1.00 0.72 0.54 SGU** 2.89 2.30 1.88 1.56 1.30

Notes:

Given load values refer to panels mounted with minimum 3 fasteners on panel width.If panels are mounted with 2 fasteners on width, values given in Table 6 should be taken as admissible loads (like for panels supported


It should be acknowledged that strength operating on 1 fastener should not exceed 1.0 kN for fasteners with steel washerand 0.9 kN for fasteners with aluminum washer.



l Maximal loads applied evenly for Ruukki SP2D W wall panels used in single-span system Table 11

with external facings of very light colours and light colours load acting towards support

Core Load Maximal loads applied evenly [kN/m2] with span spread [m]

thickness due to

[mm] 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5

SGN* 2.60 1.92 1.47 1.16 0.94 0.78 0.65 0.55100

SGU** 3.13 2.17 1.56 1.13 0.84 0.63 0.49 0.38

SGN* 2.75 2.02 1.55 1.22 0.98 0.82 0.68 0.58120

SGU** 3.37 2.48 1.85 1.40 1.08 0.84 0.66 0.52




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l Maximal loads applied evenly for Ruukki SP2D W wall panels used in multi-span system Table 12

with external facings of very light colours and light colours load acting towards support


thickness due to

[mm] 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5

SGN* 1.95 1.31 0.93 0.71 0.55 0.44 0.37 100

SGU** 3.20 2.46 1.93 1.54 1.24 1.01 0.83

SGN* 2.70 1.72 1.19 0.86 0.66 120

SGU** 3.40 2.70 2.19 1.79 1.48






thickness due to

[mm] 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5

SGN* 1.56 1.15 0.88 0.69 0.56 0.47 0.41 100

SGU** 2.25 1.59 1.15 0.86 0.64 0.50 0.40

SGN* 1.65 1.21 0.93 0.73 0.59 0.49 0.42 0.35120

SGU** 2.39 1.78 1.34 1.03 0.80 0.64 0.51 0.41

Notes:It should be acknowledged that strength causing panel separation from support in mounting point should not exceed 3.0 kN

mounting with double fastener and a load distributing separator. If additional fastener is applied in width midpoint, admissible loads

can be increased by 20%.



16/96


16




thickness due to

[mm] 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5

SGN* 1.56 1.15 0.88 0.69 0.56 0.47 0.41 100

SGU** 2.09 1.45 1.04 0.75 0.56 0.42 0.32

SGN* 1.65 1.21 0.93 0.73 0.59 0.49 0.42 0.35120

SGU** 2.24 1.65 1.23 0.94 0.72 0.56 0.42 0.35


mounting with double fastener and a load distributing separator. If additional fastener is applied in width midpoint, admissible loads

can be increased by 20%.





thickness due to

[mm] 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5

SGN* 1.64 1.11 0.80 0.61 0.48 0.38 0.32 100

SGU** 2.33 1.80 1.41 1.12 0.91 0.74 0.60

SGN* 2.22 1.44 1.01 0.75 0.57 0.46 0.36 0.31120

SGU** 2.24 1.94 1.57 1.29 1.08 0.90 0.76 0.64

Notes:

It should be acknowledged that strength causing panel separation from support in mounting point should not exceed 3.0 kN

mounting with double fastener and a load distributing separator.



17/96


17




thickness due to

[mm] 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5

SGN* 1.38 0 .92 0.66 0.50 0.41 0.31 100

SGU** 2.27 1.75 1.38 1.10 0.88 0.71

SGN* 1.89 1.20 0.82 0.61 120

SGU** 2.38 1.89 1.53 1.26


mounting with double fastener and a load distributing separator.



l Maximal loads applied evenly for Ruukki SPC W roof panels used in single- and multi-span system Table 17

with external facings of very light and light colours

Core

thickness

[mm]

Load

due to


3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5

SGN* 1.62 1.37 1.19 0.92 0.70 100

SGU** 3.22 2.23 1.58 1.13 0.83

SGN* 2.44 2.06 1.79 1.44 1.09 150

SGU** 3.79 3.04 2.47 1.80 1.45

Notes:

It should be acknowledged that strength operating on 1 fastener should not exceed 1.30 kN for fasteners with steel washer thatdistributes load and 0.7 kN for fasteners without such washer.


** utilization limit state (L/200 deection) compare with characteristic loads Denition of very light colors group (I) and light colors group (II) is included in EN 14509.


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18

l Corrosion resistanceOwing to the application of properly selected organiccoatings, constituting the nal protective layer for (ex-ternal and/or internal) Ruukki sandwich panel facingsor non-standard facings (external and/or internal) depending on particular demands various corrosionresistance can be achieved.

Studies carried out by Durability and Corrosion Protec-tion Department of the ITB (Building Research Institute),which aimed at assessment of corrosion resistance ofthe coatings and facings listed below showed that:

Ruukki sandwich panels with standard polyester coat-

ings (25 m thick) are suitable for use in C1 to C3environments according to PN-EN ISO 12944-2:2001,

Ruukki non-standard sandwich panels with PVDFcoatings (25 m thick) are suitable for use in C1 to C3environments according to PN-EN ISO 12944-2:2001,

Ruukki non-standard sandwich panels with PVC coat-ings (120 m thick) are suitable for use in C1 to C3environments according to PN-EN ISO 12944-2:2001.

l Corrosivity categories and examples of typicalenvironments in accordance with EN ISO 12944-2

Corrosivity category C1:Interior heated building with clean atmospheres,e.g. offices, shops, schools, hotels.

