Sandwich panels

Transcription

Sandwich panels

Sandwich panels
Technical catalogue
Contents
General information ..................................................................................................................4
Description of application ........................................................................................................4
Types of IZOPANEL sandwich panels .....................................................................................5
IPR and PUR sandwich panels ................................................................................................6
Benefits.......................................................................................................................................6
IzoWall IPR/PUR........................................................................................................................7
IzoGold IPR/PUR........................................................................................................................8
IzoCold IPR/PUR........................................................................................................................9
IzoRoof IPR/PUR......................................................................................................................10
EPS sandwich panels ..............................................................................................................11
Benefits ....................................................................................................................................11
IzoWall EPS...............................................................................................................................12
IzoRoof EPS...............................................................................................................................13
IzoDach EPS..............................................................................................................................14
MWF sandwich panels ...........................................................................................................15
Benefits.....................................................................................................................................15
IzoWall MWF.............................................................................................................................16
IzoRoof MWF............................................................................................................................17
Lining types and colours ........................................................................................................18
Proper selection of panels for various conditions ...............................................................18
UV effect ...................................................................................................................................18
Aggressive factors in special facilities (agriculture, food industry, etc.).....................................19
Tips for colour selection .........................................................................................................19
Stainless steel .........................................................................................................................22
Available colours .....................................................................................................................22
Profile types .......................................................................................................................23
Coat charts ...............................................................................................................................25
STANDARD Coat ......................................................................................................................26
HDS Coat...................................................................................................................................27
HDX Coat...................................................................................................................................28
Farm Coat.................................................................................................................................29
Food Coat..................................................................................................................................30
Food Safe..................................................................................................................................31
HPS 200.....................................................................................................................................32
Colorcoat Prisma......................................................................................................................33
Properties of sandwich panels ..............................................................................................34
Insulating power .....................................................................................................................35
Burning behaviour ..................................................................................................................36
Euroclass - reaction to fire .....................................................................................................37
Fire resistance .........................................................................................................................38
Load capacity ...........................................................................................................................38
Leakproofness .........................................................................................................................39
Acoustic properties .................................................................................................................40
Dimensions and tolerances ..................................................................................................42
Environment protection .........................................................................................................42
Technical drawings .................................................................................................................43
1.1.IzoWall PUR/IPR - sandwich panel for walls with visible fastening,
polyurethane / polyisocyanurate foam core .............................................................44
1.2.IzoWall MWF - sandwich panel for walls with visible fastening,
mineral wool core..........................................................................................................45
1.3.IzoWall EPS - sandwich panel for walls with visible fastening, EPS core...............46
2.IzoGold PUR/IPR - sandwich panel for walls with hidden fastening, polyurethane
/ polyisocyanurate foam core .....................................................................................47
3.IzoCold PUR/IPR - sandwich panel for walls with hidden fastening, polyurethane
/ polyisocyanurate foam core .....................................................................................48
4.1.IzoRoof PUR/IPR - sandwich panel for roofs, polyurethane / polyisocyanurate
foam core .......................................................................................................................49
4.2.IzoRoof MWF - sandwich panel for roofs, mineral wool core .................................50
4.3.IzoRoof EPS- sandwich panel for roofs, EPS core ....................................................51
4.4.IzoDach EPS - sandwich panel for roofs, EPS core ...................................................52
5.1.IzoWall PUR/IPR - vertical configuration, fastening to the structure ....................53
5.2.IzoWall MWF - vertical configuration, fastening to the structure ..........................54
5.3.IzoWall EPS - vertical configuration, fastening to the structure ............................55
6.IzoGold PUR/IPR - vertical configuration, fastening to the structure ....................56
7.1.IzoWall PUR/IPR - vertical configuration, ground beam joint ................................57
7.2.IzoWall MWF - vertical configuration, ground beam joint .......................................58
7.3.IzoWall EPS - vertical configuration, ground beam joint .........................................59
8.IzoGold PUR/IPR - vertical configuration, ground beam joint .................................60
9.1.IzoWall PUR/IPR - corner element .............................................................................61
9.2.IzoWall MWF- corner element ....................................................................................62
9.3.IzoWall EPS - corner element .....................................................................................63
10.IzoGold PUR/IPR - corner element .............................................................................64
11.1.IzoWall PUR/IPR - panel - horizontal configuration, fastening to the structure .65
11.2.IzoWall MWF - horizontal configuration, fastening to the structure .....................66
11.3.IzoWall EPS - horizontal configuration, fastening to the structure .......................67
12.IzoGold PUR/IPR - horizontal configuration, fastening to the structure................68
13.1.IzoWall PUR/IPR - horizontal configuration, ground beam element .....................69
13.2.IzoWall MWF - horizontal configuration, ground beam element ...........................70
13.3.IzoWall EPS - horizontal configuration, ground beam element ..............................71
14. IzoGold PUR/IPR - horizontal configuration, ground beam element .....................72
15.1.IzoWall - partition wall..................................................................................................73
15.2.IzoWall MWF - partition wall.......................................................................................74
15.3.IzoWall EPS - partition wall .........................................................................................75
16.1.IzoRoof PUR/IPR - fastening to the structure with lateral panel joint .............................76
16.2.IzoRoof MWF - fastening to the structure with lateral panel joint ...............................77
16.3.IzoRoof EPS - fastening to the structure with lateral panel joint ................................78
17.1.IzoRoof PUR/IPR - roof ridge ......................................................................................79
17.2.IzoRoof MWF - roof ridge ............................................................................................80
17.3.IzoRoof EPS - roof ridge ...............................................................................................81
18.1.IzoRoof PUR/IPR - with optional snow guards fastening................................................82
18.2.IzoRoof MWF - with optional snow guards fastening..............................................83
18.3.IzoRoof EPS - with optional snow guards fastening................................................84
19.1.IzoRoof PUR/IPR - top wall panel joining element...................................................85
19.2.IzoRoof MWF - top wall panel joining element .........................................................86
19.3.IzoRoof EPS - top wall panel joining element ...........................................................87
20.1.IzoRoof PUR/IPR - joint of top wall panel protruding over the roof ..............................88
20.2.IzoRoof MWF - joint of top wall panel protruding over the roof...................................89
20.3.IzoRoof EPS - joint of top wall panel protruding over the roof.....................................90
21.1.IzoRoof PUR/IPR - joint of brick wall protruding over the roof ..............................91
21.2.IzoRoof MWF - joint of brick wall protruding over the roof .....................................92
21.3.IzoRoof EPS - joint of brick wall protruding over the roof .......................................93
22.1IzoRoof PUR/IPR - joint of higher edge of a monopitched roof...............................94
22.2.IzoRoof MWF- joint of higher edge of a monopitched roof......................................95
22.3.IzoRoof EPS - joint of higher edge of a monopitched roof.......................................96
23.1.IzoRoof PUR/IPR - ridge skylight ...............................................................................97
23.2.IzoRoof MWF - ridge skylight ......................................................................................98
23.3.IzoRoof EPS - ridge skylight ........................................................................................99
24.1.IzoRoof PUR/IPR - strip skylight ..............................................................................100
24.2.IzoRoof MWF - strip skylight ....................................................................................101
24.3.IzoRoof EPS - roof penetration .................................................................................102
25.1.IzoRoof PUR/IPR - roof penetration ........................................................................103
25.2.IzoRoof MWF - roof penetration ...............................................................................104
25.3.IzoRoof EPS - roof penetration ................................................................................105
26.1.IzoRoof PUR/IPR - roof maintenance systems ......................................................106
26.2.IzoRoof MWF - roof maintenance systems ............................................................107
26.3.IzoRoof EPS - roof maintenance systems ...............................................................108
27.ob-01 flashing ”closing strip” ...................................................................................109
28.ob-02 flashing ”EPS closing section” .......................................................................109
29. ob-03 flashing ”roof ridge” ........................................................................................110
30. ob-04 flashing ”lower roof ridge” .............................................................................110
31. ob-05 flashing ”IzoDach EPS panel wind beam, Type I - overhanging” ...............111
32.ob-06 flashing ”IzoDach EPS panel wind beam, Type II - non-overhanging”.......111
33. ob-07 flashing ”facade drip cap” ..............................................................................112
34. ob-08 flashing ”gutter flashing” ...............................................................................112
35. ob-09 flashing ”large inner corner” ..........................................................................113
36. ob-10 flashing ”large outer corner” ..........................................................................113
37. ob-11 flashing ”small inner corner” .........................................................................114
38. ob-12 flashing ”small outer corner” .........................................................................114
39. ob-13 flashing ”gutter downside flashing” .............................................................115
40. ob-14 flashing ”anti-snow guard rail” .....................................................................115
41 ob-15 flashing ”broken inner corner” .......................................................................116
42. ob-16 flashing ”drip cap strip” ..................................................................................116
43. ob-17 flashing ”wall flashing” ...................................................................................117
44. ob-18 flashing ”gutter flashing for ob-19”...............................................................117
45. ob-19 flashing ”gutter downside flashing” .............................................................118
46. ob-20 flashing ”C1 starter .........................................................................................118
47. ob-22 flashing ”wall flashing for cut panel” ............................................................119
48. ob-31 flashing ”IzoRoof panel wind beam, Type I - overhanging” ........................119
49. ob-32 flashing ”IzoRoof panel wind beam, Type II - non-overhanging” ..............120
50. ob-33 flashing ”eaves masking strip with anti-snow guard rail” .........................120
51. ob-34 flashing ”eaves masking strip” ......................................................................121
52. ob-35 flashing ”panel joint masking strip ...............................................................121
53. ob-36 flashing ”roof ridge masking strip” ...............................................................122
54. ob-37 flashing ”closing section” ...............................................................................122
55. ob-41 flashing ”C2 starter” .......................................................................................123
56. ob-42 flashing ”outer masking corner” ...................................................................123
57. ob-43 flashing ”inner masking corner” ...................................................................124
58. ob-44 flashing ”inner skylight flashing” .................................................................124
59. I-01 fastener ”EPS roof panel connector” ...............................................................125
60. I-02 fastener ”IzoGold IPR / PUR panel connector” ...............................................125
61. I-03 fastener ”Calotte” ...............................................................................................126
62. I-04 fastener ”Z strip” ................................................................................................126
Storage, transport, installation and service rules .............................................................127
Certificates and admittances .............................................................................................131
General information
Sandwich panels may be used for building walls and roofs of buildings and also for building enclosures of industrial equipment, air
conditioning devices, etc. Such panels are manufactured in a continuous process of joining the insulating core with external lining, most
often metal plates. The final product is a sandwich panel consisted of several layers. Metal lining protects against weather conditions,
such as rain or snow and also performs decorative function. These panels are also resistant to corrosive factors. They keep their
parameters when exposed to moisture, steam, snow, chemicals or other difficult conditions.
The core, made of PUR polyurethane foam, IPR polyisocyanurate foam, EPS expanded polystyrene boards or MWF mineral wool,
guarantees thermal and acoustic insulation. When joined with the lining, it becomes a barrier protecting against fire, snow load, wind,
temperature and other factors.
User gets numerous benefits, using sandwich panels in building walls:
Perfect insulating properties. Thermal conductivity λ of panels with polyisocyanurate foam core is 0,020 W/m*K.
Perfect protection against weather conditions, maintaining properties and appearance for many years. When coating
is properly selected for local conditions, several years’ durability of panels may be reached without any problem.
Leakproofness - water, snow and damp will not get inside. Perfectly finished joints ensure complete leakproofness for
many years, if installation standards are followed.
Noise insulation. Properly selected core material can give very good noise insulation parameters. They are particularly
important if insulation of outside noise, reduction of industrial noise propagation to the outside of the building or noise
reduction within the building is required.
Fire protection properties according to the needs. Proper type of core can ensure reaching fire resistance class up to
EL120 (mineral wool). This enables protection of escape routes, separation of fire compartments from each other.
Easy and quick installation, low construction costs, operating costs lower than in other buildings. 50 mm thick IPR foam
panel has the same heat-transfer coefficient U as a 75 cm thick aerated concrete wall, 60 cm thick structural clay tile
wall or a 190 cm thick brick wall.
Good strength parameters. Roof panels can withstand the load of snow and wind depending on their thickness
and climatic zone with supports span over 3 m. Wall panels in most cases may be used with supports span of up to 6 m.
This results in real savings in terms of the supporting structure and also in the costs of the entire building.
We have managed to combine all these benefits to the user with benefits to the natural environment. Entire power
input in the production of the material used for thermal insulation of the building pays for itself after two or three years
from installation, on average. Materials used in production are recyclable. Steel may be reused successfully, waste core
materials can also be recycled, while production of the panels itself is not harmful to the environment.
DESCRIPTION OF APPLICATION
The scope of application of sandwich panels is very wide: in storage halls, production halls, small and large commercial facilities, public
utility buildings such as gymnasiums and swimming pools, farm buildings such as cowhouses, poultry houses, mushroom-growing
cellars. They are suitable for food storages, cold stores and freezers. Sandwich panels may also be used in food processing plants. In
all locations where hygienic conditions are required, with no effect on food in contact with panels and resistance to chemicals used in
food processing and cleaning.
IZOPANEL sandwich panels may be used as walls of buildings, both external and internal, roofs and suspended ceilings in halls with
additional protection.
With proper coating, they can be very durable in areas with salty conditions (such as seaside regions) or high levels of industrial pollution. For more information on the principles of selection of lining material: see ”panel lining, types and profiles” section.
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S AN D W I C H PANEL S t e c h n i c a l c a t a l o g u e
TYPES OF AVAILABLE IZOPANEL SANDWICH PANELS
Core type
IPR
PUR
EPS
MWF
core made of stiff
polyisocyanurate foam
core made of stiff
polyisocyanurate foam
core made of expanded
polystyrene
core made of mineral
wool
modular
width
[mm]
thickness
[mm]
thickness
[mm]
modular
width
[mm]
thickness
[mm]
modular
width
[mm]
thickness
[mm]
modular
width
[mm]
1150
1080**
1200**
40
50
60
75
80
100
120
140
150
160
175
200
230
250
1150
1080**
1200**
Wall panel with
visible fastening.
To be installed on
walls vertically or
horizontally.
40
60
80
100
120
1150
1080**
40
60
80
100
120
1150
1080**
40
50
60
75
80
100
120
125
140
150
160
175
180
200
250
Wall panel with
hidden fastening.
To be installed on
walls vertically or
horizontally.
60
80
100
120
1080
60
80
100
120
1080
–
–
–
–
Insulating panel for
freezers and cold
stores, for walls and
suspended ceilings.
