PWS-PIR-ST-60 - Wall sandwich panel - PruszyńskiPruszyński

Technical specification

General information

* 1150 mm - standard module, 1000 mm - non -standard module
** Approximate mass masses are given for the thickness of the external sheets. 0.50mm and internal 0.40mm and standard module.

core

polyurethane PIR

thickness of panel

60 mm

effective width

1150/1000 mm *

total width

1169/1019 mm

weight of 1m²

10,03 kg **

weight of 1mb

11,54 kg

min length of panel

2,0 mb

max length of panel

see Length of panel

thickness of steel sheet

0,5 mm

type of external profile

trapezoidal - T
micro trapezoidal - M
wave - F
cassette - K

type of internal profile

trapezoidal - T

coverings

polyester glossy/mat, polyurethane, HPS200, aluzinc

PWS-PIR-ST-60 - Płyta warstwowa ścienna - pianka poliuretanowa - widoczne mocowanie - przekroj

Physical properties

Material properties

Lambda λD coefficient

0,022 W/mK

Coefficient of heat transfer U_D,S

0,38 W/m2K

Core density

40 ±3 kg/m³

Weight

10,20 kg/m2

Mechanical resistance

Compressive strength

0,095 MPa

Ultimate tensile strength

0,070 MPa

Shear strength

0,075 MPa

Shear modulus

10,20 MPa

Flexural strength in span

Positive bending moment

4,84 kNm/m

Positive bending in higher temperature

4,31 kNm/m

Negative bending moment

3,43 kNm/m

Negative bending in higher temperature

3,05 kNm/m

Resistance to bending over the inner support

Positive bending moment

3,38 kNm/m

Positive bending in higher temperature

3,00 kNm/m

Negative bending moment

4,03 kNm/m

Negative bending in higher temperature

3,58 kNm/m

Creasing strength (external surface)

In the span

192 MPa

In the span, higher temperature

171 MPa

Over the central support

160 MPa

Over the central support, higher temperature

142 MPa

Creasing strength (internal surface)

In the span

136 MPa

Over the central support

134 MPa

Other properties

Reaction to fire (all usage)

B-s2,d0

Fire resistance

as an external wall
EI15(o↔i)
E30(o↔i)
--

as an internal wall/department
EI15
E30

Water permeability

Class A 1200 Pa

Air permeability

+(C=0,0720, n=0,6724); -(C=0,0028, n=1,2407)

Water vapour permeability

impermeable

Insulation of sound propagating in the air

25(-3;-5) dB

Sound absorption

0,15

Durability

All colours

Length of panels

Allowed length of panels depending on colour of cladding (minimal length - 2,5 m) for single-span scheme.

group I (very bright colors)

Maximum length

13,5 m

RAL 9001*

RAL 1015

RAL 7035

RAL 9002

RAL 9010

group II (bright colors)

Maximum length

12 m

RAL 9022*

RAL 7040*

RAL 7037*

RAL 6033*

RAL 6021*

RAL 6018*

RAL 5024*

RAL 5018*

RAL 5012*

RAL 2009*

RAL 2008*

RAL 2004*

RAL 2003*

RAL 2000*

RAL 1035*

RAL 1023*

RAL 1019*

RAL 1017*

RAL 1014*

RAL 1004*

RAL 1003*

RAL 1002

RAL 1021

RAL 7000

RAL 9006

group III (dark colors)

Maximum length

9 m

RAL 7022*

RAL 7015*

RAL 6020*

RAL 6011*

RAL 6003*

RAL 6000*

RAL 5022*

RAL 50011*

RAL 5009*

RAL 5005*

RAL 5002*

RAL 3013*

RAL 3003*

RAL 3002*

RAL 3000*

PM RR 033

PM RR 750

PM RR 011

RAL 8016

PUM RR 028

PMG RR 033

PMG RR 028

PMG RR 750

PMG RR 011

PM Dark Walnut

Golden Oak

RAL 3011

RAL 3005

RAL 8023

RAL 6005

RAL 6029

RAL 5010

RAL 9005

RAL 8017

RAL 7016

RAL 7024

RAL 9007

ATTENTION- III group – dark colours Taking in consideration that dark colours from group III has much bigger thermal load and very bright and bright colours from groups I and II, there should be paid special attention during projecting and below conditions are complained:

Recommendations for the selection of plates in the context of thermal loads

During projecting it’s important to include difference in temperature of external and internal cladding of sandwich panels. Gradients of temperatues due to difference in external temperature T₁ and internal temperature T₂ are dependent on few factors:

Purpose of building (range of temperatures inside building T₂)

localization of building – position due to sun

colour of external steel cladding (T₁).