Corrosivity category C2:Exterior atmospheres with low level of pollution, mostlyrural areas.

Interior unheated buildings where condensations mayoccur, e.g. depots, sports halls.

Corrosivity category C3:Exterior urban and industrial atmospheres, moderatesulfur dioxide pollution, coastal areas with low salinity.

Interior production rooms with high humidity and some

air pollution, e.g. food-processing plants, laundries, brew-eries, dairies.

l Strength characteristics of joining with system self-drilling fasteners Table 18

Type of panels mounting

Properties

1

Wall panels

2

Roof panels

3

Maximal strength applied on one fastener due to deformation offacing or fasteners washer, kN

1.0***3.0

1.3*0.7**

* fastener with washer L06, e.g. EJOT-ORKAN type ** fastener without washer L06 *** for Ruukki SPB W (if mounting with additional fastener applied in panels width midpoint)

l Example: choice of fasteners number for Ruukki SPB W

wall panel (wind suction)

Details: SPB100W panel (1100 mm modular width); L=4.00 m; 1-span system;

II wind zone; building up to 10 m high; A area, without thermal loads

Normal zone

R = (0.35 kN/m2 1.0 (-0.7) 1.8) (4.00 m 1.10 m) 0.5 = 0.97 kN

0.97x1.3

2= 0.63 kN 1.0 kN 2 fasteners per support

Boundary zone

R = (0.35 kN/m2 1.0 (-0.7) 2.2) (4.00 m 1.10 m) 0.50 = 1.19 kN

1.19x1.3

3 = 0.51 kN 1.0 kN 3 fasteners per support (recommended)

l Example: choice of fasteners number for Ruukki SPC W

roong panel (wind suction)

Details: SPC140/100W panel (1000 mm modular width); L=3.00 m; 2-span system;

II wind zone; building up to 10 m high; A area ( 24.0 kg/m2panel weight), without thermal

loads

Normal zone

Rmax

= (0.35 kN/m2 1.0 (-0.9) 1.8) (3.00 m 1.00 m) 1.25* = 2.13 kN

Rmax

= 0,240 kN/m2 (3.00 m 1.00 m) 1.25* = 0.90 kN

2.13x1.3 0.9x0.92

= 0.98 kN 1.3 kN 2 fasteners with L06 washer per intermediate

support

Rskr.

= (0.35 kN/m2 1.0 (-0.9) 1.8) (3.00 m 1.00 m) 0.50* = 0.85 kN

Rskr.

= 0.240 kN/m2(3.00 m 1.00 m) 0.50* = 0.36 kN

0.85x1.3 0.36x0.92

= 0.39 kN 0.7 kN 2 fasteners without L06 washer

per extreme support.

Boundary zone

Rmax

= (0.35 kN/m2 1.0 (-0.9) 2.2) (3.00 m 1.00 m) 1.25* = 2.60 kN

2.60x1.3 0.9x0.92

= 0.86 kN 1.30 kN 3 fasteners with L06 washer

per intermediate support R

skr.= (0.35 kN/m2 1.0 (-0.9) 2.2) (3.00 m 1.00 m) 0.50* = 1.04 kN

1.04x1.3 0.36x0.92

= 0.34 kN 1.30 kN 3 fasteners with L06 washer per extreme

support (recommended)

* values recommended for approximate method, for precised calcutions values according to EN 14509 or European Recommendations should be used


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19

* with load of 0.24 kN/m2

Symbols: NRO no re spreading

EI re resistance

E partition re tightness

l partition re insulating power

Example:

EI 120 means that re insulating power [l] and re tightness [E] are ensured for a period of time exceeding

120 minutes, which means that minimum re resistance is 120 minutes.

l Fire performanceRuukki panel claddings with mineral wool core are

classied in terms of: re resistance,

re spreading. Fire resistance and re spreading are used to describe

walls and roof coverings.

Fire classication presented in Table 19 was elaborated

on the basis of re tests of walls and roofs made ofRuukki panels with mineral wool core.

l Fire classication referring to walls and roof coverings made of Ruukki panels with mineral wool core Table 19

Examined element Reaction to re Fire spread rate External re

exposure

Fire resistance

Wall made ofRuukki SP2D100W

A2, s2, d0 NRO EI 60

Wall made ofRuukki SP2D120W

A2, s2, d0 NRO EI 60

Wall made ofRuukki SPB80W

A2, s2, d0 NRO EI 45, E 120


A2, s2, d0 NRO EI 120


A2, s2, d0 NRO EI 120


A2, s2, d0 NRO EI 120

Roof made ofRuukki SPC140/100W, SPC190/150W

A2, s2, d0 NRO BROOF (t1) REI 90*


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20

l Acoustic performance Ruukki mineral wool core wall panels have the following

minimum acoustic insulation coefcients which are featu-red with:

RW32 dB, RA130 dB, RA228 dB.