120
140
160
180
200
220
1150
1080**
120
140
160
180
200
220
1150
1080**
–
–
–
–
1080
60
75
80
100
120
125
140
150
160
175
200
250
1080
60
75
80
100
120
125
140
150
160
175
200
230
250
1080
–
60
75
100
120
140
150
160
175
200
250
1200
1150**
–
–
High profile roof
panel.
Low profile roof
panel.
60
80
100
120
140
160
1080
–
–
60
80
100
120
140
160
–
core density [kg/m3]
40
40
15
100
thermal conductivity λ [W/m*K]
0,020
0,022
0,040
0,040
typical fire resistance class
EI 30
EI 15
E 60, EW 60
EI 60, EI 120*
specific acoustic resistance coefficient, Rw
27
27
24
31
* expected values, testing in progress
** non-standard modular width to be agreed with the manufacturer
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LABELLING
Standard labelling of IZOPANEL sandwich panels has the following format:
IzoWall IPR 120.1080 zcSP9010F/wcSP9010F
Panel type
Core
type
Thickness. Width
External lining
type
Internal lining type
IPR (PIR) AND PUR SANDWICH PANELS
BENEFITS
IZOPANEL IPR and PUR sandwich panels have polyurethane-based foam cores. PUR/IPR foam is a material with excellent insulating
and thermal properties, which is reflected by thermal conductivity rating.
λ = 0,020 W/m*K (IPR)
λ = 0,022 W/m*K (PUR)
This foam is a good noise insulation material. Specific acoustic resistance coefficient:
Rw= 25-27 dB
acoustic absorption coefficient:
αw = 0,15
Our IPR/PUR sandwich panels are non-flammable due to the properties of PUR and IPR foam.
B
Flash resistant
Panels with foam core give very good results in burning behaviour tests, depending on foam type and thickness their fire resistance
class is
EI 15 (PUR)
EI 30 (IPR)
Proper joint profile guarantees perfect leakproofness, preventing air infiltration and ensuring steam and blowing rain resistance.
IPR and PUR panels manufacturing programme includes three types of wall panels and one type of roof panels.
Our offer includes three types of wall panels:
• IzoWall
Standard wall panel. Thickness range: 40 to 120 mm. Suitable for walls, to be installed vertically or horizontally.
Fastening to the structure with screws through the panels.
• IzoGold
Wall panel with hidden fasteners. Thickness range: 60 to 120 mm. Suitable for walls, to be installed vertically or horizontally. Fastening
to the structure with screws inside panel joint. These panels form a smooth facade with no visible joints.
• IzoCold
Cold store panel, with reverse heat flow direction. In contrast to standard panels, their joints do not have soft seals and aluminium
seals which could form a thermal bridge. In order to eliminate heat flow, the core has a tongue-and-groove joint. Thickness range: 120
to 220 mm. Suitable for walls of cold stores and freezers, as well as ceilings and suspended ceilings. Panels installed outside building
structure.
Roof panel:
• IzoRoof
Suitable for pitched roof with small and medium pitch angle. These panels have trapezoidal outer surface. Thickness range: 60 to 160
mm. On request IzoRoof panels may be produced with a lap joint which enables longitudinal assembly. The lap joint may be left-sided
or right-sided. Technical drawing on page 129 presents the principle of determining the side of the lap joint.
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IzoWall IPR / PUR
Sandwich panel with polyisocyanurate or polyurethane core - visible fastening.
Profiled lining with a unique surface design.
Large bend radii guarantee durability of lining protective layers.
Double panel lock guarantees best fire resistance properties.
Profiled edges facilitate assembly and guarantee proper thermal insulating power.
Core made of stiff, freon-free, self-extinguishing PUR/IPR foam with very good
thermal insulation properties.
Seamless polyurethane seal keeps proper thermal insulating power and tightness
of connection - applied in manufacture.
Protecting strip prevents diffusion, water and gas infiltration and steam penetration
into the insulating core.
Suitable for building external and internal walls of industrial buildings: production halls, storage buildings, commercial halls, shopping
centres, farm buildings. Vertical or horizontal installation.
IPR core - stiff polyisocyanurate foam, thermal conductivity rating λ = 0,020 W/m*K, improved burning behaviour and higher density
ρ = 40 ± 3 kg/m3.
PUR core - stiff polyurethane foam, thermal conductivity rating λ = 0,022 W/m*K and density ρ = 40 ± 3 kg/m3.
Steel sheet lining, anticorrosive protection depending on the intended use.
Mechanical properties
thickness
40
60
80
modular width [mm]
100
120
1150, 1080**
total width [mm]
modular width +18 mm
length [mm]
2000 - 15000*
mass 0,4/0,5 [kg/m ]
9,0
9,8
10,6
11,4
12,2
mass 0,5/0,5 [kg/m ]
9,8
10,6
11,4
12,2
13,0
U IPR [W/m2K]
0,48
0,33
0,25
0,20
0,17
U PUR [W/m2K]
0,54
0,36
0,27
0,22
0,18
2
2
Insulating power
Burning behaviour
IPR fire resistance
-
EI 30
EI 30
PUR fire resistance
-
EI 15
EI 15
IPR reaction to fire
–
B-s2, d0
PUR reaction to fire
B-s2, d0
fire propagation
fire retardant
Acoustic properties
acoustic resistance coefficient:
Rw [dB]
25
RA1 [dB]
23
RA2 [dB]
20
0,15
acoustic absorption coefficient αw
Leakproofness
air permeability
blowing rain resistance
Perfect leakproofness at pressure difference -50/+50 Pa
A class - perfect leakproofness at 1200 Pa
* non-standard lengths to be agreed with the production department
Panels are manufactured in accordance with PN-EN 14509:2010 and have the
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IzoGold IPR / PUR
Wall panel with polyisocyanurate or polyurethane
core - hidden screw fasteners.
Hidden fastener gives the facade a uniform appearance.
Seamless polyurethane seal keeps proper thermal insulating power and tightness of
connection - applied during production.
Protecting strip prevents diffusion, water and gas infiltration and steam penetration into
the insulating core.
Core made of stiff, freon-free, self-extinguishing PUR/IPR foam with very good thermal
insulation properties.
IPR core - stiff polyisocyanurate foam, thermal conductivity rating λ = 0,020 W/m*K, improved burning behaviour and higher density
ρ = 40 ± 3 kg/m3.
PUR core -stiff polyurethane foam, thermal conductivity rating λ = 0,022 W/m*K and density ρ = 40 ± 3 kg/m3.
thickness
60
80
100
modular width [mm]
120
1080
total width [mm]
length [mm]
2000 - 15000*
mass 0,4/0,5 [kg/m ]
10,0
10,8
11,6
12,4
mass 0,5/0,5 [kg/m ]
10,9
11,7
12,5
13,3
U IPR [W/m2K]
0,36
0,26
0,21
0,17
U PUR [W/m K]
0,37
0,27
0,22
0,18
EI 15
EI 15
2
2
Insulating power
2
Burning behaviour
IPR fire resistance
-
PUR fire resistance
-
B-s2, d0
B-s2, d0
fire propagation
fire retardant
Acoustic properties
Rw [dB]
26
RA1 [dB]
23
RA2 [dB]
21
0,15
Leakproofness
air permeability
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IzoCold IPR / PUR
Cold store panel with polyisocyanurate or
polyurethane core.
Profiled lining with a unique surface design
Sealant applied at the construction site (optional).
Labyrinth core joint eliminates thermal bridge.
Core made of stiff, freon-free, self-extinguishing PUR/IPR foam with very good
thermal insulation properties.
Suitable for external and internal walls as well as ceilings and suspended ceilings of cold stores and freezers.
These panels should be installed outside building structure.
IPR core - stiff polyisocyanurate, thermal conductivity rating λ = 0,020 W/m*K, improved burning behaviour and higher density
ρ = 40 ± 3 kg/m3.
PUR core - polyurethane foam, thermal conductivity rating λ = 0,022 W/m*K and density ρ = 40 ± 3 kg/m3.
thickness
120
140
160
180
modular width [mm]
1150, 1080**
modular width [mm]
length [mm]
200
220
2000 - 15000*
mass 0,4/0,5 [kg/m ]
12,2
13,0
13,8
14,6
15,4
16,2
mass 0,5/0,5 [kg/m ]
13,0
13,8
14,6
15,4
16,2
17,0
U IPR [W/m2K]
0,16
0,13
0,12
0,10
0,09
0,09
U PUR [W/m K]
0,16
0,14
0,12
0,11
0,10
0,09
IPR fire resistance
EI 15
EI 15
EI 15
EI 15
EI 15
EI 15
PUR fire resistance
EI 15
EI 15
EI 15
EI 15
EI 15
EI 15
2
2
Insulating power
2
Burning behaviour
B-s1, d0
B-s2, d0
B-s1, d0
fire propagation
fire retardant
Acoustic properties
Rw [dB]
27
RA1 [dB]
24
RA2 [dB]
22
0,15
Leakproofness
air permeability
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IzoRoof IPR / PUR
Roof panel with polyisocyanurate or polyurethane
core.
1. Profiled lining with a unique surface design.
2. Large lining bend radius guarantees durability of the protective layer.
3. Seamless polyurethane seal applied during production guarantees joint tightness.
4. Capillary action preventing chamber.
5. Core made of stiff, freon-free, self-extinguishing PUR/IPR foam with very good thermal
insulation properties.
6. Profiled edges guarantee tightness of joint.
7. Protecting strip prevents diffusion, water and gas infiltration and steam penetration into
the insulating core.
Suitable for roofs of industrial buildings: production halls, storage buildings, commercial halls, shopping centres, farm buildings.
IPR core - stiff polyisocyanurate, thermal conductivity rating λ = 0,020 W/m*K, , improved burning behaviour and higher density
ρ = 40 ± 3 kg/m3.
PUR core - stiff polyurethane foam, thermal conductivity rating λ = 0,022 W/m*K and density ρ = 40 ± 3 kg/m3.
thickness
60
80
100
modular width [mm]
120
140
160
1080
total width [mm]
length [mm]
2000 - 15000*
mass 0,4/0,5 [kg/m ]
10,2
11,0
11,8
12,6
13,4
14,2
mass 0,5/0,5 [kg/m2]
11,1
11,9
12,7
13,5
14,3
15,1
U IPR [W/m2K]
0,33
0,25
0,20
0,17
0,15
0,13
U PUR [W/m K]
0,35
0,26
0,21
0,18
0,16
0,14
REI 30
REI 30
REI 30
REI 30
REI 15
REI 15
REI 15
REI 15
2
Insulating power
2
Burning behaviour
IPR fire resistance
–
PUR fire resistance
–
REI 15
B-s2, d0
IPR reaction to external fire
BRoof (t1)
PUR reaction to external fire
BRoof (t1)
fire propagation
–
fire retardant
Acoustic properties
Rw [dB]
26
RA1 [dB]
24
RA2 [dB]
21
0,15
Leakproofness
air permeability
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PANELS WITH EPS CORE
BENEFITS
The core of IZOPANEL EPS sandwich panels is made of expanded polystyrene boards. Expanded polystyrene has very good insulating
and thermal properties, which is reflected by thermal conductivity rating
λ = 0,040 W/m*K
Noise insulation properties of sandwich panels with EPS core are also good. Weighted average specific acoustic resistance coefficient:
Rw= 23-24 dB
Burning behaviour of EPS sandwich panels allows to classify them as
fire retardant
Panels with EPS core reach fire resistance class
E 60 / EW 60
Our offer includes one type of wall panels:
• IzoWall
Standard wall panel. Thickness range: 40 to 250 mm. Suitable for walls, to be installed vertically or horizontally.
Fastening to the structure with screws through the panels.
Our offer includes two types of roof panels:
• IzoRoof
Suitable for pitched roof with small and medium pitch angle. These panels have trapezoidal outer surface. Thickness range: 60 to
250 mm. On request IzoRoof panels may be produced with a lap joint which enables longitudinal assembly. The lap joint may be leftsided or right-sided. Technical drawing on page 129 presents the principle of determining the side of the lap joint.
• IzoDach
Economic roof panel suitable for pitched roof with small and medium pitch angle. Its external surface is flat. Thickness range: 60 to
250 mm.
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IzoWall EPS
Wall panel with expanded polystyrene core.
Visible screw fastening.
Double panel lock guarantees leakproofness.
Profiled edges facilitate assembly.
Expanded polystyrene core.
EPS core - expanded polystyrene, λ = 0,040 W/m*K, improved burning behaviour and higher density ρ ≥15 kg/m3.
thickness
40
50
60
75
80
100
120
125
140
150
modular width [mm]
1150, 1080***, 1200***
total width [mm]
length [mm]
160
175
180
200
250
2000 - 15000*
mass 0,4/0,5 [kg/m ]
8,3
8,4
8,6
8,8
8,9
9,2
9,5
9,6
9,8
9,9
10,1
10,3
10,4
10,7
11,4
mass 0,5/0,5 [kg/m2]
9,1
9,3
9,4
9,7
9,7
10,0
10,3
10,4
10,6
10,8
10,9
11,2
11,3
11,5
12,3
0,86
0,71
0,60
0,49
0,46
0,38
0,31
0,30
0,27
0,26
0,24
0,22
0,21
0,19
0,16
2
Insulating power
U [W/m2K]
Burning behaviour
fire resistance
-
E 60 / EW 60
reaction to fire
-
fire propagation
-
fire retardant
Acoustic properties
Rw [dB]
23 (24)**
RA1 [dB]
21 (22)**
RA2 [dB]
18 (19)**
-
Leakproofness
air permeability
≤ 1,5 m3/h*m2 at pressure difference of 50 Pa
** for lining sheet gauge 0.4/0.5 mm (for sheet gauge 0.5/0.5 mm)
*** non-standard modular width to be agreed with the manufacturer
Manufacturing process according to technical approval AT-15-5340-2008
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IzoRoof EPS
Roof sandwich panel with expanded polystyrene
core.
High surface profile.
Large lining bend radius guarantees durability of the protective layer.
Profiled edges guarantee tightness of joint.
Capillary action preventing chamber.
