PWS AND PWD

Transcription

PWS AND PWD

BALEX ME TAL Sp. z o.o.
HEADQARTERS
PWS AND PWD
SANDWICH PANELS WITH EXPANDED POLYSTYRENE CORE
ul. Wejherowska 12C
84-239 Bolszewo, Polska
Infoline: 0 801 000 807
tel. +48 58 778 44 44
fax +48 58 778 44 55
[email protected]
www.balex.eu
Balex Metal Sp. z o.o. is a leading manufacturer of construction materials in Poland.
The offer of the company includes complete solutions and steel roof and wall systems
TECHNICAL CATALOGUE
for residential, commercial and rural constructions. The products gained trust and appreciation
in Poland, Belorussia, Russia, Lithuania, Latvia, Estonia, Ukraine, Czech Republic, Slovakia,
Sweden, Norway and Finland. Consultancy and sale is being realized by own net of regional
branches, cooperating distributors and a team of professional advisers.
CZECH REPUBLIC
BALEX METAL S.R.O.
Hradec Králové
Vázní 1097
tel. +420 495 543 267, fax +420 495 482 683
UKRAINE
BALEX METAL TOV
Kiev
30 Vasilkovska, office 4-03
tel. +380 44 39 07 144, fax +380 44 39 07 145
LITHUANIA
BALEX METAL UAB
Vilnius
Savanoriu 174A
tel. +370 527 30 299, fax +370 527 30 295
SLOVAKIA
BALEX METAL
Banská Bystrica
Partizánska cesta 94, 974 01 Banská Bystrica
tel./fax +421 48 419 75 27
LATVIA
SIA „BALEX METAL”
OTHER COUNTRIES BALEX METAL SP. Z O. O.,
Export Department
Brocēni
Liepnieku iela 10, Brocēni, Saldus raj. LV-3851
tel. +371 638 65 886, fax +371 638 07 401
Bolszewo
ul. Wejherowska 12C, PL 84-239
tel. +48 662 089 890, fax +48 58 778 44 55
w w w.b a lex.e u
Index 2011-01-31 02
BRANCH OFFICES
w w w. ba l ex . e u
PWS and PWD
Sandwich panels with expanded polystyrene core
January 2011
The content of his folder does not constitute a commercial offer in the understanding of the Civil Code regulations. Information included in this study
demonstrates only sample solutions that require consultation and specification by the designer of a particular building according to individual clients’
needs. Balex Metal does not bear any responsibility in case of any technical irregularities or errors resulting from inappropriate application of information
included in this paper.
PWS_PWD_01-2011.indd 1
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TABLE OF CONTENTS
I. TECHNICAL SPECIFICATION OF THE ENCLOSURE MADE OF SANDWICH PANELS WITH
EXPANDED POLYSTYRENE (EPS) CORE
1. General information – Sandwich panel construction......................................................................................................................... 6
2. Technology of production ............................................................................................................................................................................ 6
3. Types of panels ................................................................................................................................................................................................. 6
4. Scope of application of the panels ............................................................................................................................................................ 7
5. Types of sandwich panel joints ................................................................................................................................................................... 8
6. PWS sandwich panel - wall type ................................................................................................................................................................ 9
7. PWD sandwich panel - roof type .............................................................................................................................................................10
8. General technical specification.................................................................................................................................................................11
9. Materials and cladding coatings ..............................................................................................................................................................12
9.1. Material ....................................................................................................................................................................................................12
9.2. Coatings ...................................................................................................................................................................................................12
10. Cladding profile scheme...........................................................................................................................................................................13
11. Profile type combinations ........................................................................................................................................................................14
12. Sample marking of PWS and PWD panels..........................................................................................................................................14
13. Cladding colour scheme ...........................................................................................................................................................................15
14. Strength issues .............................................................................................................................................................................................16
15. Thermal performance ................................................................................................................................................................................18
16. Fire safety .......................................................................................................................................................................................................20