Detailed data concerning acoustic parameters are givenin Table 20. The ratios set by the ITB according to thePN-EN-ISO 717-1:1999 standard show that from aco-ustic point of view, Ruukki SP2D W, Ruukki SPB Wand Ruukki SPC W panels are suited for use:

as external cladding and partition walls/roofs ofindustrial facilities unless individual acoustic insula-tion specications for such walls/roofs are higher than

those listed in Table 20,

for retail outlets pavilions, exhibition and other facili-

ties in accordance with requirements stated inPN-B-02151-3:1999 or if parameters are set individu-ally, depending on the particular solution applied in abuilding (location, glazing, rooms adaptation),

to erect buildings with no specied acoustic require-ments.

l Acoustic parameters of Ruukki SP2D W, SPB W and SPC W sandwich panel Table 20

Panel type

Acoustic study ndings[dB]

RW R

A1R

A2

Ruukki SP2D100W 34 33 30

Ruukki SP2D120W 32 30 28

Ruukki SPB80W 33 32 29




Ruukki SPC140/100W 35 34 31

Ruukki SPC190/150W 34 33 30


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21

l Fixing of panels with steelwork The drawings below present the principles of spacing fa-

steners as well as their recommended minimum number.

l Normal zone for wall panels*Ruukki SP2D100W and Ruukki SP2D120W:

- one set of 2 fasteners L01 or L02and 1 fastener L15 per sheeting rail

Ruukki SPB80W, SPB100W, SPB120W, SPB140W: 2 fasteners (L01 or L02) per sheeting rail.

l Boundary zone for wall panels*Ruukki SP2D100W and Ruukki SP2D120W:

- one set of 2 fasteners L01 or L02and 1 fastener L15 per sheeting rail

Ruukki SPB80W, SPB100W, SPB120W, SPB140W:

3 fasteners (L01 or L02) per sheeting rail.

l Normal zone for roof panels* Ruukki SPC140/100W, Ruukki SPC190/150W: 2 fasteners (L01 or L02) per purlin**,

l Boundary zone for roof panels*Ruukki SPC140/100W, SPC190/150W:

3 fasteners (L01 or L02) per purlin**.

* according to PN-77/B-02011. Loads in structural analyses. Wind

load.

** load of the joint for detachment from the support equals 0.70 kN;

to achieve the load of 1.30 kN an additional L06 washer is to beapplied.

l Longitudinal joint of roof panels Minimal roof slope for Ruukki roof panels is > 5% for

continuous panels without roof skylights.

Minimal roof slope for Ruukki roof panels joined length-wise or with roof skylights is > 7%.

Ruukki SPC W roof panels to be joined longitudinallymay be delivered with an internal facing notched alongits edges. For adequate joint, the notched facing alongwith the mineral wool and the polyurethane adhesive,must be removed during panel installation. The core-less area is 250 mm in length. Two types of panels canbe distinguished in terms of facing notches:

P = Right

L = Left


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l Fasteners for panel assemblyAll Ruukki panels are fastened to the base structure by

means of self-tapping fasteners whose use ensuresfast assembly, secure fastening and attractive appear-ance of external and internal wall surfaces. Self-tappingfasteners are used for xing sandwich panels on steelstructures with wall thicknesses of up to 12 mm. Thebest fasteners for particular panel types are presented inTable 21.

The advantages of this fastening system are listed be-low:

drilling and fixing are performed within a single task this significantly reduces the time required for

proper fixing, there is no need to purchase additional tools such asdrills,

fasteners can be fixed in place with the use of singletool a screw gun,

drilling is optimal as each fastener comes with acutting piece to be used in drilling only a single holeduring fastening,

tight fastening is obtained thanks to an additionalsupport thread under fasteners head and a washerwith EPDM vulcanised layer,

very high and equivalent values of support extractionforces are achieved by extremely precise selection of

opening diameter, dimensions and thread profile.

The fasteners are made of hardened carbon steel with

an anti-corrosive protective coat. All fasteners havewashers with vulcanised EPDM, which allows for longoperation while keeping the sealant exible. Fastenersand washers for special applications are available instainless steel. Other fasteners may be used for xingpanels on other types of bases:

for fixing on wood and steel structures with walls ofover 12 mm in thickness, we recommend self-tappingfasteners with proper thread profiles,

for fixing on concrete elements, we recommend aspecial self-anchoring stud which requires no ad-ditional elements to expand in concrete; a diameter

of initial opening both in a panel and in a concreteelement corresponds to the nominal diameter of astud thus, all that is needed for fixing is a hammerand a hammer drill.

We offer galvanized fasteners and lacquered whitefasteners. On individual demand it is possible to providefasteners with heads and washers which are powder-painted by electrostatic method into a color of externalfacing of a sandwich panel.

l Fasteners for Ruukki SP2D W, Ruukki SPB W and Ruukki SPC W panel assambly Table 21

Panel typeRuukki SP2D W Ruukki SPB W Ruukki SPC W

Thickness

100 120 80 100 120 140 140/100 190/150

Fastener type Support

wallthickness

[mm]

hump hollow hump hollow

L01 3.0-12.0 L01CL15**

L01DL15**

L01C L01D L01D L01E L01E+L06*

L01D L01F+L06*

L01E

L02 1.5-5.0 L02CL15**

L02DL15**

L02C L02D L02E L02E L02E+L06*

L02D L02F+L06*

L02E

Estimated use

per 100 m240 set** 1)

10 set** 2)120 pcs. for vertical panel arrangement

90 pcs. for horizontal panel arrangement75 pcs.

L03 for ashing xing for ashing and strips xingon panel joints

Estimated useper 100 m2

depending on number of ashing pieces 180 pcs.

* depending on the load of L01 (L02) fastener** 1 set of 2 fasteners L01 or L02 and 1 fastener L15, load of 1 set is 3.00 kN

1) for vertical panel arrangement

2) for horizontal panel arrangement


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23

l General panel assembly guidelines It is recommended to conduct assembly according to

detailed instructions included in the data sheet calledAssembly instruction for sandwich panels.

Before assembly, check structure for compliance withdesign specications and construction accuracy.