EPS core - expanded polystyrene, λ =0,040 W/m*K, improved burning behaviour and higher density ρ ≥15 kg/m3.
thickness
60
75
80
100
120
125
modular width [mm]
140
150
160
175
200
250
1080
total width [mm]
length [mm]
2000 - 15000*
mass 0,4/0,5 [kg/m2]
8,8
9,0
9,1
9,4
9,7
9,7
10,0
10,2
10,3
10,5
10,9
11,7
mass 0,5/0,5 [kg/m2]
9,7
9,9
10,0
10,3
10,6
10,7
10,9
11,0
11,2
11,4
11,8
12,5
0,61
0,50
0,47
0,38
0,32
0,31
0,28
0,26
0,24
0,22
0,19
0,16
Insulating power
U [W/m2K]
Burning behaviour
fire resistance
-
RE 20**
reaction to fire
-
roof resistance to external fire
BRoof (t1)**
fire propagation
fire retardant **
Acoustic properties
Rw [dB]
23 (24)**
RA1 [dB]
21 (22)**
RA2 [dB]
18 (19)**
-
Leakproofness
air permeability
≤ 1,5 m3/h*m2 at pressure difference 50 Pa**
A class - perfect leakproofness at 1200 Pa**
** expected result of testing
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IzoDach EPS
Roof sandwich panel with expanded polystyrene
core.
Low surface profile.
Lining profile radius guarantees durability of the protective layer.
Ob-01 roof flashing.
Polyurethane foam.
Drive screw with EPDM washer.
Milled side surfaces guarantee tightness of joint - no thermal bridges
Double panel lock guarantees leakproofness.
EPS core - expanded polystyrene, λ = 0,040 W/m*K, improved burning behaviour and higher density ρ ≥15 kg/m3.
thickness
60
75
80
100
120
modular width [mm]
125
140
150
160
175
200
250
1200, 1150***
total width [mm]
length [mm]
2000 - 15000*
mass 0,4/0,5 [kg/m ]
8,6
8,8
8,9
9,2
9,5
9,6
9,8
9,9
10,1
10,3
10,6
11,3
mass 0,5/0,5 [kg/m2]
9,4
9,7
9,7
10,0
10,3
10,4
10,6
10,8
10,9
11,2
11,5
12,2
0,61
0,50
0,47
0,38
0,32
0,31
0,28
0,26
0,24
0,22
0,19
0,16
2
Insulating power
U [W/m2K]
Burning behaviour
fire resistance
-
RE 20
reaction to fire
-
BRoof (t1)
fire propagation
fire retardant
Acoustic properties
Rw [dB]
23 (24)**
RA1 [dB]
21 (22)**
RA2 [dB]
18 (19)**
-
Leakproofness
air permeability
≤ 1,5 m3/h*m2 at pressure difference 50 Pa
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PANELS WITH MWF CORE
BENEFITS
The core of IZOPANEL MWF sandwich panels is mineral wool (stone wool). MWF has good insulating and thermal properties, which is
reflected by thermal conductivity rating
λ = 0,040 W/m*K
MWF panels have very good noise insulation properties. Weighted average specific acoustic resistance coefficient:
Rw= 31 dB*
acoustic absorption coefficient:
αw = 0,1
Burning behaviour of sandwich panels with mineral wool core allows to classify the product as
A1-A2*
Non-flammable
Results of fire resistance tests with MWF panels are very good. Depending on core thickness their fire resistance class is
EI 60 / EI 120*
MWF panels manufacturing programme includes one type of wall panels and one type of roof panels.
• IzoWall
Standard wall panel. Thickness range: 40 to 250 mm. Suitable for walls, to be installed vertically or horizontally. Fastening to the
structure with screws through the panels.
• IzoRoof
Suitable for pitched roof with small and medium pitch angle. These panels have trapezoidal external surface. Thickness range: 60 to
250 mm. On request IzoRoof panels may be produced with a lap joint which enables longitudinal assembly. The lap joint may be leftsided or right-sided.
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IzoWall MWF
Sandwich panel for walls with mineral wool core.
Visible screw fastening.
Core made of hard incombustible mineral wool (MWF).
Suitable for external and internal walls of industrial buildings: production halls, storage buildings, commercial halls, shopping centres,
farm buildings. Vertical or horizontal installation.
Mineral wool core λ = 0,040 W/m*K and density ρ = 100 ± 20 kg/m3.
thickness
40
50
60
75
80
100
120
140
150
modular width [mm]
1150, 1080***, 1200***
total width [mm]
length [mm]
160
175
200
230
250
2000 - 15000*
mass 0,5/0,5 [kg/m ]
13,2
14,3
15,4
17,0
17,6
19,8
22,0
24,2
25,3
26,4
28,0
30,8
34,1
36,3
mass 0,5/0,6 [kg/m2]
14,0
15,1
16,2
17,9
18,4
20,6
22,8
25,0
26,1
27,2
28,9
31,6
34,9
37,1
mass 0,6/0,6 [kg/m2]
14,9
16,0
17,1
18,8
19,3
21,5
23,7
25,9
27,0
28,1
29,8
32,5
35,8
38,0
0,86
0,71
0,60
0,49
0,46
0,38
0,31
0,27
0,25
0,24
0,22
0,19
0,17
0,15
2
Insulating power
U [W/m2K]**
Burning behaviour
fire resistance
-
EI 45
EI 60
EI 120 **
reaction to fire
A2-s1, d0
fire propagation
fire retardant
Acoustic properties
acoustic resistance coefficient
Rw [dB]
31 **
RA1 [dB]
29 **
RA2 [dB]
27 **
0,10 **
Leakproofness
air permeability
Perfect leakproofness at pressure difference -50/+50 Pa **
lowing rain resistance
A class - perfect leakproofness at 1200 Pa **
** expected values, testing in progress
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mark.
IzoRoof MWF
Roof sandwich panel with mineral wool core.
High surface profile.
Large lining bend radius guarantees durability of the protective layer.
Capillary action preventing chamber.
Core made of hard incombustible mineral wool (MWF).
Profiled edges guarantee tightness of joint.
Mineral wool core λ = 0,040 W/m*K and density ρ = 100 ± 20 kg/m3.
thickness
60
75
80
100
120
125
modular width [mm]
140
150
160
175
200
230
250
1080
total width [mm]
length [mm]
2000 - 15000*
mass 0,5/0,5 [kg/m2]
15,6
17,3
17,8
20,0
22,2
22,8
24,4
25,5
26,6
28,3
31,0
34,3
36,5
mass 0,5/0,6 [kg/m ]
16,5
18,2
18,7
20,9
23,1
23,7
25,3
26,4
27,5
29,2
31,9
35,2
37,4
mass 0,6/0,6 [kg/m ]
17,4
19,1
19,6
21,8
24,0
24,6
26,2
27,3
28,4
30,1
32,8
36,1
38,3
0,61
0,50
0,47
0,38
0,32
0,31
0,28
0,26
0,24
0,22
0,19
0,17
0,16
2
2
Insulating power
U [W/m2K]**
Burning behaviour
fire resistance
-
≥REI 90**
reaction to fire
A2-s1, d0**
BRoof (t1)**
fire propagation
fire retardant **
Acoustic properties
Rw [dB]
31 **
RA1 [dB]
29 **
RA2 [dB]
27 **
0,10 **
Leakproofness
air permeability
** expected values, testing in progress
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17
LINING TYPES AND COLOURS
In standard option lining is made of hot rolled DX51, S250GD, S280GD, S320 GD steel sheet. The steel sheet is coated on both sides
with inorganic, zinc or aluzinc protective coat. Minimum thickness of the inorganic layer for outdoor applications is 225 g/m2 of zinc
or 150 g/m2 of aluzinc coat. The aluzinc coat, due to its smaller density, gives the same thickness of layer, measured in microns, with lower mass. Paint coat is the final protective layer. On a standard basis, it is a polyester coat with thickness of 25 microns. For applications
in non-standard environmental conditions different thicknesses and different types of paint coats are recommended. Choosing a coat
that is proper for local conditions will guarantee a long and trouble-free functioning of the panels. In standard option, lining thickness
is 0.4 mm (inside) and 0.5 mm (outside) in panels with EPS, PUR and IPR core. In MWF panels, lining thickness is 0.5 mm on both sides.
In non-standard options, the thickness of the panel lining may be 0.5 mm (inside) and 0.6 mm (outside).
Panels are covered with a protective film on both sides. This film protects layers during the transport and assembly. Remove protective
film within 1 month from the date of manufacture and no later than after 3 weeks of exposure to sunlight (date of manufacture is
marked on each packet of panels delivered to the customer).
PROPER SELECTION OF PANELS IN VARIOUS CONDITIONS
Lining of sandwich panels is exposed to various aggressive factors causing corrosion, discolouration or blooming. Such factors are
substances present in the external atmosphere, such as water, moisture and chemicals contaminating the environment.
They may also be chemicals generated in relation with the operations carried out at the facility. Moisture in gymnasiums, swimming pools and car wash buildings, substances produced by animals, such as ammonia, side products of chemical processes taking place inside
the building or aggressive cleaning agents used in order to maintain high sanitary standards at food processing plants. Additionally,
UV radiation may have destructive effect on the appearance of the lining, causing loss of gloss and colour.
To choose a proper type of the lining for the environmental conditions and ensure long and trouble free functioning of the panels, users
must take into account all the above mentioned factors.
The effect of external conditions on durability of the lining is determined by EN ISO 12944-2 standard.
The standard divides environment types into classes of aggressiveness, based on the rate of degradation of zinc protective coat.
The table below presents the classes of aggressiveness:
Thickness loss in the 1st year
Corrosivity class
according to EN ISO 12944-2
Examples of environments typical for temperate climate (informational purposes only)
M
Indoors
Outdoors
C1
insignificant
<0,1
Heated buildings with clean atmosphere, e.g. offices,
shops, schools, hotels.
N/A
C2
low
0,1-0,7
Uninsulated buildings with temporary condensation, e.g.,
store rooms, gymnasiums.
Slightly polluted atmosphere, dry climate, e.g., rural
areas .
C3
moderate
0,7-2,1
Rooms with high relative humidity and minor pollution,
e.g., food processing plants, laundries, breweries, dairies.
Urban and industrial atmosphere with moderate SO2 pollution or coastal climate with low salt pollution.
C4
heavy
2,1-4,2
Chemical production halls, swimming pools, shipyards.
Industrial atmosphere and coastal atmosphere with
moderate salt pollution.
C5-I
very heavy
(industrial)
4,2-8,4
Buildings or areas with almost permanent condensation
and heavy pollution.
Industrial atmosphere with high relative humidity and
aggressive atmosphere.
C5-M
very heavy (maritime)
4,2-8,4
Buildings or areas with almost permanent condensation
and heavy pollution.
Coastal and offshore areas with high salt pollution.
UV EFFECT
In natural conditions paint coats are subject to degradation caused, beside chemicals, by destructive effect of ultraviolet radiation.
Paint coats resistance to ultraviolet radiation mainly depends on the type of used membrane forming substances as well as special
additives - photo stabilisers.
Solar radiation reaching the earth includes:
• infrared radiation with wavelength range from 700 to 4000 nm,
• visible light with wavelength range from 400 to 700 nm,
• UV-A radiation with wavelength range from 315 to 400 nm,
• UV-B radiation with wavelength range from 280 to 315 nm,
• UV-C radiation with wavelength range from 100 to 280 nm (absorbed by the atmosphere).
Photodegradation of polymers, including membrane forming substances of paint coats, consists in inducing reactions of radicals leading to shortening of the polymer chain. This process is a direct effect of absorbing radiation quanta by polymer functional groups.
The effect of radiation depends on the length of the lightwave and its intensity.
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Therefore we may assume that the paint coat is more subject to destructive effects when it is more exposed to sunlight with little
reduction of the ultraviolet spectrum. Earth’s atmosphere can absorb UV radiation. Efficiency of such absorption grows if the air layer
is thicker. In elevated locations, such as mountain regions, atmosphere is much thinner, which results in higher UV radiation hardness
when it reaches the Earth’s surface.
Mechanism of polymer particle disintegration caused by a beam of UV radiation
The following conditions must be taken into account when choosing a paint coat in terms of resistance to UV radiation:
- geographical location (elevation, metres above sea level),
- exposure to sunlight (North - South),
- expected period of facility operation,
- importance of aesthetical aspects for a given facility (purpose of the building).
AGGRESSIVE FACTORS IN SPECIAL PURPOSE BUILDINGS
(AGRICULTURE, FOOD INDUSTRY, ETC.)
In special purpose buildings, where various industrial processes take place and harmful chemical substances are produced, contact
with caustic liquids is possible and paint coats are exposed to damaging conditions. That must also be taken into account when choosing indoor protective layers.
Agriculture
One of the most specific environments in which IZOPANEL panels are installed are buildings where animals are kept. Very often lining
of the panels is exposed to excrements which mainly contain ammonia and its derivatives. It is a very aggressive substance, in contact
with which most layers corrode and deteriorate rapidly. FarmCoat protective layer is a perfect solution for such conditions.
Food industry
Major requirement for panels and their lining in food industry applications is, above all, no effect on food products in direct contact.
This feature should be confirmed by proper hygienic certificates issued by a recognised institution or lining supplier. Risk factors are
presence of caustic organic substances of animal origin in form of gas or liquid (blood, acids, fats), effect of more or less aggressive
cleaning agents used in order to maintain high sanitary standards or substances used in food processing, such as acids, vinegar, etc.
For this type of environment we recommend two types of layers available in our offer: FoodCoat or FoodSafe. These layers are described in detail in „Coat charts” section.
Freezers, cold stores, food stores
Sandwich panels most often consist of three layers. Internal lining, core and external lining. Variety of physical properties of these
layers, in terms of thermal expansion, rigidity, insulating power, causes that such panels are subject to damaging effects caused by the
difference of temperatures indoors and outdoors. Steel expands and shrinks more than the core under the influence of temperature,
as it is a material with much higher rating of linear thermal expansion. Additionally, adhesive force joins steel with the lining. It causes
tangent stress which may be transferred to a certain extent by the joint of the steel sheet and the core. However, when limit values are
exceeded, layers may separate, bubbles may form or quite on the contrary, lining may depress or bulges may form.
TIPS FOR COLOUR SELECTION
Sandwich panels most often consist of three layers. Internal lining, core and external lining. Variety of physical properties of these
layers, in terms of thermal expansion, rigidity, insulating power, causes that such panels are subject to damaging effects caused by the
difference of temperatures indoors and outdoors. Steel expands and shrinks more than the core under the influence of temperature,
as it is a material with much higher rating of linear thermal expansion. Additionally, adhesive force joins steel with the lining. It causes
tangent stress which may be transferred to a certain extent by the joint of the steel sheet and the core. However, when limit values are
exceeded, layers may separate, bubbles may form or quite on the contrary, lining may depress or bulges may form.