17. Corrosion resistance ...................................................................................................................................................................................21
18. Noise reduction performance.................................................................................................................................................................21
19. Fasteners.........................................................................................................................................................................................................22
20. Lengthwise roof panel joining................................................................................................................................................................23
21. General assembly guidelines ..................................................................................................................................................................24
22. Transport guidelines ..................................................................................................................................................................................28
23. Certification documents ...........................................................................................................................................................................30
II. CONSTRUCTION AND ARCHITECTURE DETAILS OF THE ENCLOSURE MADE OF SANDWICH
PANELS WITH EXPANDED POLYSTYRENE CORE
1. PWS Sandwich wall panels .........................................................................................................................................................................32
1.1. PWS01 PWS Wall panel - joint, types of profiles .........................................................................................................................32
1.2. PWS02 Panel fastening – vertical panel arrangement .............................................................................................................33
1.3. PWS03 Supporting the panels on the ground beam or the foundations – vertical panel arrangement ..............34
1.4. PWS04 Supporting the panels below the top of the ground beam or the foundations
– vertical panel arrangement............................................................................................................................................................35
1.5. PWS05 Supporting the panels on the ground beam or the foundations – horizontal panel arrangement ........36
1.6. PWS06 Supporting the panels below the top of the ground beam or the foundations
– horizontal panel arrangement ......................................................................................................................................................37
1.7. PWS07 Joining the panels in the corner - horizontal or vertical panel arrangement - option I ..............................38
1.8. PWS08 Joining the panels in the corner - horizontal or vertical panel arrangement - option II ..............................39
1.9. PWS09 Joining the panels in the corner - horizontal or vertical panel arrangement - option III .............................40
1.10. PWS09/1 Joining the panels in the corner - horizontal or vertical panel arrangement ...........................................41
1.11. PWS10 Joining the panels in the corner - horizontal or vertical panel arrangement - option IV ..........................42
1.12. PWS11 Lengthwise panel joining - vertical panel arrangement .......................................................................................43
1.13. PWS12/1 Fastening the panels to the outermost support - horizontal panel arrangement - option I................44
1.14. PWS12/2 Fastening the panels to the outermost support - horizontal panel arrangement - option II .............45
1.15. PWS13 Fastening the panels to the outermost support - horizontal panel arrangement - option II..................46
1.16. PWS14 Joining the panels to the window strip - horizontal panel arrangement - option I ...................................47
1.17. PWS15 Joining the panels to the window strip - horizontal panel arrangement - option II
(for panels of 75, 100 thickness) ....................................................................................................................................................48
1.18. PWS16 Joining the panels to the window strip – vertical or horizontal panel arrangement – option III ...........49
1.19. PWS17/1 Joining the panels to the PVC window - vertical or horizontal panel arrangement ...............................50
1.20. PWS17/2 Joining the panels to the PVC window - vertical or horizontal panel arrangement – section X-X ...51
1.21. PWS18 Fastening the panels, sliding joint - vertical panel arrangement .......................................................................52
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2. PWD Roof sandwich panels .......................................................................................................................................................................53
2.1. PWD01 PWD Roof panel - joint, types of profiles.......................................................................................................................53
2.2. PWD02-1 Fastening the panels to the purlins.............................................................................................................................54
2.3. PWD02-2 Fastening the panels to the purlins – section X-X..................................................................................................55
2.4. PWD03 Panel endings in case of a monopitch roof .................................................................................................................56