Prior to assembly, remove protective lm from inter-nal panel facings. Film on external facings shouldbe removed soon after assembly however, not later,than 2 months after panel purchase (Fig. 1). Peel theprotective lm off longitudinal edges of Ruukki panels(applies to metallic varnish, e.g. Silver Metalic) priorto commencement installation. Ruukki SPB W wallpanels are covered with blue lm that comes on the

internal side of the building structure.

Fig. 1. Removing protective lm from panel facing

Panels and ashings should be cut on stands coveredwith a soft material (such as felt or polystyrene) toprocect coating from damaging.

Fig. 2. Panels cutting

It is recommended to cut panels with ne-toothed bla-des and to cut ashings with snips. Do not use anglegrinders to cut panels and ashings! (Fig. 2.)

During assembly, press panels into place with xingtool 1410 (made by Ruukki Polska) the tool helps toensure proper piece joining without risking any dama-ge.

Panels should be fastened to structures with faste-ners recommended by sandwich panel manufacturer.Fastener types and dimensions are listed in Table 21.Any other fasteners should be pre-approved by themanufacturer.

Fig. 3. Fastener screw gun

Only special screw guns may be used for xing faste-ners. (Fig. 3)

Do not install panels in wind exceeding 9 m/s, during

precipitation or in heavy fog. At the end of each working day, remove all swarf anddirt produced during plate assembly.

Fig. 4. Properly xed fastener.

Elevation/outer side of Ruukki panels with mineral

wool core is marked with overprint on panel side:elewacjaoutsidea.

Arrows indicate external facing of panel. Assembly inconsistent with marking will cause loss of

warranty! Ruukki Polska recommends detailed drawing solutions

included in this brochure but nal decision about par-ticular shape of design should be taken by designer.Ruukki Polska is not responsible for effects of wrong

designing and assembly errors.

l Sealing materials Butyl sealing compounds Sikalastomer 710,

Butylene-X, Permanently elastic sealing compounds

Sikaex PRO3WF, Sealing compounds increasing re resistance

Terostat MS-939, Compounds for sealing the passes of installation con-

duits in roof Terostat MS-9320 and MS-930.


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24

M07/S01

M07/S03

M35/S09

M29/S09

M07/S07M29

/S22

M35/S21

M29/S01

M35/S0

2M35/S0

1

M29/S02

M29/S21

M35/S22

M35/S04

M35/S27

M29/S28

M29/S04

M35/S28

M29/S05

M35/S05

M07/S04M07/S05

M04/S27

M07/S06

M35/S23

M04/S34

M29/S23

M04/S33

M29/S03M35/S03

M35/S29

M29/S29

M35/S07

M35/S06

M29/S08

M29/S06

M35/S08

M35/S25

M35/S24

M29/S24

M29/S26

M29/S07

M35/S26

M04/S22

M04/S23

M04/S24

M04/S25

M04/S26

M07/S02

M07/S09

M07/S08

M29/S10M35/S10

M04/S21

l M29/S00 Mineral wool core Ruukki sandwich panel

cladding layout of assembly details.


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25

l M29/S01 Joint between Ruukki SPB W panel and ground

beam option 1. Vertical panel arrangement.

1. Ground beam acc. to engineering design of thestructure.

2. Ruukki SPB100W, SPB120W, SPB140Wsandwich panel.

3. Socle sheeting rail acc. to engineering design

of the structure. 4. Plinth ashing EA1B01. 5. Plinth ashing EA1B02. 6. L01 fastener for hot-rolled sheeting rail

or L02 fastener for cold-bent sheeting rail.

7. Steel rivet (every ~300 mm). 8. Impregnated polyurethane sealant. 9. Horizontal insulation acc. to architectural design

of the structure.10. Permanently elastic sealing compound

in panel joint.11. 4x20 PU self-adhesive sealant.

7

2

3

11

10

56

9

4

8

level

foundation

1


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l M29/S02 Joint between Ruukki SPB W panel and ground


1. Ground beam acc. to engineering design of thestructure.



of the structure. 4. Plinth ashing EA1B01. 5. Plinth ashing EA1B02. 6. L01 fastener for hot-rolled sheeting rail


7. Steel rivet (every ~300mm). 8. 8x40 PU self-adhesive sealant. 9. Horizontal insulation acc. to architectural design

of the structure.10. Socle beam acc. to engineering design

of the structure.11. 4x20 PU self-adhesive sealant.12. Permanently elastic sealing compound

in panel joint.

7

12

11

3

2

5

9

6

level

foundation

of ~30 mmfacing gap

8

10

4

1


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l M29/S03 Joint between Ruukki SPB W panel.


1. Steel sheeting rail acc. to engineering design

of the structure.

2. Ruukki SPB100W, SPB120W, SPB140Wsandwich panel.3. L01 fastener for hot-rolled sheeting rail

or L02 fastener for cold-bent sheeting rail. 4. Butyl sealing compound.

3

0 0

1100 11001100

3

min. 50 min. 50 min. 50min. 50

1

3

2

4

4

2

343

1

4

+2 +2

2 2


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l M29/S04 Fixing of Ruukki SPB W panel with corner steel

sheeting rail. Vertical panel arrangement.


of the structure. 2. Ruukki SPB100W, SPB120W, SPB140Wsandwich panel.

3. L01 fastener for hot-rolled sheeting railor L02 fastener for cold-bent sheeting rail.

4. Corner ashing EA1B03 or EA1B04.

5. Corner ashing EA1B05.6. Steel rivet (every ~300 mm). 7. Mineral wool in bulk.

8. Permanently elastic sealing compound.

8

6

6

2

100, 120, 140

3

57

1

4

of ~30 mmfacing gap

2 3

100,

120,

140


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29

l M29/S05 Ruukki SPB W cladding panel nishing.