The difference in expansion properties of steel and core material is even larger when surface temperature is higher, which is related to
the level of light absorption, that is the colour. Bright coloured panels are less susceptible to occurrence of this phenomenon (stresses
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do not reach limit values), while with dark and very dark colours the influence of temperature must be taken into account with particular care and added to other loads. In most extreme cases length of individual panels should be reduced or even dark colours should be
eliminated and replaced with brighter ones.
Another harmful effect results from the fact that sandwich panels always function between two environments with different temperatures.
On a standard basis, temperature indoors is around +20°C while the outside temperature may drop to -30°C. Quite opposite conditions
may occur in case of freezers where temperature may be even -40°C indoors while outdoors it may reach +30°C. As a result, external
and internal lining behave differently - cold lining shrinks while warm lining expands, which causes bending of the entire panel. Such
bending must also be included when calculating the loads.
In order to assess the influence of thermal load on the panels, all available colours have been divided into three brightness groups,
based on the degree of heat absorption.
Strength charts of our products include the influence of thermal loads specified in the ”Load charts”.
According to PN-EN 14509:2010 standard, the temperature of external lining (T1) reaches maximum value in summer. This value depends on the colour and the degree of reflection of the surface. T1 values that are minimum values for load capacity calculations and
sufficient for calculating limit conditions of use are as follows:
Very bright colours RG = 75-90 T1 = +55ºC
Bright colours RG = 40-74 T1 = +65ºC
Dark colours RG= 8-39 T1 = +80ºC
RG is the reflection grade in relation to magnesia (100%)
very bright colours
bright colours
dark colours
1013
1001
2002
1015
1002
3002
1018
1007
3004
1016
1020
3009
7035
1021
3016
9001
1024
5002
9002
2000
5007
9010
2001
5009
–
2003
5010
–
2004
5013
–
3011
6001
–
5012
6002
–
6011
6003
–
6018
6005
–
6021
6008
–
7001
6010
–
7002
6020
–
7024
7013
–
7032
7015
–
7038
7016
–
8003
7040
–
8017
8004
–
9006
8007
–
9007
8011
–
–
8014
–
–
8016
–
–
8025
–
–
9000
Division of colours in terms of degree of heat absorption.
Colours in each group are in ascending order.
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STANDARD
PREMIUM
SPECIAL
Coat type
SP
HDS
HDX
Prisma
HPS200
FarmCoat
FoodCoat
FoodSafe
Thickness
[microns]
25
35
55
50
200
35
55
120
Surface finish
smooth
smooth
granular
granular
Scintilla
finish
smooth
smooth
smooth
Coat adherence (bending)
≤2T
≤1T
≤1T
≤ 0,5 T
≤1T
≤1T
0T
≤1T
Coat elasticity
≤3T
≤2T
≤ 1,5 T
≤2T
≤2T
≤2T
≤1T
≤1T
Impact strength
18J
18J
18J
18J
18J
18J
18J
–
Surface hardness
(pencil hardness scale)
HB-H
HB – H
F-H
HB-H
HB-H
HB - H
2H
–
Scratch resistance
(Clemen)
≥ 2,0 kg
≥ 2,2 kg
≥ 3,0 kg
≥ 2,2 kg
≥ 2,2 kg
≥ 2,2 kg
–
3,5 - 4 kg
Corrosion resistance (salt
spray test), in hours
360
500
700
500
500
360
360
500
Moisture resistance condensation (QCT),
in hours
1000
1500
1500
1500
1500
1500
1000
–
Corrosion resistance class
RC3
RC4
RC5
RC4
RC5
RC3
–
–
UV resistance
(QUV [UVA + H2O]
[2000 hours])
- gloss retention
≥ 30%;
∆E≤5
≥ 80%;
∆E≤2
≥ 80%;
∆E≤2
≥ 80%;
∆E≤2
≥ 80%;
∆E≤2
≥ 60%;
∆E≤3
–
–
UV resistance class
RUV2
RUV4
RUV4
RUV4
RUV4
RUV3
–
–
Resistance to acids and
bases
3
3-4
3-4
3-4
3-4
3-4
4
–
Resistance to aliphatic
solvents and alcohols
4
4
4
4
4
4
4
–
Resistance to ketones
2
2
2
2
2
4
4
–
Resistance to aromatic
solvents
3-4
3-4
3-4
3-4
3-4
4
4
–
Resistance to mineral oils
4
4
4
4
4
4
4
–
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STAINLESS STEEL
We produce PUR/IPR panels also with austenitic stainless steel lining, using two basic grades of steel:
Chemical composition ( % )
Steel grade accor- Steel grade according to EN 10088 ding to AISI / ASTM
C
Si
Mn
P max
S
N
Cr
Mo
Ni
1.4301
304
≤ 0.07
≤ 1.00
≤ 2.00
0.045
≤ 0015
≤ 0.11 17.50 - 19.50
–
8.00 - 10.50
1.4404
316L
≤ 0.03
≤ 1.00
≤ 2.00
0.045
≤ 0015
≤ 0.11 16.50 - 18.50
2.00 - 2.50
10.00 - 13.00
Standard finish of external lining - 2b
AVAILABLE COLOURS ACCORDING TO RAL
9010
Available for:
SP25, HDS, HDX, FARM, FOOD COAT,
FOOD SAFE
1002
Available for:
SP25
9002
Available for:
SP25
8017
Available for:
SP25
7035
Available for:
SP25, HDS
3011
Available for:
SP25
9006
Available for:
SP25, HDS, HDX
5010
Available for:
SP25
9007
Available for:
SP25, HDS
5012
Available for:
SP25
6011
Available for:
SP25
7040
Available for::
SP25
7024
Available for:
SP25
3016
Available for:
SP25
6020
Available for:
SP25
1003
Available for:
SP25
Available for:
SP25
8004
1015
Available for:
SP25
7016
Available for:
SP25
Note:
RAL colour system indicates colours with a certain accuracy and tolerance. It may happen that two types of paint that are classified
as the same colour according to RAL look different when compared. Due to the fact that slight differences in the shade of coats are
unavoidable, even when products come from one supplier, we recommend precise planning of cutting and installation order to obtain
uniform colour of the facade. It is even more likely that shade differences occur when part of the structure is assembled after a certain
period of time. Inevitable loss of colour and gloss caused by UV radiation results in a noticeable change in shading after a few months,
even if steel sheet comes from one supplier. An effective solution for this issue is designing and installing a decorative element which
separates two surfaces. It may be flashing, drain pipe, etc.
Colours presented herein should only be used for informative purposes as they may differ from the actual colours. In order to determine a proper colour, use a RAL colour sampler.
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PROFILE TYPES
Thanks to the variety of profile types of IZOPANEL sandwich panels lining and a wide selection of paint coats in various colours, our
products can give a unique character to any building.
60
60
100
20
15
15
60
15
L
linear
R
grooved
M
corrugated
60
20
100
15
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65
15
G
gold
E
flat
15
Beside the profile types presented above, 1200 mm wide IzoDach and IzoWall panels are available with special profile types
A
30
B
30
30
30
E
100
16
Technical data specified herein are estimated values and may be verified after a comprehensive process of certification.
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Coat charts
Coat catalogue chart
STANDARD Coat
Purpose:
Regions with low atmosphere aggressiveness.
Structures not exposed to excessive UV radiation.
Properties:
Sheet gauge
0,50 mm
Metal coat
Zn225 - zinc, both sides, 225 g/m2
AlZn 150 - aluzinc, both sides, 150 g/m2
Organic coat
Modified thermosetting polyester coat
- ground coat: 5 microns
- prime coat: 20 microns
Mechanical strength:
Coat adherence
≤2T
Coat elasticity
≤3T
Impact strength
18J
Surface hardness (pencil hardness scale)
HB-H
Scratch resistance (Clemen)
≥ 2,0 kg
Corrosion resistance:
Salt spray test
360 hours
Moisture resistance (condensation) (QCT)
1000 hours
RC3
Chemical resistance:
Resistance to acids and bases
Good
Resistance to solvents:
Aliphatic compounds and alcohols
Very good
Ketones
Low
Aromatic compounds
Good to very good
Very good
Resistance to ammonia
Low
Resistance in contact with household products
Very good
UV resistance:
QUV test (UVA + H2O) (2000 hours)
∆E ≤ 5; gloss retention ≥ 30%
UV resistance class
RUV2
Aesthetical features
Surface finish
Smooth
Gloss (Gardner 60°)
30 GU
Colours:
STANDARD 1
9010 9002
STANDARD 2
7036 9006
Other
To be agreed with the manufacturer
Other features:
Designed for long-term application in moderately aggressive
environments with corrosivity category C1-C3, that is in most
locations in Europe.
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HDS Coat
Purpose:
Regions with increased environmental corrosivity.
Regions with increased level of UV radiation (above 900 metres
above sea level)
Properties:
Sheet gauge
0,50 mm
Metal coat
Zn 225 - zinc 225 g/m2 (both sides)
Organic coat
Modified thermosetting polyester-polyurethane coat
Coat adherence
≤1T
Coat elasticity
≤2T
Impact strength
18J
HB-H
≥ 2,2 kg
Salt spray test
500 hours
1500 hours
RC4
Good to very good
Very good
Ketones
Low
Aromatic compounds
Good to very good
Very good
Low
Very good
UV resistance:
UV resistance class
RUV4
Aesthetical features:
Surface finish
Smooth
30 GU
Colours:
STANDARD 1
9010
STANDARD 2
9006, 7035
Other
Other features:
Designed for long-term application in aggressive environments
with corrosivity category C4.
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HDX Coat
Purpose:
Regions with highly corrosive environment.
Regions with very high level of UV radiation.
Structures for which colour stability and appearance are very
significant.
Properties:
Sheet gauge
0,50 mm
Metal coat
Zn 275 g/m2 (both sides)
Organic coat
Modified thermosetting polyurethane coat
Coat adherence
≤1T
Coat elasticity
≤ 1,5 T
Impact strength
18J
F-H
≥ 3,0 kg
Salt spray test
700 hours
1500 hours
RC5
Good to very good
Very good
Ketones
Low
Aromatic compounds
Good to very good
Very good
Low
Very good
UV resistance:
UV resistance class
RUV4
Surface finish
Granular
30 GU
Colours:
STANDARD 1
9010
STANDARD 2
9006
Other
Other features:
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Farm Coat
Purpose:
Food industry.
Aggressive and damp interior conditions, approved for contact
with food.
Properties:
Sheet gauge
0,50 mm
Metal coat
Zinc - 275 g/m2 (both sides)
Organic coat
Modified thermosetting polyesther coat
Coat adherence
≤1T
Coat elasticity
≤2T
Impact strength
18J
HB-H
≥ 2 kg
Salt spray test
360 hours
1500 hours
RC3
Good to very good
Resistance to solvents
Very good
Ketones
Very good
Aromatic compounds
Very good
Very good
Very good
Very good
UV resistance:
UV resistance class
RUV3
Surface finish
Smooth
30 GU
Colours:
STANDARD 1
9010
STANDARD 2
–
Other
Other features:
Very good chemical resistance, with particular consideration of
ammonia.
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Food Coat
Purpose:
Food industry.
Aggressive and damp interior conditions.
Approved for contact with food.
Properties:
Sheet gauge
0,50 mm
Metal coat
Zinc - 225 g/m2 (both sides)
Organic coat
Colaminate:
- external coat
Coat adherence
1T
Coat elasticity
1T
Impact strength
18J
2H
–
Salt spray test
360 hours
1000 hours
–
Resistance to temperature:
Continuous exposure
-20°C to 100°C
Maximum temporary temperature
200°C
Minimum temporary temperature
-40°C
Very good
Very good
Ketones
Very good
Aromatic compounds
Very good
Very good
–
Very good
Surface finish
Smooth
30 GU
Colours:
STANDARD 1
9010
STANDARD 2
–
Other
Other features:
Resistance to staining and soiling in contact with various
chemicals and most aggressive cleaning agents.
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Food Safe
Purpose:
Refrigeration and food industry.
Aggressive and damp interior conditions.
Approved for contact with food.
Properties:
Sheet gauge
0,50 mm
Metal coat
Zinc - 275g/m2
Organic coat
Polyvinyl coat:
120 microns
Coat adherence
1T
Coat elasticity
1T
Impact strength
No defects
–
3,5 - 4 kg
Salt spray test
500 hours
–
Not applicable
Resistance to temperature:
–
Continuous exposure
100 hours at 70OC
–
–
Ketones
–
Aromatic compounds
–
–
–
–
UV resistance:
–
UV resistance class
–
Surface finish
Smooth
–
Colours:
STANDARD 1
9010
STANDARD 2
–
Other
Other features:
Anticorrosive protection, possibility of modification: bending,
profiling, extrusion.
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HPS 200
Purpose:
above sea level)
Properties:
Sheet gauge
0,50 mm
Metal coat
ZnAl 255 g/m2 (both sides)
Organic coat
Polyvinyl coat (thermosetting):
200 microns
Coat adherence
≤1T
Coat elasticity
≤2T
Impact strength
18J
HB-H
≥ 2,2 kg
Salt spray test
500 hours
1500 hours
RC5
Good to very good
Very good
Ketones
Low
Aromatic compounds
Good to very good
Very good
Low
Very good
UV resistance:
UV resistance class
RUV4
Aesthetical features
Surface finish
Scintilla finish
30 GU
Colours:
STANDARD 1
–
STANDARD 2
–
Other
Other features:
Designed for long-term application in very aggressive
environments with corrosivity category C5.
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Colorcoat Prisma
Purpose:
above sea level)
Properties:
Sheet gauge
0,50 mm
Metal coat
ZnAl 255 g/m2 (both sides)
Organic coat
Polyurethane coat (thermosetting):
50 microns
Coat adherence
≤1T
Coat elasticity
≤2T
Impact strength
18J
HB-H
≥ 2,2 kg
Salt spray test
500 hours
1500 hours
RC4
Good to very good
Very good
Ketones
Low
Aromatic compounds
Good to very good
Very good
Poor
Very good
UV resistance:
UV resistance class
RUV4
Surface finish
Granular
30 GU
Colours:
STANDARD 1
–
STANDARD 2
–
Other
Other features:
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Properties of sandwich panels
THERMAL INSULATING POWER
Civilisational development of the world has a great influence on the natural environment. Emission of greenhouse gases is one of the
major hazards for our planet and it is difficult to estimate its size. Increase of CO2 content in the air may lead to global rise of temperature, climatic changes and natural disasters on an unprecedented scale. This process has been observed by scientists and climatologists for a long time. It is being discussed whether these changes are really the result of human activity or rather long-term cycles
that have repeated on the Earth for millions of years. But for certain, we should care about reducing CO2 emissions, just in case. Such
approach has been taken by the European governments which promote supporting activities with proper legislation and incentives.