Depending on latitude, height above sea level and distance from sea on europe continent are use 4 different levels of winter temperature (T₁ – external cladding):

0, -10^oC,

0, -20^oC, (for ex. Poland)

0, -30^oC, (for ex. scandinavian countries)

Temperatures of external cladding of roof panel which is covered with snow layer is 0^oC.

For calculation was assumed external temperature in winter of -20 ^oC.

Temperature of external cladding T₁ has maximum value during summer and is depending of colour and grade of reflection of surface. Values T₁, which are minmal for calculation bearing status (SGN) and are proper for calculations of limit status of use (SGU) are:

Very brigth colours R_G = 75-90 T1 = +55^oC
Brigth colours R_G = 40-74 T1 = +65^oC
Dark colours R_G = 8-39 T1 = +80^oC

where R_G – grade of reflextion in ratio of magnesium oxide = 100%

Transport recommendations

Recommended ways of transport for sandwich panels:

semi-trailer truck (tractor + trailer of length not longer than length of loaded panels) with open platform or trailer which enables loading from both sides on full length
transportation belts should be assembled on panels max. each 3m, but not less than 2 belts for one package – tension strength of panels should be putted correctly to not damage panelsp

Storage recommendations

Sandwich panels should be storage maximum 2 packages one on another.

In below chart you can see what is maximal quantity of panels in one package.

thickness of panels	PWS-PIR-ST
40 mm	28 pcs.
50 mm	22 pcs.
60 mm	18 pcs.
80 mm	14 pcs.
100 mm	11 pcs.
120 mm	9 pcs.

All packages should be storage on flat surface with possibility to discharging water.
It is allowed to storage maximum 2 packages of panels with length up to 6m one on another, in case of packages with length higher than 6m these packages should be storage separately.
During storage of panels on building site, packages should be protected against mechanical damages, UV rays, aggressive conditions(acids, fertilisers, salts and other corrosion factors), precipitations, strong wind etc.
It’s recommended to storage packages under roof in ventilated facilities.
Protective foil are used as additional protection of surface of panels from mechanical, stress, damages which may occur during transport or loading/unloading. However foils never dismiss from duty of correct protection of panels during storage.
It’s recommended to remove foil before assembly of panels on elevation or roof. Removing of foil should be done during positive temperatues.
Protective foil should be removed during 1 month of production date, even when panels are not assembled yet.
Improper storage may cause difficulties when removing the protective foil and leave glue marks, in this case complaints won’t be accepted by Producer.
In case of panels with hidden fix, there should paid attention that foil is removed from inside longer lock before assembly.

ATTENTION !!!

In case of panels with visible fix(PIR-ST), upper side of package is elevation side, which is very important.

Maintenance

In order to extend durability of roofs and elevations it’s recommended to check and conservative it.

Inspection – One time a year (it’s best in spring) there should be inspection of roof/elevation in order to early detection of possible damage.
Cleaning of steel sheet – Roof and elevation made of steel sheets require cleaning at least once a year. Stratifying dirt on steel sheet may cause uneven discoloration of lacquer (because of uneven impact of UV beams), and lower protection to corrosion(dust traps humidity on steel sheets which causes damage). Dirty and stained spots can be cleaned by soft brush and water (temp. max. 60c). If it is necessary it is permitted to use some light detergent (ph 6/7, max 10% solution). There also can be used pressed water(max. 100bar) to cleaning, however the beam of water cannot be applicated too near of surface of sheets(min. 30 cm), also it shouldn’t be perpendicularly to surface. Near the connections water beam should be directed to bottom, to avoid water of entering cracks near connections. With old surfaces of steel sheets we should deal with high cautiously. Cleaning should be conducted from top to bottom, and cleaned spots should be rinsed out immediately.
It is not permitted to use scouring powders, nitro solvent, chlorine liquor, aromatised substances, substances with Amon chloride or sodium.
Damages – Possible damages during guarantee should be consulted with Contractor of roof/elevation and can be repaired only with his written permission.Repair of damages on small surfaces is done with quick-drying varnish. However painting big surfaces should be done with special industrial paints to renovating coverings. Painting should be limited only to special damaged spots (scratches to steel, centres of corrosion etc.)Preparation of surface to painting should be done with generally accepted rules. It is necessary to precisely remove all signs of corrosion – best with special brush or close-grained sandpaper. Then that surface should be undusted, degreased and cleaned. To degrease extraction naptha or water with addition of surfactant(best with 1-2%solution of ammoniac) can be used. Repaired spots may be different in colour compared to original steel sheets because of natural impact of atmospheric phenomenon (ageing of varnish due to impact of UV radiation)
ATTENTION!– During inspecting, cleaning, conservation and repair all work safety regulations should be obeyed.Pruszyński Sp. z o.o. is not in charge of possible accidents during carrying out all following actions.