1. Steel elements acc. to engineering designof the structure.


3. Ruukki SPC140/100W, SPC190/150W sandwich panel.

4. L01 fastener for hot-rolled sheeting railor L02 fastener for cold-bent sheeting rail. 5. 4x20 PU self-adhesive sealant.

6. L06 washer. 7. Attic ashing EA1B06.

8. Custom-ordered ashing.9. Watertight rivet (every ~300 mm).

10. Mineral wool in bulk.11. Butyl tape.12. Permanently elastic sealing compound.

* for structures with high requirements regarding thermalinsulation facing gap is ~30 mm; in this case the

maximum support length is 300 mm

** depending on the fastener load

11 12 1

4

8

max300mm*

*

10

3

facing bent at

min. 50 mm in height

2

11

9

4

56**

7

9


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30

l M29/S06 Joint between PCV window and Ruukki SPB W panel

(vertical cross-section). Vertical panel arrangement.

1. Ruukki SPB100W, SPB120W, SPB140Wsandwich panel.2. PCV window.

3. Drip wall ashing EA1B07. 4. Watertight rivet (every ~300 mm).

5. Impregnated polyurethane sealantor expanded foam. 6. Permanently elastic sealing compound.

6

4

6

1

2

4

1

35

A - A

min. 200min. 200

Panel modular width

A

A


31/96


31


(horizontal cross-section). Vertical panel arrangement.

1. Ruukki SPB100W, SPB120W, SPB140W

sandwich panel.2. PCV window. 3. Watertight rivet (every ~300 mm). 4. Impregnated polyurethane sealant

or expanded foam.

3

1

interior

4

2


32/96


32


in panel joint (vertical cross-section).Vertical panel arrangement.


sandwich panel.2. PCV window.3. Drip wall ashing EA1B07.

4. Drip wall ashing EA1B33.5. Watertight rivet (every ~300 mm).

6. Impregnated polyurethane sealant

or expanded foam. 7. Permanently elastic sealing compound.8. Butyl sealing compound.

7

5

71

6

2

4

3

A

A

Cross-section through panel joint

5

7

7

1

6

2

3

8

8

70

1 4

120

50

Cross-section outside panel joint

A - A


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33

l M29/S09 Joint between PCV window, Ruukki SPB W panel

and steel sheeting rail (vertical cross-section).Vertical panel arrangement.

1. Steel sheeting rail acc. to engineering designof the structure.


3. PCV window.

4. L01 fastener for hot-rolled sheeting railor L02 fastener for cold-bent sheeting rail. 5. Tap screw for xing windows (every ~500 mm). 6. Plinth ashing EA1B01. 7. Custom-ordered ashing.

8. Custom-ordered ashing. 9. Custom-ordered drip.10. Impregnated polyurethane sealant

or expanded foam.11. Steel rivet (every ~300 mm).

12. Tap screw for metal sheet.13. Permanently elastic sealing compound.14. 4x20 PU self-adhesive sealant.

14

13

13

14

3

9

13

10

12

11

7

410

2

126

10

7

5

8

11

1

1

min.

25

4

2

min.

25


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34

l M29/S10 Longitudinal joint of Ruukki SPB W panels tall

buildings. Vertical panel arrangement.


of the structure. 2. Ruukki SPB100W, SPB120W, SPB140Wsandwich panel.


4. Custom-ordered drip.

5. Mineral wool in bulk. 6. Permanently elastic sealing compoundin panel joint.

7. 4x20 PU self-adhesive sealant.

6

7

min.

40

3

2

7

6

1

4

5

min.

40

3

2


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35

l M29/S11 Joint between Ruukki SPB W wall panel

and trapezoidal roong sheet.Vertical panel arrangement.


2. Trapezoidal sheet acc. to engineering design of the structure.3. Roof covering acc. to engineering design

of the structure. 4. Custom-ordered ashing.

5. Custom-ordered ashing (1 mm thickness). 6. Custom-ordered ashing.

7. Steel rivet (every ~300 mm).8. Mineral wool in bulk. 9. Gutter as per special design.10. Custom-ordered ashings.

4

9

facing gap

of ~30 mm78

5

6

2

7

6

1

3


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36

l M29/S21 Joint between Ruukki SPB W panel and ground beam

option 1. Horizontal panel arrangement.

1. Ground beam acc. to engineering designof the structure.



of the structure. 4. Custom-ordered drip. 5. Plinth ashing EA1B02. 6. L01 fastener for hot-rolled sheeting rail


7. Steel rivet (every ~300 mm). 8. Horizontal insulation acc. to architectural design

of the structure. 9. Polyurethane sealant (8 mm thickness).10. Wooden (G-22)x30 strip, with G being panel

thickness.11. 4x20 PU self-adhesive sealant.12. 20x30 impregnated polyurethane sealant.

12

7

3

2

G

9

11

5

6

10

level

foundation

4

8

1

G-22


37/96


37

l M29/S22 Joint between Ruukki SPB W panel and ground beam

option 2. Horizontal panel arrangement.



3. Socle sheeting rail acc. to engineering designof the structure.

4. Custom-ordered drip. 5. Plinth ashing EA1B02. 6. L01 fastener for hot-rolled sheeting rail

or L02 fastener for cold-bent sheeting rail. 7. Steel rivet (every ~300 mm).