One of the methods of reducing global CO2 emission is setting higher requirements for buildings within the scope of thermal insulation.
That is why building materials with good thermal insulation parameters are the future of construction engineering.
Polish legislation is currently not too restrictive in these matters. The table below presents the requirements for production and storage buildings in relation to the interior temperature and their purpose, according to the ”Regulation of the Minister of Infrastructure
concerning technical requirements applicable to buildings and their locations, dated 12 April 2002 (Journal of Laws No. 75, item 690)”.
Barrier type and
temperature inside
the building
Heat transfer
coefficient
U (max)
W/m2 • K
IPR
g
mm
PUR
U
W/m2 • K
g
mm
EPS
MWF
U
W/m2 • K
g
mm
U
W/m2 • K
g
mm
U
W/m2 • K
External walls (in contact with the outside air, regardless of the wall type):
a) at ti > 16OC
0,30
80
0,25
80
0,27
140
0,27
140
0,28
b) at 8 C < ti ≤ 16 C
0,65
40
0,48
40
0,54
60
0,63
60
0,63
c) at ti ≤ 8 C
0,90
40
0,48
40
0,54
60
0,63
60
0,63
O
O
O
Roofs, slab roofs and ceilings under unheated attics or over passages:
a) at ti > 16OC
0,25
100
0,21
100
0,21
160
0,25
160
0,25
b) at 8 C < ti ≤ 16 C
0,50
60
0,34
100
0,35
80
0,50
80
0,50
c) at ti ≤ 8 C
0,70
60
0,34
100
0,35
80
0,50
80
0,50
O
O
O
As it can be noticed in the table, relatively thin sandwich panels, in particular with IPR/PUR cores, meet the requirements of the standard. However, it is worth remembering that Poland will follow other countries and the requirements for thermal insulating power of
structural barriers will be tightened. Probably from 1 January 2014 onwards basic heat transfer coefficients will have to meet much
more restrictive standards. Taking into account the fact that after a properly long period lower costs of heating will compensate for any
expenses incurred in relation with the improvement of thermal insulating power, we recommend choosing panels with better insulating properties than those required by the currently valid regulations.
OUR RECOMMENDATIONS
Barrier type and
temperature inside
the building
Heat transfer
coefficient
U (max)
W/m2 • K
IPR
g
mm
PUR
U
W/m2 • K
g
mm
EPS
MWF
U
W/m2 • K
g
mm
U
W/m2 • K
g
mm
U
W/m2 • K
External walls (in contact with the outside air, regardless of the wall type):
a) at ti > 16OC
0,24 0,30
100
0,20
100
0,22
160
0,24
160
0,24
b) at 8OC < ti ≤ 16OC
0,44 0,65
60
0,33
60
0,36
100
0,38
100
0,38
c) at ti ≤ 8OC
0,55 0,90
40
0,48
40
0,54
80
0,47
80
0,47
Roofs, slab roofs and ceilings under unheated attics or over passages:
a) at ti > 16OC
0,18 0,25
100
0,19
120
0,18
220
0,18
220
0,18
b) at 8OC < ti ≤ 16OC
0,36 0,50
60
0,31
60
0,34
120
0,32
120
0,32
c) at ti ≤ 8OC
0,55 0,70
60
0,31
60
0,34
80
0,46
80
0,46
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IPR
λ
W/m*K
40
50
60
75
80
100
120
125
140
150
160
175
180
200
230
250
60
80
100
120
120
140
160
180
200
220
60
75
80
100
120
125
140
150
160
175
200
230
250
IzoWall
IzoGold
IzoCold
IzoRoof
IzoDach
0,020
U
W/m2*K
0,48
–
0,33
–
0,25
0,20
0,17
–
–
–
–
–
–
–
–
–
0,36
0,26
0,21
0,17
0,16
0,13
0,12
0,11
0,09
0,09
0,33
–
0,25
0,20
0,17
–
0,15
–
0,13
–
–
–
–
PUR
λ
U
W/m*K W/m2*K
0,54
–
0,36
–
0,27
0,22
0,18
–
–
–
–
–
–
–
–
–
0,37
0,27
0,22
0,18
0,022
0,16
0,14
0,12
0,11
0,10
0,09
0,35
–
0,26
0,21
0,18
–
0,16
–
0,14
–
–
–
–
EPS
λ
U
W/m*K W/m2*K
0,86
0,71
0,60
0,49
0,46
0,38
0,31
0,30
0,27
0,26
0,24
0,22
0,21
0,19
–
0,16
–
–
–
–
0,040
–
–
–
–
–
–
0,61
0,50
0,47
0,38
0,32
0,31
0,28
0,26
0,24
0,22
0,19
–
0,16
MWF
λ
U
W/m*K W/m2*K
0,86
0,71
0,60
0,49
0,46
0,38
0,31
–
0,27
0,26
0,24
0,22
–
0,19
0,17
0,16
–
–
–
–
0,040
–
–
–
–
–
–
0,61
0,50
0,47
0,38
0,32
0,31
0,28
0,26
0,24
0,22
0,19
0,17
0,16
The calculations have been made on the basis of the tests of the thermal conductivity rating λ according to the standard. Using the
thermal conductivity rating determined experimentally, heat transfer coefficient U has been calculated. It has been assumed in the
calculations that the temperature of operation of all panels except for IzoCold is +10°C. In case of IzoCold panels, operating temperature
of 0°C has been taken. That temperature has influence on thermal conductivity: when temperature is lower, insulating power rating
is also lower. It enables carrying out specific calculations for structures in which temperature is lower, for instance for partition walls
between cold store or freezer chambers.
BURNING BEHAVIOUR
Fire safety issues, burning behaviour and fire consequences are becoming more and more significant aspects of the building design.
Using materials with better fire resistance parameters has become essential due to the currently valid regulations, awareness of hazards among the investors and changing policy of insurance companies. The requirements for wall and roof materials depend on the
purpose of the building, fire load inside the building - that is the amount of combustible materials, distance to other structures and the
category of hazard to human life.
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EUROCLASS - REACTION TO FIRE
Various building materials behave differently during the fire. In order to unify classification of materials within the scope of burning
behaviour, Euroclass rating has been introduced. This classification enables testing reaction to fire of various materials according to
uniform principles. It determines three major parameters: the influence of a given material on fire propagation, volume and speed of
smoke production - as smoke is the cause of the majority of deaths in fires, and also occurrence of burning droplets (material debris).
The chart below presents the Euroclass division and basic requirements:
Euroclass
burning behaviour
contribution to fire
FIGRA
A1
no flame attack
non-flammable, negligible
calorific potential, no
–
A2
no flame attack
non-flammable, low calorific
potential, insignificant
<120 W/s
B
no flame attack
slow-burning, very limited
<120 W/s
C
no flame attack in 100 kW heat
flux, flame attack in 300 kW
heat flux no sooner than after
10 minutes
limited but noticeable
<250 W/s
D
flame attack no sooner than
after 2 minutes in 100 kW heat
flux
significant contribution to fire
<750 W/s
E
flame attack sooner than after
2 minutes in 100 kW heat flux
crucial contribution to fire
>750 W/s
F
no requirements
not specified
no requirements
FIGRA - FireGrowthRate.
For materials that cannot be included in A1 class, two previously mentioned parameters are determined: smoke production and burning droplets.
Smoke causes more deaths than flames. High volume of smoke hinders rescue action, spreads panic and confusion.
Classification
Description
s1
almost no smoke
s2
medium volume and density of smoke
s3
a lot of thick smoke
Burning droplets may cause burns and create new pockets of fire.
Classification
Description
d0
no burning droplets
d1
few burning droplets
d2
high number of flaming droplets and particles
Example of Euroclass labelling:
A1 - Euroclass A1 is the only one which is not followed by any additional classifications.
B-s2, d0 - all other Euroclass ratings have additional classifications. This particular rating indicates a slow-burning material which
produces medium volume of smoke and does not produce burning droplets or particles.
Currently Polish legislation (”Regulation of the Minister of Infrastructure concerning technical requirements applicable to buildings
and their locations, dated 12 April 2002”) does not refer directly to Euroclass ratings. Descriptive classification is still valid (flammable,
slow-burning, non-flammable), however adjustment of Polish regulations to the EU acts should be expected.
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FIRE RESISTANCE
Fire resistance of the barrier, that is wall or roof, is the time for which such barrier keeps its specific properties in terms of:
R – load capacity
E – leakproofness
I – insulating power
R parameter indicates the time for which a loaded element maintains its load capacity, not exceeding the limit values of load capacity
and safety of operation. In case of sandwich panels this parameter applies for roof panels.
E parameter indicates the time for which the barrier stops flames and smoke.
I parameter indicates the time for which the barrier meets the insulating power condition and prevents exceeding the standard limit
temperature values on the side that is not exposed to flames.
Certain additional parameters that are less important in case of sandwich panels, are also determined: W - transmittance.
This classification is reflected in the requirements for buildings.
According to the ”Regulation of the Minister of Infrastructure concerning technical requirements applicable to buildings and their locations, dated 12 April 2002, Journal of Laws No. 75, item 690)” fire load classification is used for industrial buildings with one overground
storey.
Fire safety issues, burning behaviour and fire consequences are becoming more and more significant aspects of the building design.
Using materials with better fire resistance parameters has become essential due to the currently valid regulations, awareness of hazards among the investors and changing policy of the insurance companies. The requirements for wall and roof materials depend on
the purpose of the building, fire load inside the building - that is the amount of combustible materials, distance to other structures and
the category of hazard to human life.
LOAD CAPACITY
Load capacity charts - the easiest method of designing
Load capacity charts included herein are the easiest, most reliable and the fastest method for choosing sandwich panels in terms of
their load capacity. These charts include combinations of loads in most standard cases, that is dead load, wind and thermal load in case
of walls or dead load, snow, wind and creep in case of roofs.
Design procedure in this case is limited to determining specific loads and comparing them with the values in the load capacity charts.
In case of structures with non-standard components or when the set of loads is non-standard (e.g. temperature differences other than
the estimated values), special design procedure is required.
General information
Sandwich panels are complex structures. Most often they consist of three layers, two of which is thin steel sheet lining with low density
and high strength and modulus of elasticity. The third layer is a thick core with low density, strength and modulus of elasticity. As a
result, such composite is much stronger than its components separately. We may assume that the lining is responsible for carrying
normal stress, while the core is responsible for carrying shear stress.
For example, if we bend such structure, we may compare its behaviour to a double-tee bar.
Upper lining (upper flange) carries the compressive stress, while the lower lining (lower flange) carries the tensile stress. Whereas the
core (web), as a result of the shearing forces, carries the shearing stress.
Sandwich panels, as the wall or roof components, must carry permanent loads, variable loads and interactions caused by long-term
effects.
Permanent loads:
- panel dead load
- weight of permanent structures that load the sandwich panel
- other permanent loads, e.g. temperature in cold stores
- rheological loads
Variable loads:
- snow
- service load
- wind load
- structural loading
- climatic effects, for instance those related with the difference of the temperature of the internal and the external lining of the sandwich panel
Strength of the panels
Strength parameters required for the calculations are determined on the basis of the Initial Type Testing and current testing set by
the Factory Production Control. These values include possible statistical deviations resulting from any irregularities of the production
process.
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Design procedures
These procedures are consistent with PN-EN 14509:2010 standard (panels with IPR/PUR and MWF core). They refer to the safety of
the structure with respect to ultimate limit state (ULS) and serviceability limit state (SLS). Standard load combinations, load safety
coefficients, strength parameters according to the Initial Type Testing and the Factory Production Control, along with material factors
are included.
One of the following methods of analysis may be used in calculations:
- elastic state analysis
- plastic state analysis
Elasticity analysis should apply for serviceability limit state and may be used for ultimate limit state.
Plasticity analysis may be used only for ultimate limit state, with the assumption that bending stresses under the intermediate support are critical. Plasticity analysis may be carried out when panel might be destroyed by core shear.
We may assume that in most cases load capacity of the sandwich panel divides into two components:
- for bending moments - into MF moment component in metal lining and MS (core part) component distributed into normal forces NF1
and NF2 within the lining. In case of flat linings, MF component is negligible
- for shearing forces, into VF shearing force component within the lining and Vs component within the core. Similarly, in case of flat
linings VF component is negligible.
Thermal load
Wall panels are designed for work in conditions in which their sides are exposed to different temperatures.
As a result, internal and external lining expand unevenly, which is equivalent to applying a bending moment. These loads must be taken
into account in the design procedure.
For summer ultimate limit state (ULS) external surface temperature value should be Text = +80°C.
Temperature for the serviceability limit state (SLS) should be chosen according to the chart below. Lining colours are divided into appropriate groups in page 20. The determinant of classification into a given group is the Reflection Grade RG compared to reflection of a
surface covered with magnesia (MgO).
Very bright colours
RG = 75–90%
Tout= +55 °C
Bright colours
RG = 40–74%
Tout= +65 °C
Dark colours
RG = 8–39%
Tout= +80 °C
Winter value of external wall surface temperature (Tout), depending on the geographical location, should be from -10°C to -30°C. In
case of roof, the value of external temperature should be 0°C, assuming that in most unfavourable load conditions roof is covered with
snow, and its temperature near the panel surface is exactly 0°C.
The value of indoor temperature inside (Tins) standard structures should be 20°C (in winter) and 25°C (in summer).
Indoor temperatures in cold stores or freezers result from the technical design.
LEAKPROOFNESS
Air permeability through panel joints and resistance to blowing rain have been tested in order to determine leakproofness of walls and
roofs constructed of IZOPANEL sandwich panels.
Air permeability
Air permeability has been checked in accordance with PN-EN 12114:2003 standard.
The test consisted in precise determining the volume of air leaking through the joint from one side to the other, with different pressure
values on both sides of the barrier (-50 Pa/ +50 Pa).
The test has confirmed perfect leakproofness and no air transfer through the barrier.
Conclusion: IZOPANEL sandwich panels meet the requirements of the standard.
In practice it means that walls or roofs built of IZOPANEL sandwich panels constitute airtight barriers. Therefore there is no heat loss,
which is an inseparable effect of air transfer. Perfect leakproofness of IZOPANEL sandwich panels is followed by high energy efficiency
of the barriers.