2.5. PWD04-1 Gable-end roof edge .......................................................................................................................................................57
2.6. PWD04-2 Gable-end roof edge ........................................................................................................................................................58
2.7. PWD05 Joint of the panels with the PWS wall panel by the attic ........................................................................................59
2.8. PWD06 Joint of the panels at the roof ridge ...............................................................................................................................60
2.9. PWD07-1 Joint of the panels with the internal gutter – option I Balex Metal ................................................................61
2.10. PWD07-2 Joint of the panels with the internal gutter - option II ......................................................................................62
2.11. PWD08-1 Joint of the panels with the prefabricated internal gutter - option I BALEX METAL ...............................63
2.12. PWD08-2 Joint of the panels with the prefabricated internal gutter - option II ..........................................................64
2.13. PWD09-1 Joint of the wall panel with the roof panel in the eaves of the roof .............................................................65
2.14. PWD09-2 Joint of the wall panel with the roof panel in the eaves of the roof - option II BALEX METAL ............66
2.15. PWD10-1 Lengthwise joining of the roof panels (L > 18m) ................................................................................................67
2.16. PWD10-2 Lengthwise joining of the roof panels (L > 18m) - section A-A .....................................................................68
2.17. PWD11-1 Joint of the panels with the prefabricated gutter at the attic - option I BALEX METAL ........................69
2.18. PWD11-2 Joint of the panels with the prefabricated gutter at the attic - option II ....................................................70
2.19. PWD11-3 Joint of the panels with the prefabricated gutter at the attic - option III BALEX METAL.......................71
2.20. PWD11-4 Joint of the panels with the prefabricated gutter at the attic – option IV ..................................................72
2.21. PWD12/1 Roof ridge continuous skylight - longitudinal section ......................................................................................73
2.22. PWD12/2 Roof ridge continuous skylight – cross- section .................................................................................................74
2.23. PWD13 Roof ridge skylight – cross-section ...............................................................................................................................75
2.24. PWD14 Expansion gap ......................................................................................................................................................................76
2.25. PWD15/1 Installation of additional canopy roof at the wall - existing wall option ...................................................77
2.26. PWD15/2 Installation of additional canopy roof at the wall- basic option with the drip cap .................................78
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I. TECHNICAL SPECIFICATION OF THE ENCLOSURE MADE OF
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1. GENERAL INFORMATION – SANDWICH PANEL CONSTRUCTION
Balex Metal company provides a wide range of modern wall and roof sandwich panels with the expanded polystyrene
core with the PWS and PWD trademark.
The PWS and PWD sandwich panels consist of two stainless steel claddings and a construction – insulation core.
The core, made of self-extinguishing expanded polystyrene class PS-E FS-15, 16,2 kg/m3 density, is responsible for
transferring shear stresses, maintaining fixed distance between claddings and ensuring high thermal performance.
The joining of the panel claddings to the core with the use of single component glue characterises in high cohesion
on the entire surface and long term parameter replicability. Milling of each expanded polystyrene core joint inside the
sandwich panel results in their coupling and full thermal insulation, the core is solid and no delamination occurs.
The claddings of the panels are made of steel sheet S220GD, S250GD, S280GD of 0,50 to 0,60mm thickness, covered
with organic and metallic coatings. A panel with single side cladding made of coated sheet, used mainly for thermal
insulation. The main function of the cladding is transmission of the regular stress as well as protecting the facility from
weather conditions. The construction of the panel makes it very light yet of high load-bearing capacity and stiffness
allowing for larger support span (purlins, transoms).
The range of PWS and PWD sandwich panel production comprises 6 thicknesses, 3 profiles and 25 colours, which allows for
customisation of the elevation with balanced aesthetic and functionality values.
2. TECHNOLOGY OF PRODUCTION
The production process is continuous and performed on a fully automated assembly line The core is made of selfextinguishing expanded polystyrene class PS-E FS-15.
The technological production process of sandwich panels with an expanded polystyrene core is based on fully
automated feeding of the expanded polystyrene blocks, between two continuously moving steel tapes (with
previously profiled edges and main outline). The high quality and replicability of PWS and PWD sandwich panel
technical parameters were achieved through the use of the finest materials and constant control of all production
stages.