8. Horizontal insulation acc. to architectural designof the structure.

9. Polyurethane sealant (8 mm thickness).10. Wooden (G-22)x30 strip, with G being panel

thickness.11. 8x40 PU self-adhesive sealant.

12. Socle beam acc. to engineering design of thestructure.13. 4x20 PU self-adhesive sealant.14. 20x30 impregnated polyurethane sealant.

3

56

7

8

2

14

9

10

11

12

4

13

G

level

foundation

1


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38

l M29/S23 Joint between Ruukki SPB W panels.


1. Steel column acc. to engineering design

of the structure.

2. Ruukki SPB100W, SPB120W, SPB140Wsandwich panel.3. L01 fastener for hot-rolled column

or L02 fastener for cold-bent column. 4. Butyl sealing compound.

22

00

min. 50

3

min. 50

1100

3

min. 50

1100

min. 50

1100

2

4

1

3

4

+2+2


39/96


39

l M29/S24 Fixing of Ruukki SPB W panel with steel column,

intermediate support. Horizontal panel arrangement.

1. Steel column acc. to engineering designof the structure.2. Ruukki SPB100W, SPB120W, SPB140W

sandwich panel.3. Joint ashing EA1B16.

4. L01 fastener for hot-rolled columnor L02 fastener for cold-bent column. 5. L03 fastener (every ~500 mm).

1

2

534


40/96


40


extreme support option 1.Horizontal panel arrangement.

1. Steel column acc. to engineering designof the structure.

2. Ruukki SPB100W, SPB120W, SPB140Wsandwich panel.3. Joint ashing EA1B16.4. L01 fastener for hot-rolled column

or L02 fastener for cold-bent column.

5. L03 fastener (every ~500 mm). 6. Mineral wool in bulk.

7. Permanently elastic sealing compoundin panel joint. 8. 4x20 PU self-adhesive sealant.

78

1

2

35

6

4

7

min. 40 min. 40

~20


41/96


41


column option 1. Horizontal panel arrangement.


2. Ruukki SPB100W, SPB120W, SPB140Wsandwich panel.3. Corner ashing EA1B28.

4. L01 fastener for hot-rolled columnor L02 fastener for cold-bent column.

5. L03 fastener (every ~500 mm). 6. Mineral wool in bulk.

7. Permanently elastic sealing compoundin panel joint. 8. 4x20 PU self-adhesive sealant.

8

7

2

5

1

4

3

2

647

min. 40


42/96


42

l M29/S29 Fixing of Ruukki SPB W panel with reinforced concrete

column. Horizontal panel arrangement.

1. Reinforced concrete column. 2. Ruukki SPB100W, SPB120W, SPB140Wsandwich panel.

3. Joint ashing EA1B16. 4. Mineral wool in bulk.

5. Fastener with 19 washer for concrete. 6. L03 fastener (every ~500 mm).7. 4x20 PU self-adhesive sealant.

8. Permanently elastic sealing compoundin panel joint.

min. 40

20

1

7

58

8

2

4

3

2

6


43/96


43


and steel sheeting rail (vertical cross-section).Horizontal panel arrangement.



3. PCV window. 4. L01 fastener for hot-rolled sheeting railor L02 fastener for cold-bent sheeting rail.

5. Tap screw for xing windows (every ~500 mm). 6. Plinth ashing EA1B01.

7. Custom-ordered ashing. 8. Custom-ordered ashing. 9. Custom-ordered drip.10. Impregnated polyurethane sealant

or expanded foam.11. Steel rivet (every ~300 mm).12. Tap screw for metal sheet.13. Permanently elastic sealing compound.

10

1

4

2

612

10

7

5

8

11

3

11

7

13

1

1210

9

4

2


44/96


44


and steel sheeting rail (horizontal cross-section).Horizontal panel arrangement.



sandwich panel.3. PCV window.4. L01 fastener for hot-rolled sheeting rail

or L02 fastener for cold-bent sheeting rail. 5. Tap screw for xing windows (every ~500 mm).

6. Custom-ordered ashing.7. Custom-ordered ashing.

8. PU expanded foam.

9. Steel rivet (every ~300 mm).10. Tap screw for metal sheet.11. Permanently elastic sealing compound.

min. 25

3 5

9

1

4

7

2

10

11

86

9


45/96


45





3. Joint ashing EA1B40 (max. length of 3000 mm). 4. Assembly ashing EA1B41 (L= ~100 mm, every~300 mm).


6. L03 fastener. 7. Mineral wool in bulk. 8. Permanently elastic sealing compound

in panel joint.

9. 4x10 PU self-adhesive sealant.10. 4x20 PU self-adhesive sealant.

8 10

1

8

2

4

9

63

6

5 7

min. 40min. 40

~20

8


46/96


46





sandwich panel.3. Corner ashing EA1B42 (max. length of3000 mm).

4. L01 fastener for hot-rolled columnor L02 fastener for cold-bent column.

5. L03 fastener. 6. Impregnated polyurethane sealant

or expanded foam.

7. Permanently elastic sealing compoundin panel joint. 8. 4x10 PU self-adhesive sealant. 9. 4x20 PU self-adhesive sealant.

7

8

min. 40

4

8

1

2

7 5

3

68

2


47/96


47

l M29/S41 Ruukki SPB W wall panel partition.