However, ventilation of rooms built of IZOPANEL sandwich panels is highly important. Perfect leakproofness of wall and roofs made
of IZOPANEL sandwich panels prevents transfer of moisture from the interior. If ventilation systems are not designed properly, it may
lead to outdropping on the walls and unfavourable conditions inside the building.
Resistance to blowing rain
BBlowing rain resistance has been tested according to PN-EN 12865:2004 standard.
The test consisted in spraying sections of walls and roofs made of IZOPANEL sandwich panels with water under pressure.
The tests have indicated that panels subject to total water pressure of 1200 Pa are perfectly leakproof, which classifies them in the
highest leakproofness category - A class. It means that a barrier made of IZOPANEL sandwich panels prevents leaking of rain water
to the interior of the building.
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ACOUSTIC PROPERTIES
According to PN-EN 14509:2010 acoustic properties of sandwich panels must be tested. The test consists in determining the level of
noise on both sides of the barrier - on the side of the source of the noise and on the other side. Measurement is made in 16 bands, from
100 Hz to 3150 Hz, every 1/3 octave. On the basis of these 16 results, a complete insulating capacity profile is created. The obtained
diagram is adjusted to the standard reference curve, reflecting human ear sensitivity in individual bands. The value which is the result
of such adjustment for the frequency of 500 Hz is the
proper acoustic resistance coefficient - Rw
This coefficient is the measure of overall insulating capacity, within the entire range of the audible spectrum.
However, this coefficient does not inform about insulating properties of the barrier in specific ranges of the acoustic spectrum.
In order to determine the noise insulating properties in detail, two additional indexes are determined, correcting Rw coefficient to values proper for the area of high and low frequencies:
C – low frequency spectral adaptive index
Ctr – high frequency spectral adaptive index (traffic)
Using these parameters additional insulating capacity indexes are determined:
RA1 = Rw - C
RA1 index determines barrier properties in the range of low tones, such as fast road traffic, railway traffic, aircrafts flying nearby, sounds
of everyday life, human speech, etc
RA2= Rw - Ctr
RA2 index determines barrier properties in the range of high tones, such as slow road traffic, disco music, etc.
An additional parameter determining acoustic properties of sandwich panels is the
acoustic absorption coefficient
αw = absorbed energy/reflected energy
Barriers with higher αw coefficient reflect less energy back to the inside, which means that they dampen the echo (aftersound) indoors
better.
Reverberation is intensified in rooms with barriers with lower αw coefficient.
IzoWall
IzoGold
IPR/PUR
IzoCold
IzoRoof
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Rw
C
Ctr
RA1
RA2
dB
dB
dB
dB
dB
40
27
-3
-5
24
22
60
25
-2
-5
23
20
80
25
-2
-5
23
20
100
25
-2
-5
23
20
120
25
-2
-5
23
20
60
26
-1
-4
25
22
80
27
-4
-6
23
21
100
27
-4
-6
23
21
120
27
-4
-6
23
21
120
25
-2
-5
23
20
140
25
-2
-5
23
20
160
25
-2
-5
23
20
180
25
-2
-5
23
20
200
25
-2
-5
23
20
220
27
-3
-5
24
22
60
26
-2
-5
24
21
80
26
-2
-5
24
21
100
26
-2
-5
24
21
120
26
-2
-5
24
21
140
26
-2
-5
24
21
160
26
-2
-5
24
21
αw
0,15
IzoWall
EPS
IzoRoof
IzoDach
IzoWall
MWF*
IzoRoof
40
50
60
75
80
100
120
125
140
150
160
175
180
200
250
60
75
80
100
120
125
140
150
160
175
200
250
40
50
60
75
80
100
120
140
150
160
175
200
230
250
60
75
80
100
120
125
140
150
160
175
200
230
250
Rw
C
Ctr
RA1
RA2
dB
dB
dB
dB
dB
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
23 (24)**
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
21 (22)
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
18 (19)
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
αw
–
0,10
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DIMENSIONS AND TOLERANCES
Dimensional deviations and slight differences in physical properties may influence behaviour of installed panels. Therefore it is essential
that the scope of such deviations is properly limited, so that the quality of the products delivered to the customer is always the same.
Table 3 - Dimensional tolerances of sandwich panels
Size
Tolerance (allowable maximum)
Thickness of the sandwich panel
Deviation of flatness (according to the measurement
vof L length)
Height of metal section (rib)
Height of section bracing
D ≤ 100 mm
± 2 mm
D > 100 mm
± 2%
L = 200 mm
flatness deviation 0,6 mm
L = 400 mm
L > 700 mm
5 < h ≤ 50 mm
± 1 mm
50 < h ≤ 100 mm
± 2,5 mm
ds ≤ 1 mm
± 30% ds
1 mm < ds ≤ 3 mm
± 0,3%
3 mm < ds ≤ 5 mm
± 10% ds
L≤3m
± 5 mm
L>3m
± 10 mm
Width of the sandwich panel
w
± 2 mm
Deviation of rectangularity
s ≤ 0.6% × w (nominal covering width)
Deviation of longitudinal rectilinearity (length)
1 mm per one metre of length, 5 mm max.
Length of the sandwich panel
2 mm per one metre of length, 10 mm max.
Buckling
8,5 mm per one metre of width in case of flat sections – h ≤ 10 mm
10 mm per one metre of width of the sections – h > 10 mm
Section pitch (p)
Rib width (b1) and wave hollow width (b2)
For h ≤ 50 mm
p: ± 2 mm
For b1
± 1 mm
For b2
± 2 mm
Test procedures are described in detail in PN-EN 14509:2010 standard.
ENVIRONMENTAL PROTECTION
Civilizational growth is related to the growing environmental impact. Rapid growth of population resulted in the necessity of reducing
the consumption of non-renewable resources and CO2 emissions.
Our life cycle assessments and life cycle cost analyses include costs and consumption of energy during the production, transport,
installation, use and final disposal of the product.
In order to reduce production of plastics based on non-renewable resources (currently 50,000,000 tons in Europe!) it would be best
to replace them with natural products, such as mineral wool, wood, cement or steel. However, the amount of produced plastics is too
high and it would consume 150,000 tons of alternative resources, while energy consumption in the entire life cycle of products would
increase from 4 million GJ/year to 7 million GJ/year. That is 60 million tons of oil, which is one gigantic tanker a day! It would result in
the increase in emission of greenhouse gases by approximately 120 million tons a year, which is 40% of the reduction of emission of
these gases, according to the provisions of the Kyoto Protocol.
In case of insulating products, the cost of the operational period has greatest impact on the total cost of the product and is most
environmentally significant.
Recycling is not always the most environmentally friendly solution. Although all polyurethanes may be recycled, it requires a lot of
energy. In this case, the process of energy recovery seems more efficient. In the European Union these materials [b1] are neutralised in
the process of clean and careful incineration in which contaminants are filtered and combustion generates energy.
Less than 0.1% of the global oil consumption is related to the production of polyurethanes, which gives even 100 times larger savings
for the environment. Application of polyurethanes in such products as insulating panels or refrigerators contributes to lowering of the
energy consumption. Due to their durability and properties, polyurethanes may be used longer in comparison with other substances,
which results in saving additional energy (in relation to the energy used during their production).
The energy required for production of polyurethane insulation for one building is saved in a year, thanks to thermal insulation.
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Technical drawings
Drawing 1.1
IzoWall PUR/IPR - wall sandwich panel with visible fastening,
polyurethane / polyisocyanurate foam core
1. Steel lining, external, standard gauge 0.50-0.60 mm
2. Polyurethane / polyisocyanurate foam core
3. Protection strip preventing diffusion and water infiltration.
4. Steel lining, internal, standard gauge 0.40-0.50 mm
5. Polyurethane seal
6. Available profile types: Linear, Grooved, Corrugated, Flat
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Drawing 1.2
IzoWall MWF - sandwich panel for walls with visible fastening, mineral wool core
2. MWF mineral wool core
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45
Drawing 1.3
IzoWall EPS - sandwich panel for walls with visible fastening, EPS core
2. EPS expanded polystyrene core
4. Available profile types (panel widths 1150, 1080): Linear, Grooved, Corrugated, Flat
5. Available profile types (panel widths 1200): A, B, E
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Drawing 2
IzoGold PUR/IPR - wall sandwich panel with hidden fastening,
polyurethane / polyisocyanurate foam core
6. Fastening screw slot
6. Available profile types: Linear, Grooved, Corrugated, Gold, Flat
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Drawing 3.
IzoCold PUR/IPR - sandwich panel for walls with hidden fastening, polyurethane / polyisocyanurate foam
core
external side
internal side
4. Sealant, permanently plastic
48
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Drawing 4.1
IzoRoof PUR/IPR - sandwich panel for roofs, polyurethane / polyisocyanurate foam core
6. Capillary chamber
7. Internal side profile types as in IzoWall panels, one profile
type available on the external side
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49
Drawing 4.2
IzoRoof MWF - sandwich panel for roofs, mineral wool core
2. MWF mineral wool core
50
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Drawing 4.3
IzoRoof EPS - sandwich panel for roofs, expanded polystyrene core
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51
Drawing 4.4
IzoDach EPS - sandwich panel for roofs, expanded polystyrene core
Detail A
4. Drive screw with EPDM washer.
5. Fastening screw
6. Self-adhesive aluminium bituminous seal (optional)
7. Polyurethane foam
8. Ob-01 flashing.
9. L-01 fastener
10. Available profile types: A, B, E
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Drawing 5.1
IzoWall PUR/IPR - vertical layout, fastening to the structure
1. IzoWall PUR/IPR panel
4. Self-adhesive PES sealing tape
5. Steel section, according to the design of the structure
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Drawing 5.2
IzoWall MWF - vertical layout, fastening to the structure
1. IzoWall MWF panel
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Drawing 5.3
IzoWall EPS - vertical layout, fastening to the structure
1. IzoWall EPS panel
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Drawing 6
IzoGold PUR/IPR - vertical layout, fastening to the structure
1. IzoGold PUR/IPR panel
4. Self-adhesive PES sealing tape (recommended)
5. L-02 fastener
56
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Drawing 7.1
IzoWall PUR/IPR - vertical configuration, ground beam joint
Type I
Type II
3. Nail plug screw
4. Permanently plastic sealant
5. PURS tape (recommended) / polyurethane foam
6. PES tape (recommended)
7. Ob-00 flashing.
(specify parameters and section drawing)
8. Ob-07 flashing.
9. Optionally Ob-11 flashing
11. Ground beam
12. Steel section, according to the design of the
structure
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Drawing 7.2
IzoWall MWF - vertical configuration, ground beam joint
Type I
Type II
3. Nail plug screw
7. Ob-00 flashing.
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8. Ob-07 flashing.
11. Ground beam
structure
Drawing 7.3
IzoWall EPS - vertical configuration, ground beam joint
Type I
Type II
3. Nail plug screw
7. Ob-00 flashing.
8. Ob-07 flashing.
11. Ground beam
structure
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Drawing 8
IzoGold PUR/IPR - vertical configuration, ground beam joint
Type I
Type II
3. Nail plug screw
7. Ob-00 flashing.
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8. Ob-07 flashing.
11. Ground beam
structure
Drawing 9.1
IzoWall PUR/IPR - corner joint
Vertical arrangement:
Horizontal arrangement:
6. Ob-10 flashing
7. Ob-11 flashing
structure
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Drawing 9.2
IzoWall MWF- corner joint
6. Ob-10 flashing
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7. Ob-11 flashing
structure
Drawing 9.3
IzoWall EPS - corner joint
6. Ob-10 flashing
7. Ob-11 flashing
structure
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63
Drawing 10.