3. TYPES OF PANELS
We offer two types of sandwich panels:
PWS – wall panel of 1155 mm modular width (so called covering) allows for a quick installation of the construction
with the use of eyelet fasteners. It may be double sided (coated sheet on both sides) and single sided (coated sheet
on one side/unbleached paper with aluminium foil, coated with polyethylene of approx. 160g/m2 total basis weight,
on the other.
PWD – roof panel (may also be used as a wall panel) 1100 mm modular width, trapezoidal surface shape, guarantees
high load-bearing capacity for the transfer of service loads, as well as during installation. It is available as double sided
(coated steel on both sides) and single sided (coated sheet on one side/unbleached paper with aluminium foil, coated
with polyethylene of approx. 160g/m2 total basis weight, on the other). Due to trapezoidal surface shape the panel is
capable of auto compensation of the thermal expansion.This shape allows for the use of panel in dark colours which
characterize in high degree of sunlight energy absorption eliminating the risk of local bulging of the coating.
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Table1. Types of sandwich panels
Panel type
Panel
thickness [mm]
PWS wall panel
75
100
125
150
175
200
PWD roof panel
75 / 91,50
100 / 116,50
125 / 141,50
150 / 166,50
175 / 191,50
200 / 216,50
Half-panel PWS wall
panel
75
100
125
150
175
200
Panel shape
Modular width 1155
Modular width 1100
Modular width 1155
Laminated paper
Modular width 1100
Half-panel PWD roof
panel
75 / 91,50
100 / 116,50
125 / 141,50
150 / 166,50
175 / 191,50
200 / 216,50
Laminated paper
Microventilation ducts
4. SCOPE OF APPLICATION OF THE PANELS
Sandwich panels are commonly used as building material for light enclosure of industrial, warehouse, sports and
production halls, pavilions and commercial buildings, offices, social facilities, hangars, garages, workshops, administrative
buildings, public use facilities, storage rooms, carrying freezers, cold stores (including food industry facilities). The wide
range of colours and panel profiles allows for realisation of numerous facilities. The construction of the panels enables
quick and simple installation in vertical or horizontal configuration regardless of weather conditions.
Double-sided sandwich panels are to be used as wall, roof, ceiling elements. The single-sided are to be used only to
make thermal insulation claddings. The application of the panels should be in agreement with the technical design
in regard to Polish standards, construction codes and the resolutions of the ITB Technical Approval. When using
sandwich panels it is required to take into account decisions enclosed in the Ordinance of the Ministry of Spatial
Economy and Construction in the matter of technical conditions to which buildings and their location should comply
with (J. of L. No. 1/99, item. 140) taking into consideration fire classification for sandwich panels specified in this
catalogue ( chapter “Fire safety”). Wind load and support spacing in the wall elements and roof coverings should
not exceed the values specified in this catalogue. In respect to the acoustic values sandwich panels may be used in
industrial, commercial facilities or of a similar profile in cases where the indicated individual acoustic requirements are
not higher than those specified in this catalogue (“Noise reduction performance”). The panels may also be used for
objects with no acoustic requirements. Use of the panels with structures increasing their acoustic insulation and/or
limiting lateral sound transmission should be examined individually. Due to the heat and humidity characteristics the
panels may be used in the scope compliant with the mentioned above ordinance in the matter of technical conditions.
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5. TYPES OF SANDWICH PANEL JOINTS
The unique shape of the longitudinal joints with their optimal proportion between thickness of the feather and the
depth of the groove in both of the claddings on the inner as well as the outer side, substantially increased the fire
resistance parameters of the PWS wall panels.
In order to facilitate lengthwise joining of the panels and the gutter installation ( BALEX option) a factory undercut of
the lower cladding and the core has been introduced in the PWD roof panel as a standard.
The distinctive element is also the specially milled joint improving thermal performance in the joint point and also
facilitating the installation of the panels and their mutual pressure. Laboratory tests showed that in case of PWD panel
the required pressure power is 4 times lower.