1. Ruukki SPB80W, SPB100W, SPB120W,SPB140W sandwich panel.2. Fastening angle.3. Mineral wool.

4. Butyl sealing compound.

0

3

1

4

80,

100,

120,

140

4

11001100

A-A

+2

2

1

3

2

3

A A


48/96


48

8

5

3

9

foundation

2

6

2

5

7

1

10

4

level

11

12

l M35/S01 Joint between Ruukki SP2D W panel and ground



2. Ruukki SP2D100W, Ruukki SP2D120W. 3. Socle sheeting rail acc. to engineering design

of the structure. 4. Plinth ashing EA1B01. 5. Plinth ashing EA1B02. 6. L01 fastener for hot-rolled sheeting rail or L02 fastener for cold-bent sheeting rail.

7. L15 fastener. 8. Steel rivet (every ~300 mm). 9. Horizontal insulation acc. to architectural design

of the structure.

10. Impregnated polyurethane sealant.11. Permanently elastic sealing compoundin panel joint.



49/96


49

11

4

8

5

foundation

3

10

level

1

13

12

7

6

2

9

25

facing gap ~30 mm




2. Ruukki SP2D100W, Ruukki SP2D120W. 3. Socle sheeting rail acc. to engineering design

of the structure.

4. Plinth ashing EA1B01. 5. Plinth ashing EA1B02. 6. L01 fastener for hot-rolled sheeting rail or L02 fastener for cold-bent sheeting rail. 7. L15 fastener.

8. Steel rivet (every ~300 mm). 9. Horizontal insulation acc. to architectural design

of the structure.10. Impregnated polyurethane sealant.11. Socle beam acc. to engineering design

of the structure.12. Permanently elastic sealing compoundin panel joint.



50/96


50

3

2

4 1

40

2 1 55

10001000

43 523

1000

2343 5

l M35/S03 Joint between Ruukki SP2D W panels.


1. Steel sheeting rail acc. to engineering designof the structure.2. Ruukki SP2D100W, Ruukki SP2D120W.3. L01 fastener for hot-rolled sheeting rail


4. L15 fastener. 5. Butyl sealing compound.


51/96


51

7

452

1

6 3

4

5

2

l M35/S04 Fixing of Ruukki SP2D W panel with corner steel

column. Vertical panel arrangement.


of the structure.2. Ruukki SP2D100W, Ruukki SP2D120W.3. Corner ashing EA1B28.4. L01 fastener for hot-rolled sheeting rail


5. L03 fastener. (every ~500 mm).

6. Mineral wool in bulk. 7. 4x20 PU self-adhesive sealant.


52/96


52

6

13

3

6 4

9

12

10 7**

1

10

8

*

11

2

5

4

25

min. 50 mm in height

facing bent at

max.3

00mm*

l M35/S05 Ruukki SP2D W cladding panel nishing.


1. Steel elements acc. to engineering designof the structure.

2. Ruukki SP2D100W, Ruukki SP2D120W.3. Ruukki SPC140/100S, SPC190/150S.


5. L15 fastener. 6. 4x20 PU self-adhesive sealant. 7. L06 washer.

8. Attic ashing EA1B06. 9. Custom-ordered ashing.

10. Watertight rivet (every ~300 mm).11. Mineral wool in bulk.12. Butyl tape.13. Permanently elastic sealing compound

in panel joint.

* for structures with high requirements regarding thermalinsulation facing gap is ~30 mm; in this case the

maximum support length is 300 mm

** depending on the fastener load


53/96


53

A - A

1

4

min. 200

A

Modular panel width

3

6

4

6

2

5

1

A

min. 200

l M35/S06 Joint between PCV window and Ruukki SP2D W panel


1. Ruukki SP2D100W, Ruukki SP2D120W.2. PCV window.3. Drip wall ashing EA1B07.4. Watertight rivet (every ~300 mm).

5. Impregnated polyurethane sealantor expanded foam.



54/96


54

2

interior

3 4

1


(horizontal cross-section). Vertical panel arrangement.

1. Ruukki SP2D100W, Ruukki SP2D120W.2. PCV window.3. Watertight rivet (every ~300 mm).

4. Impregnated polyurethane sealantor expanded foam.


55/96


55

Cross-section outside panel joint Cross-section through panel joint

6

2

1

1

3 6

2

3

4

A

18

8

51

8

5

8A

A - A

120

30

90

7

1

4

7



1. Ruukki SP2D100W, Ruukki SP2D120W.2. PCV window.3. Drip wall ashing EA1B07.

4. Drip wall ashing EA1B33. 5. Water tight rivet (every ~300 mm).

6. Impregnated polyurethane sealantor expanded foam.7. Butyl sealing compound.



56/96


56

14

13

9

10

3

13

7

11

12

4

2

12

11

7

4

2

5

13

14

1

1

10

6

8

10

min.2

5

min.2

5

l M35/S09 Joint between PCV window, Ruukki SP2D W panel

and steel sheeting rail (vertical cross-section).Vertical panel arrangement.

1. Steel sheeting rail acc. to engineering design of the structure. 2. Ruukki SP2D100W, Ruukki SP2D120W.

3. PCV window.

4. L01 fastener for hot-rolled sheeting rail or L02 fastener for cold-bent sheeting rail. 5. Tap screw for xing windows (every ~500 mm). 6. Plinth ashing EA1B01. 7. Custom-ordered ashing.


or expanded foam.

11. Watertight rivet (every ~300 mm).12. Tap screw for metal sheet.13. Permanently elastic sealing compound.14. 4x20 PU self-adhesive sealant.


57/96


57

7

8

1

4

3

6

5

3

2

8

7

4

l M35/S10 Longitudinal joint of Ruukki SP2D W panels tall

buildings. Vertical panel arrangement.


of the structure. 2. Ruukki SP2D100W, Ruukki SP2D120W.3. L01 fastener for hot-rolled sheeting rail

or L02 fastener for cold-bent sheeting rail. 4. L15 fastener.