IzoGold PUR/IPR - corner joint
6. Ob-10 flashing
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7. Ob-11 flashing
structure
Drawing 11.1
IzoWall PUR/IPR panel - horizontal configuration, fastening to the structure
PANEL JOINT
INTERMEDIATE SUPPORT
3. Polyurethane foam as ~20 mm movement joint fill
6. Ob-35 flashing
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Drawing 11.2
IzoWall MWF - horizontal configuration, fastening to the structure
PANEL JOINT
6. Ob-35 flashing
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Drawing 11.3
IzoWall EPS - horizontal configuration, fastening to the structure
PANEL JOINT
6. Ob-35 flashing
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Drawing 12
IzoGold PUR/IPR - horizontal configuration, fastening to the structure
PANEL JOINT
2. Drive screw with EPDM washer (optionally two fasteners next to each other)
6. Ob-35 flashing
7. L-02 fastener
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Drawing 13.1
IzoWall PUR/IPR - horizontal configuration, ground beam joint
Type I
Type II
Type III
3. Nail plug screw
5a. PURS tape (recommended) / polyurethane foam
5b. PURS tape (recommended)
7. Custom Ob-00 flashing
8. Ob-07 flashing
9. Ob-11 flashing
10. Ob-20 flashing
11. Ob-41 flashing
12. Ground beam
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69
Drawing 13.2
IzoWall MWF - horizontal configuration, ground beam joint
Type I
Type II
Type III
3. Nail plug screw
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8. Ob-07 flashing
9. Ob-11 flashing
10. Ob-20 flashing
11. Ob-41 flashing
12. Ground beam
Drawing 13.3
IzoWall EPS - horizontal configuration, ground beam joint
Type I
Type II
Type III
3. Nail plug screw
8. Ob-07 flashing
9. Ob-11 flashing
10. Ob-20 flashing
11. Ob-41 flashing
12. Ground beam
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Drawing 14
IzoGold PUR/IPR - horizontal configuration, ground beam joint
3. Nail plug screw
5. PURS tape (recommended)
7. Custom Ob-00 flashing (specify parameters and section drawing)
8. Ob-07 flashing
9. Ob-11 flashing
10. Ground beam
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Drawing 15.1
IzoWall - partition wall
3. Nail plug screw
5. U-beam, cold-bent
6. Ceiling
7. Concrete foundation
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Drawing 15.2
IzoWall MWF - partition wall
3. Nail plug screw
6. Ceiling
74
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Drawing 15.3
IzoWall EPS - partition wall
3. Nail plug screw
6. Ceiling
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Drawing 16.1
IzoRoof PUR/IPR - fastening to the structure with lateral panel joint
1. IzoRoof PUR/IPR panel
2. Drive screws axis
2a. Drive screw with EPDM washer (for lateral joining of panels)
2b. Drive screw with EPDM washer (fastening panels to the structure)
3. Purlin
5. L-03 fastener (suggested)
9. Butyl tape, 2 strips minimum (3 strips recommended for low slope)
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Drawing 16.2
IzoRoof MWF - fastening to the structure with lateral panel joint
1. IzoRoof MWF panel
3. Purlin
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77
Drawing 16.3
IzoRoof EPS - fastening to the structure with lateral panel joint
1. IzoRoof EPS panel
3. Purlin
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Drawing 17.1
IzoRoof PUR/IPR - roof ridge
4. Neoprene seal
5. Ob-03 roof flashing
8. L-03 fastener
9. Purlin
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Drawing 17.2
IzoRoof MWF - roof ridge
4. Neoprene seal
8. L-03 fastener
9. Purlin
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Drawing 17.3
IzoRoof EPS - roof ridge
4. Neoprene seal
8. L-03 fastener
9. Purlin
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Drawing 18.1
IzoRoof PUR/IPR - eaves with optional snow guards fastening
Type I
Type II
Type III
3. Gutter and steel gutter bracket
4. IzoWall/ IzoGold wall panel
9. Ob-14 (optionally)
11. Ob-19/g roof flashing / g=0.88 mm
13. Optionally Ob-34 instead of Ob-33
14. OSB panel
15. L-04 fastener
17. Leakproof rivet, 4.0 x 10 mm
82
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Drawing 18.2
IzoRoof MWF - eaves with optional snow guards fastening
Type I
Type II
Type III
14. OSB panel
15. L-04 fastener
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Drawing 18.3
IzoRoof EPS - eaves with optional snow guards fastening
Type I
Type II
Type III
4. IzoWall/IzoGold wall panel
14. OSB panel
15. L-04 fastener
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Drawing 19.1
IzoRoof PUR/IPR - top wall panel joining element
Type I - overhanging
Type II - non-overhanging
7. Cut at the construction site
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Drawing 19.2
IzoRoof MWF - top wall panel joining element
86
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Drawing 19.3
IzoRoof EPS - top wall panel joining element
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87
Drawing 20.1
IzoRoof PUR/IPR - joint of top wall panel protruding over the roof
88
|
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Drawing 20.2
IzoRoof MWF - joint of top wall panel protruding over the roof
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89
Drawing 20.3
IzoRoof EPS - joint of top wall panel protruding over the roof
7. IzoWall/IzoGold wall panel
90
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Drawing 21.1
IzoRoof PUR/IPR - joint of brick wall protruding over the roof
3. Nail plug screw
7. Panel for flashing installation (e.g. OSB panel)
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91
Drawing 21.2
IzoRoof MWF - joint of brick wall protruding over the roof
3. Nail plug screw
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Drawing 21.3
IzoRoof EPS - joint of brick wall protruding over the roof
3. Nail plug screw
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93
Drawing 22.1
IzoRoof PUR/IPR - joint of higher edge of a monopitched roof
7. Neoprene seal adjusted to the profile type of the IzoRoof IPR / PUR panel
8. IzoWall / IzoGold wall panel
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Drawing 22.2
IzoRoof MWF - joint of higher edge of a monopitched roof
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95
Drawing 22.3
IzoRoof EPS - joint of higher edge of a monopitched roof
96
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Drawing 23.1
IzoRoof PUR/IPR - ridge skylight
5. Skylight frame
6. Expanded polystyrene
7. Polycarbonate
8. Purlin
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97
Drawing 23.2
IzoRoof MWF - ridge skylight
5. Skylight frame
7. Polycarbonate
8. Purlin
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Drawing 23.3
IzoRoof EPS - ridge skylight
5. Skylight frame
7. Polycarbonate
8. Purlin
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99
Drawing 24.1
IzoRoof PUR/IPR - strip skylight
Joint on the longer side of the roof panel with skylight
on the side of the roof ridge
on the side of the eaves
Longitudinal joint of the skylights
assembly direction
right side panel
STEP V
upper panel near the ridge, min. 2m
STEP IV
left side panel
STEP I
rooflight
STEP III
lower panel near the eaves, min. 2m
STEP II
2. Polycarbonate panel with resin and glass facing
3. System screws and rivets - every 300 mm on the edges
6. L-03 fastener
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7. Spacer
8. Purlin
9. Substructure, if purlins width < 100 mm
11. Butyl tape
Drawing 24.2
IzoRoof MWF - strip skylight
assembly direction
right side panel
STEP V
STEP IV
left side panel
STEP I
rooflight
STEP III
STEP II
6. L-03 fastener
7. Spacer
8. Purlin
11. Butyl tape
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Drawing 24.3
IzoRoof EPS - roof penetration
assembly direction
right side panel
STEP V
STEP IV
left side panel
STEP I
rooflight
STEP III
STEP II
6. L-03 fastener
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7. Spacer
8. Purlin
11. Butyl tape
Drawing 25.1
IzoRoof PUR/IPR - roof penetration
Wielkość
Collar size kołnierza
Średnica
zewnętrzna
rury
[mm]
Outer diameter
of the pipe
[mm]
11
5-50
5-50
2
2
44-82
44-82
33
6-127
6-127
5
7
8
9
44
5
66
7
8
9
75-160
108-190
125-230
150-280
175-330
154-483
75-160 108-190 125-230 150-280 175-330 154-483
CROSS SECTION 1-1
cut
le (
iab
var
he
at t
st
con
ite)
ns
tio
ruc
R=
3. Rubber based roof sealant
4. Pipe sealing collar (e.g. PIPECO / EPDM)
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Drawing 25.2
IzoRoof MWF - roof penetration
Wielkość
Średnica
zewnętrzna
rury
[mm]
Outer diameter
of the pipe
[mm]
11
22
33
5-50
5-50
44-82
44-82
6-127
6-127
44
5
5
6
6
7
8
9
75-160
75-160 108-190
108-190 125-230
125-230 150-280
150-280 175-330
175-330 154-483
154-483
CROSS SECTION 1-1
R
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cu
le (
iab
r
=va
he
t
t at
tion
con
uc
str
)
site
Drawing 25.3
IzoRoof EPS - roof penetration
Wielkość
Średnica
zewnętrzna
rury
[mm]
Outer diameter
of the pipe
[mm]
1
5-50
5-50
2
44-82
44-82
3
6-127
6-127
4
5
6
7
8
9
75-160
75-160 108-190
108-190 125-230
125-230 150-280
150-280 175-330
175-330 154-483
154-483
CROSS SECTION 1-1
R
cu
le (
iab
r
=va
he
t
t at
tion
con
uc
str
)
site
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105
Drawing 26.1
IzoRoof PUR/IPR - roof maintenance systems
1.Structural Anchors according to PN-EN 795:1999/A1:2003 must be arranged in consultation with the Designer of the structure.
2.Rope should run at an angle not smaller than 45° to the roof edge.
3.Small deadweight guarantees constant tension of the rope and stability.
4 Fall arrester according to PN-EN 353-2:2005 (device guide should be anchored to the structural anchor and loaded with a small
deadweight for stability).
5.Body harness according to PN-EN 361:2005, fall arrester mechanism should be connected to a body harness clamp.
6.In order to reduce reaction on people and structure as a result of a possible fall, use of properly selected fall arresters is
recommended.
7.Removable flexible sheath.
8.Any penetrations of the structure through IzoRoof PUR/IPR should be sealed according to the detail drawing below.
9.All bearing parts of the system should be made of stainless steel according to the Polish Standards, in particular:
PN-EN 795:1999/A1:2003 Protection against falls from a height - Anchor devices - Requirements and testing
PN-EN 363:2008 Personal fall protection equipment - Personal fall protection systems
PN-EN 365:2006 Personal protective equipment against falls from a height - General requirements
drive screw with
EPDM washer
rubber based roof sealant
drive screw with
EPDM washer
106
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sealing collar
(e.g. PIPECO/EPDM)
flashing
IzoRoof IPR/PUR panel
Drawing 26.2
IzoRoof MWF - roof maintenance systems
4.Fall arrester according to PN-EN 353-2:2005 (device guide should be anchored to the Structural Anchor and loaded with a small
recommended.
sealing collar
drive screw with
EPDM washer
(e.g. PIPECO/EPDM)
flashing
drive screw with
EPDM washer
Izopanel
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IzoRoof MWF panel
|
107
Drawing 26.3
IzoRoof EPS - roof maintenance systems
4.Fall arrester according to PN-EN 353-2:2005 (device guide should be anchored to the Structural Anchor and loaded with a small
recommended.
drive screw with
EPDM washer
drive screw with
EPDM washer
108
|
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sealing collar
(e.g. PIPECO/EPDM)
flashing
IIzoRoof MWF panel
Drawing 27
Ob-01 flashing “Closing strip”
surface development
sheet gauge
mass
standard length
s = 110 mm
g = 0,50 mm
m = 0,44 kg/m
l = 2500 mm
Drawing 28
Ob-02 flashing ”EPS closing section”
surface development
sheet gauge
mass
standard length
s = 150 mm
g = 0,50 mm
m = 0,60 kg/m
l = 2500 mm
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109
Drawing 29
Ob-03 flashing ”Roof ridge”
surface development
sheet gauge
mass
standard length
s = 400 mm
g = 0,50 mm
m = 1,60 kg/m
l = 2500 mm
NOTE: Specify roof slope if it is larger than 10%
Drawing 30
Ob-04 flashing ”Lower roof ridge”
surface development
sheet gauge
mass
standard length
s = 210 mm
g = 0,50 mm
m = 0,84 kg/m
l = 2500 mm
110
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Drawing 31
Ob-05 flashing ”IzoDach EPS panel wind beam,
Type I - overhanging”
g
[mm]
surface development
sheet gauge
mass
standard length
panel thickness
see chart
g = 0,50 mm
see chart
l = 2500 mm
see chart
development
[mm]
mass
[kg/m]
60
300
1,20
75
315
1,26
100
340
1,36
125
365
1,46
150
390
1,56
200
440
1,76
250
490
1,96
g
[mm]
development
[mm]
mass
[kg/m]
60
260
1,04
Drawing 32
Ob-06 flashing “IzoDach EPS panel wind beam,
Type II - non-overhanging”
surface development
sheet gauge
mass
standard length
panel thickness
see chart
g = 0,50 mm
see chart
l = 2500 mm
see chart
Izopanel
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75
275
1,10
100
300
1,20
125
325
1,30
150
350
1,40
200
400
1,60
250
450
1,80
|
111
Drawing 33
Ob-07 flashing ”Facade drip cap”
surface development
sheet gauge
mass
standard length
s = 180 mm
g = 0,50 mm
m = 0,72 kg/m
l = 2500 mm
Drawing 34
Ob-08 flashing ”Gutter flashing”
surface development
sheet gauge
mass
standard length
s = 230 mm
g = 0,50 mm
m = 0,92 kg/m
l = 2500 mm
112
|
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Drawing 35
Ob-09 flashing ”Large inner corner”
surface development
sheet gauge
mass
standard length
s = 208 mm
g = 0,50 mm
m = 0,83 kg/m
l = 2500 mm
Drawing 36
Ob-10 flashing ”Large outer corner”
surface development
sheet gauge
mass
standard length
s = 208 mm
g = 0,50 mm
m = 0,83 kg/m
l = 2500 mm
Izopanel
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113
Drawing 37
Ob-11 flashing ”Small inner corner”
surface development
sheet gauge
mass
standard length
s = 125 mm
g = 0,50 mm
m = 0,50 kg/m
l = 2500 mm
Drawing 38
Ob-12 flashing ”Small outer corner”
surface development
sheet gauge
mass
standard length
114
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s = 125 mm
g = 0,50 mm
m = 0,50 kg/m
l = 2500 mm
Drawing 39
Ob-13 flashing ”Gutter downside flashing”
surface development
sheet gauge
mass
standard length
panel thickness
see chart
g = 0,50 mm
see chart
l = 2500 mm
see chart
g
[mm]
development
[mm]
mass
[kg/m]
60
215
0,86
75
230
0,92
80
235
0,94
100
255
1,02
120
275
1,10
125
280
1,12
150
305
1,22
200
355
1,42
250
405
1,62
Drawing 40
Ob-14 flashing ”Anti-snow guard rail”
surface development
sheet gauge
mass
standard length
s = 390 mm
g = 0,50 mm
m = 1,56 kg/m
l = 2500 mm
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115
Drawing 41
Ob-15 flashing ”Broken inner corner”
surface development
sheet gauge
mass
standard length
s = 170 mm
g = 0,50 mm
m = 0,68 kg/m
l = 2500 mm
Drawing 42
Ob-16 flashing ”Drip cap strip”
surface development
sheet gauge
mass
standard length
116
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s = 185 mm
g = 0,50 mm
m = 0,74 kg/m
l = 2500 mm
Drawing 43
Ob-17 roof flashing ”Wall flashing”
surface development
sheet gauge
mass
standard length
s = 245 mm
g = 0,50 mm
m = 0,98 kg/m
l = 2500 mm
Drawing 44
Ob-18 flashing ”Gutter flashing for Ob-19”
surface development
sheet gauge
mass
standard length
a - roof slope
s = 160 mm
g = 0,50 mm
m = 0,64 kg/m
l = 2500 mm
custom, specified in degrees
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117
Drawing 45
Ob-19 flashing ”Gutter downside flashing”
surface development
sheet gauge
mass
standard length
a - roof slope
g - panel thickness
custom
g = 0,88 mm
custom
l = 2500 mm
custom, specified in degrees
Drawing 46
Ob-20 flashing ”C1 starter”
surface development
sheet gauge
mass
standard length
panel thickness
118
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panel thickness
g = 0,50 mm
panel thickness
l = 2500 mm
panel thickness
g
[mm]
development
[mm]
mass
[kg/m]
40
160
0,64
50
170
0,68
60
180
0,72
75
195
0,78
80
200
0,80
100
220
0,88
120
240
0,96
125
245
0,98
140
260
1,04
150
270
1,08
160
280
1,12
180
300
1,20
200
320
1,28
220
340
1,36
250
370
1,48
Drawing 47
Ob-22 flashing ”Wall flashing for cut panel”
surface development
sheet gauge
mass
standard length
s = 230 mm
g = 0,50 mm
m = 0,92 kg/m
l = 2500 mm
Drawing 48
Ob-31 flashing ”IzoRoof panel wind beam, Type I - overhanging”
surface development
sheet gauge
mass
standard length
g - panel thickness
see chart
g = 0,50 mm
see chart
l = 2500 mm
see chart
Izopanel
|
g
[mm]
development
[mm]
mass
[kg/m]
60
320
1,28
80
340
1,36
100
360
1,44
120
380
1,52
140
400
1,60
160
420
1,68
|
119
Drawing 49
Ob-32 flashing ”IzoRoof panel wind beam, Type II - non-overhanging”
surface development
sheet gauge
mass
standard length
g - panel thickness
see chart
g = 0,50 mm
see chart
l = 2500 mm
see chart
Drawing 50
Ob-33 flashing ”Eaves masking strip with anti-snow guard rail”
surface development
sheet gauge
mass
standard length
s = 400 mm
g = 0,50 mm
m = 1,60 kg/m
l = 2500 mm
120
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g
[mm]
development
[mm]
mass
[kg/m]
60
325
1,30
80
345
1,38
100
365
1,46
120
385
1,54
140
405
1,62
160
425
1,70
Drawing 51
Ob-34 flashing ”Eaves masking strip”
surface development
sheet gauge
mass
standard length
s = 125 mm
g = 0,50 mm
m = 0,50 kg/m
l = 2500 mm
Drawing 52
Ob-35 flashing ”Panel joint masking strip”
surface development
sheet gauge
mass
standard length
s = 250 mm
g = 0,50 mm
m = 1,00 kg/m
l = 2500 mm
Izopanel
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121
Drawing 53
Ob-36 flashing ”Roof ridge masking strip”
surface development
sheet gauge
mass
standard length
s = 125 mm
g = 0,50 mm
m = 0,50 kg/m
l = 1250 mm
Drawing 54
Ob-37 flashing ”Closing section”
surface development
sheet gauge
mass
standard length
122
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s = 133 mm
g = 0,50 mm
m = 0,53 kg/m
l = 2500 mm
Drawing 55
Ob-41 flashing ”C2 starter”
surface development
sheet gauge
mass
standard length
g - panel thickness
x
see chart
g = 0,50 mm
see chart
l = 2500 mm
see chart
see chart
g
[mm]
development
[mm]
x
[mm]
mass
[kg/m]
40
106
26
0,42
60
126
46
0,50
80
146
66
0,58
100
166
86
0,66
120
186
106
0,74
140
206
126
0,82
160
226
146
0,90
180
246
166
0,98
200
266
186
1,06
220
286
206
1,14
Drawing 56
Ob-42 flashing ”Outer masking corner”
surface development
sheet gauge
mass
standard length
g - panel thickness
see chart
g = 0,50 mm
see chart
l = 2500 mm
see chart
Izopanel
|
g
[mm]
development
[mm]
mass
[kg/m]
40
350
1,40
60
390
1,56
80
430
1,72
100
470
1,88
120
510
2,04
140
550
2,20
160
590
2,36
180
630
2,52
200
670
2,68
220
710
2,84
|
123
Drawing 57
Ob-43 flashing ”Inner masking corner”
surface development
sheet gauge
mass
standard length
x
270 mm
g = 0,50 mm
1,08 kg/m
2500 mm
x = 80 mm
Drawing 58
Ob-44 flashing ”Inner skylight flashing”
surface development
sheet gauge
mass
standard length
g - panel thickness
124
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see chart
g = 0,50 mm
see chart
2500 mm
see chart
g
[mm]
development
[mm]
mass
[kg/m]
60
165
1,16
80
185
1,30
100
205
1,44
120
225
1,58
140
245
1,73
160
265
1,87
Drawing 59
L-01 fastener ”EPS roof panel connector”
clench at the construction site after connector installation
fastening screw hole
surface development
sheet gauge
mass
standard length
s = 133 mm
g = 1,00 mm
m = 0,16 kg / piece
l = 150 mm
Drawing 60
L-02 fastener ”IzoGold IPR / PUR panel connector”
surface development
sheet gauge
mass
standard length
s = 30 mm
g = 1,50 mm
m = 0,06 kg / piece
l = 150 mm
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125
Drawing 61
L-03 fastener ”Calotte”
aluminium sheet
surface development
sheet gauge
standard length
neoprene pad
s = 50 mm
g = 1,00 mm
l = 35 mm
Drawing 62
L-04 fastener ”Z strip”
surface development
sheet gauge
mass
standard length
g - panel thickness
126
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see chart
g = 0,88 mm
see chart
l = 2500 mm
see chart
g
[mm]
development
[mm]
mass
[kg/m]
60
160
1,13
80
180
1,27
100
200
1,41
120
220
1,55
140
240
1,69
160
260
1,83
180
280
1,97
STORAGE, TRANSPORT, INSTALLATION AND SERVICE RULES
Sandwich panels may be easily damaged if handled improperly, on each stage from the production to the installation in a building. Therefore
several basic rules must be followed.
Storage and transport conditions
Packaging
Panels leave the production plant in packets. The amount of panels in a package depends on the type of the panel, its thickness and length.
On request, panels may be delivered in a non-standard packaging, with different amount of panels or different order of panels in a package.
However, transport restrictions must be taken into account, as well as the fact that in certain cases costs of transport might be higher.
Protective film
During production panels are laminated with a protective film on one side or on both sides, depending on the type. It protects the surface of
the lining against damage during production, transport and installation. This is only a temporary solution. If exposed to weather conditions
and sunlight, foil may vulcanise to the metal and as a result it may be impossible to remove the protective film.
That is why it should be removed no later than 1 month from the production date and no later than after 3 weeks of exposure to sunlight.
Date of manufacture is specified on each package of panels delivered to the customer.
Transport of panels
In most cases IZOPANEL delivers panels to a site specified by the customer using special vehicles which guarantee safety of the transport. If
the transport is arranged by the Customer, a few basic principles should be taken into account:
- panels are loaded at the production plant with use of forklift trucks,
- only technically fit vehicles may be used for the transport of sandwich panels,
- loading platform must be flat and clean, without sharp protruding parts,
- open semitrailers, without canvas cover, with minimum width of 250 cm are recommended. It might be difficult to place two packets of
panels side by side on a covered semitrailer (it mainly applies to panels with modular width of 1200 mm),
- it is assumed that a packet of panels may extend beyond the rear edge of the vehicle up to 1.5 m (except MWF panels that may extend only
up to 0.5 m),
- the vehicle must be equipped with ratchet straps, at least 2 pieces per two packages - if loaded in two rows or 2 pieces per packet, in case
of loading in one row. Packets should be secured with ratchet straps placed at least every 3 metres.
- do not place packets with panels on top of other goods.
Unloading
Panels delivered to the construction site may be unloaded with use of a forklift truck or a crane. In both cases packets of panels have to be
properly secured against damage. Place soft pads with proper width (approx. 15-20 cm) on the fork of the forklift truck or install crane sling
securely. While unloading, follow general safety precautions for hoisting equipment operation.
Storage
There are no special requirements for storage of panels before installation if storage period is no longer than one week.
One important thing is to provide an appropriate number of supports and place them on a flat surface to prevent bending or local damage if
the weight of the panels is not distributed evenly on all supports.
In case of storing panels for a longer period, packets should be placed on supports with a proper slope, so that rain water is drained naturally.
It must also be remembered that there is a risk of vulcanisation of foil and metal, as it has been mentioned above. Additionally, panels should
be separated with spacers to ensure free airflow.
Installation
Installation of sandwich panels is relatively simple in comparison with other methods of building walls and roofs, however, it should be
performed by professional personnel, using appropriate equipment.
Structure check
Before installation of panels, supporting structure must be checked in terms of its consistency with the design and allowable tolerances. If
any deviations are found, investor’s representatives must be notified. Installing panels on a structure which does not meet the requirements
may result in damaging the panels and loss of warranty. Quality of each panel must be checked thoroughly before installation. Any faults and
damages found, should be reported to the manufacturer before installation.
Basic installation tools:
- driver with adjustable torque,
- driver bit for screw over tightening and indenting panel surface,
- cold cutting tool. Angle grinders are not acceptable. Firstly, as a result of heating of lining edges protective paint and zinc coat is damaged
and corrosion centres form. What is more, EPS core may ignite as a result of contact with sparks and fire, later on it may propagate inside
the panel.
- other basic tools, such as meter, level, plate shears, sealant gun,
- suction cup handles would be very useful for handling and installation of panels.
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127
Installation of wall panels
IZOPANEL sandwich panels have two sides: external and internal. Internal side is marked with a coloured film. Panels must not be installed
reversely. An accidental reverse installation may result in a noticeable difference of wall colour.
Additionally, in relation with the technology of production, external side is always smoother and core adherence to lining is better.
It is recommended that panels are installed in the order in which they are placed in the packet and in the order of packets’ delivery. This
should reduce the risk of occurrence of differences in the colour of neighbouring panels. Colour uniformity should be checked very frequently,
particularly in case of metallic colours. To carry out such inspection, having removed the protective film, watch the surface of the wall at
different angles from the distance of approximately 25 metres. If there are any differences, notify the manufacturer without delay.
Panels should be fastened to the structure with use of dedicated galvanised or stainless steel screws recommended by the manufacturer.
Use clutch drivers to install the fasteners. Pay special attention to the torque in case of panels with visible fastening system.
In case of panels with concealed joints, IZOPANEL recommends using additional L-02 washers, according to drawing No. 60. Such washers
increase bearing capacity of the joint and reduce the risk of occurrence of indentations in the area around the fastener.
In the past damaging of panel surface was reported. It was caused by tightening screws with excessive torque, without using such washers.
While installing a neighbouring panel, pay attention to press it properly to the previously installed panel, so the width of the gap between
them corresponds to the value specified in the technical drawings. Standard amount and location of fasteners have been specified in the
reference drawing “location and amount of fasteners” at the end of this part.
Installation of roof panels
While determining the direction of roof panels’ installation, give consideration to the prevailing wind direction. Wind should blow in the
direction of the lap joints of the roof panels. Installing panels in the opposite direction may increase the risk of rain water leaking to the
interior of the building.
Before installation, check roof rectangularity and position the first panel carefully perpendicularly to the eaves. This way offsets of
joints of the neighbouring panels are eliminated, which facilitates further installation of eaves flashing and gutter.
Remove protective film from the inner side before installing the next panel.
Check linearity of the lower joint before panel installation. Local deformations may hinder assembly of the panels and impair the
appearance of the underside of the roof.
Panels should be fastened with screws recommended by IZOPANEL. The warranty becomes void if the distances between the edges
of the panels and fastening points specified in the drawings are not kept.
Additional screw washers, so called calottes, are recommended for IzoRoof panels. Drawing 61 presents this type of washers. They
reduce the risk of roof leaking.
IZOPANEL offers two solutions for joining roof panels:
- STANDARD version
- TIGHT version
In TIGHT solution we recommend the use of a double sided adhesive butyl seal, applied on entire joint surface between the metal panel
joints and under calotte washers. If assembled correctly, this solution eliminates all leakages if roof slope is more than 3%.
Remove protective film from the panels after installation and no later than 30 days from the manufacture.
Remove all residues and dirt from the assembled surface (in particular filings left after cutting and drilling). Next, check all surfaces and
repair all scratches with a touch-up paint. Standard amount and location of fasteners have been specified in the reference drawing
“location and amount of fasteners” at the end of this part.
Rotate panel to join
128
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Panel with left-sided joint
Minimum longitudinal roof slope for whole panels without
skylights: 5%
Panel with right-sided joint
L (pane
l length
)
50-300
mm
Recommended minimum longitudinal roof slope for joined panels
and roofs with skylights: 7%
Minimum longitudinal roof slope for whole panels without
skylights: 5%
Recommended minimum longitudinal roof slope for joined panels
and roofs with skylights: 7%
Maintenance, inspections and repairs
At least once a year inspect all parts of the structure with installed sandwich panels. Clean all found surface damages and repair
using a touch-up paint to eliminate potential centres of corrosion. If panels are exposed to dirt, clean facades once a year using mild
detergents and pressure cleaners. Inner surfaces may also be washed with mild detergents.
Snow should be removed from roofs with particular care.
Thin outer lining can be damaged easily when scratched by a sharp edge of a snow shovel. Improper footwear can also cause damage.
Use tools with rubber or plastic edges to prevent scratching panels while removing snow, otherwise warranty shall become void.
Potential damage to the metal lining will become a centre of corrosion or a spot through which water may get inside the panel, leak to
the interior or remain within the insulating core, impairing panel properties.
Fastening screws may loosen as a result of impacts.
People performing works on the roof should be properly trained within the scope of work at heights and have all required certificates
allowing to perform such works. People performing works at heights must be secured against fall.
Additionally, people performing works on the roof should wear safety shoes (slip protection), however this footwear should not cause
any damage to the protective layer of the sandwich panels.
Load capacity of sandwich panels is limited, therefore only one worker should stand on each span of the panel.
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129
Location and amount of fasteners
Most common fastening configurations are presented below. Verify specified values in proper calculations for a given structure.
IzoWall
In normal area, 2 fasteners per panel over each support, 150-250 mm from panel joint
150
150
In normal area, 2 fasteners per panel over each support, 150-250 mm from panel joint and 1 in the middle
L/2
150
150
IzoGold
In normal area, 1 set of fasteners per panel over each support, a set consists of two screws with
EPDM washers and L-02 fastener
In normal area, 2 sets of fasteners per panel over each support, a set consists of two screws with
EPDM washers and L-02 fastener
IzoRoof
In normal area, 2 fasteners per panel over each support
In edge area, 3 fasteners per panel over each support
130
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Certificates and admittances
IZOPANEL sandwich panels with polyurethane core (PUR), polyisocyanurate core (IPR) and with mineral wool core are manufactured
according to the guidelines of PN-EN 14509:2010 harmonised standard. Products are subject to inspection and test procedures
described in detail in the abovementioned standard. On the grounds of these tests and inspections, products are marked with the CE
mark admitting to trading in the member states of the European Union.
Initial Type Testing determining the properties of the panels, declared herein, have been carried out in cooperation with the following
institutions:
- FIRES
- ITB
Sandwich panels with EPS core are manufactured according to the guidelines included in Technical Approval AT 15-5340:2008.
The manufacturer reserves the right to introduce technical modifications and will not be responsible for misprints
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131
Notes
132
|
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Notes
Izopanel
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133
Notes
134
|
Izopanel
|
Head office:
80-298 Gdańsk, ul. Budowlanych 36
tel. +48 58 340 17 17
fax +48 58 340 17 18
[email protected]
www.izopanel.eu
We reserve the right to introduce technical modifications. Specifications valid on 12/2012. We shall bear no responsibility for misprints. This catalogue does not constitute an offer according to art. 66
and subsequent articles of the Civil Code.

Sandwich panels

Transcription

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