5. Custom-ordered drip.

6. Mineral wool in bulk.7. 4x20 PU self-adhesive sealant. 8. Permanently elastic sealing compound.


58/96


58

8 of ~30 mm7 facing gap

4

9

3

1

6

2

6

7 5

l M35/S11 Joint between Ruukki SP2D W wall panel

and trapezoidal roong sheet.Vertical panel arrangement.

1. Ruukki SP2D100W, Ruukki SP2D120W.

2. Trapezoidal sheet acc. to engineering design of the structure.3. Roof covering acc. to engineering design

of the structure. 4. Custom-ordered ashing.

5. Custom-ordered ashing (1 mm thickness).

6. Custom-ordered ashing.7. Steel rivet (every ~300 mm). 8. Mineral wool in bulk. 9. Gutter as per special design.


59/96


59

2

3

foundation

level

1

3

9

8

2

7

6

5

4

9

1000

1

000

l M35/S21 Joint between Ruukki SP2D W panel

and ground beam option 1.Horizontal panel arrangement.



3. Steel column acc. to engineering designof the structure.4. L01 fastener for hot-rolled column

or L02 fastener for cold-bent column. 5. L15 fastener.

6. Impregnated polyurethane sealant. 7. Socle beam acc. to engineering design of the structure.

8. Horizontal insulation acc. to engineering design of the structure. 9. Butyl sealing compound.


60/96


60

level

foundation

2

33

9 5

4

9

1000

1000

7

8

2

6

of ~30 mmfacing gap

1


beam option 2. Horizontal panel arrangement.



3. Steel column acc. to engineering designof the structure.4. L01 fastener for hot-rolled column


6. Impregnated polyurethane sealant. 7. Socle beam acc. to engineering design of the structure.

8. 8x40 PU self-adhesive sealant. 9. Butyl sealing compound.


61/96


61

5

2

2

3

1000

1000

1000

1

5

5

3

4

2

3

5

3

4

l M35/S23 Joint between Ruukki SP2D W panels.


1. Steel column acc. to engineering designof the structure. 2. Ruukki SP2D100W, Ruukki SP2D120W. 3. L01 fastener for hot-rolled column


4. L15 fastener.5. Butyl sealing compound.


62/96


62

3 4

25

1

2

l M35/S24 Fixing of Ruukki SP2D W panel with steel column,

intermediate support. Horizontal panel arrangement.


of the structure. 2. Ruukki SP2D100W, Ruukki SP2D120W. 3. L01 fastener for hot-rolled column



63/96


63

89

2

1

47

3

8 5 6

~20




2. Ruukki SP2D100W, Ruukki SP2D120W. 3. L01 fastener for hot-rolled columnor L02 fastener for cold-bent column.

4. L15 fastener. 5. Steel rivet (every ~300 mm).

6. Mineral wool in bulk.7. Custom-ordered ashing.

8. Permanently elastic sealing compound in panel joint. 9. 4x20 PU self-adhesive sealant.


64/96


64

78 2

3

1

min. 40 min. 40

47 65 ~20





or L02 fastener for cold-bent column. 4. L03 fastener (every ~500 mm).

5. Mineral wool in bulk.

6. Join ashing EA1B16.7. Permanently elastic sealing compound in panel joint. 8. 4x20 PU self-adhesive sealant.


65/96


65

1

4

3

2

9

5

5

8

7

2

643 8

8






5. Steel rivet (every ~300 mm).

6. Mineral wool in bulk. 7. Corner ashing EA1B03 or EA1B04.8. Permanently elastic sealing compound

in panel joint. 9. 4x20 PU self-adhesive sealant.


66/96


66

7

8

36

min. 40

4

2

5

1

2

7 4




of the structure. 2. Ruukki SP2D100W, Ruukki SP2D120W. 3. Corner ashing EA1B28. 4. L01 fastener for hot-rolled column


5. L03 fastener (every ~500 mm).

6. Mineral wool in bulk. 7. Permanently elastic sealing compound. 8. 4x20 PU self-adhesive sealant.


67/96


67

2

8 6

2

3

4

20

1

7

58

min. 40

l M35/S29 Fixing of Ruukki SP2D W panel with reinforced

concrete column. Horizontal panel arrangement.

1. Reinforced concrete column. 2. Ruukki SP2D100W, Ruukki SP2D120W. 3. Joint ashing EA1B16. 4. Mineral wool in bulk. 5. Fastener with 19 washer for concrete.

6. L03 fastener (every ~500 mm).7. 4x20 PU self-adhesive sealant.8. Permanently elastic sealing compound

in panel joint.


68/96


68

1

1

12

2

4

11

7

12

5

11

7

2

4

10

3

10

8

13

9

10

6

l M35/S30 Joint between PCV window, Ruukki SP2D W panel

and steel sheeting rail (vertical cross-section).Horizontal panel arrangement.


2. Ruukki SP2D100W, Ruukki SP2D120W. 3. PCV window.

4. L01 fastener for hot-rolled sheeting railor L02 fastener for cold-bent sheeting rail. 5. Tap screw for xing windows (every ~500 mm). 6. Plinth ashing EA1B01. 7. Custom-ordered ashing.


or expanded foam.

11. Steel rivet (every ~300 mm).12. Tap screw for metal sheet.13. Permanently elastic sealing compound.


69/96


69

3 5

9

2

11 6

4

12

7

sandwich panels with mineral wool core

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