For example to properly tighten the lock of the PWD 150 in a classical flat lock, the required pressure power is approx.
5 kN (~500 kg). In case of the same panel and the milled lock it is approx. 1,2 kN (~120 kg). In practice, it means that
the panels lock under their own weight. The way of panel installation recommended by Balex Metal is presented in
chapter 21.
PWS :
PWD :
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6. PWS SANDWICH PANEL - WALL TYPE
1) joint fasteners
2) double-sided shape of the panel joint in the
form of a double lock, increasing the joint
tightness
3) self adhesive polyurethane tape (PUS)
guarantying thermal insulation and joint
tightness applied on the construction site
4) self -extinguishing expanded polystyrene core
class PS-E FS-15
5) profiled external claddings, provide pleasing
aesthetic values
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7. PWD SANDWICH PANEL – ROOF TYPE
1) joint fasteners
2) self - drilling fastener or pop rivet
3) self adhesive polyurethane tape (PUS) guarantying thermal insulation and joint tightness applied at the
construction site
4) self-extinguishing expanded polystyrene core class PS-E FS-15; 16,2 kg/m3 density
5) unique custom milled joint, enabling easier installation and mutual pressing of the panels as well as improving
thermal insulation (patent application no. W-114316)
6) trapezoidal profile of the cladding improving the load-bearing capacity of the roof panel
7) chamber - water draining capillary groove
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8. BASIC TECHNICAL SPECIFICATION
Table 2. Technical specification
Cladding thickness [mm]
Panel type
1
standard
ext.
int.
2
3
custom made
ext.
Panel
thickness
[mm]
int.
4
5
75
75
100
100
125
PWS
150
coated metal sheet + coated
metal sheet
Panel length L [m]
min
max
Panel
mass
[kg/m2]
6
7
10
13,50
10,00
0,50
0,50-0,60
150
Panel length L [m]
min
max
Panel
mass
[kg/m2]
8
9
11
6,00
10,39
125
0,50
coated metal sheet + laminate 3)
2,00
17,004)
10,80
11,20
8,00
2,00
9,00
175
175
11,61
200
200
12,01
10,00
10,34
6,00
75
75
100
100
125
10,74
125
0,50
PWD
13,50
0,50
0,50-0,60
1,70
17,004)
11,15
150
150
11,55
175
175
11,96
200
200
12,36
8,00
1,70
9,00
10,00
5,95
6,35
6,76
7,16
7,57
7,97
6,09
6,49
6,90
7,30
7,71
8,11
1) minimum length of the panel with an undercut amounts to 4 m
2) mass indicator for PWS and PWD panels with a 0,50 mm thick sheet cladding.
In case of application of 0,60mm thick sheet cladding it is required to increase the mass of one running metre of:
- double-sided panel : PWS 1,57 kg, PWD 1,40 kg
- single-sided panel: PWS 0,78 kg, PWD 0,70 kg
3) unbleached laminated paper with aluminium foil and polyethylene (approx. 160 g/m2)
4) after consultations there is a possibility of manufacturing longer panels up to 18 m
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9. MATERIALS AND CLADDING COATINGS
9.1. Material
STEEL S220GD,S250GD,S280GD (acc. to PN-EN 10346)
•
•
•
•
increased parameter steel, galvanized on both sides permanently protected with anticorrosion coatings
sheet thickness: 0,50; 0,60 mm
coated with organic and metallic coatings
PWS and PWD sandwich panels are coated by foil from external side; in PWS there is a possibility of coating by
foil from both sides on customers demand
LAMINATE
• occurs only on the inner side of the sandwich panel
• unbleached laminated paper with aluminium foil and polyethylene (approx. 160 g/m2)
9.2. Coatings
Standard offer
POLYESTER
• thickness of the coating 25 μm
• for external use resistant to temperature changesand the weather conditions, good corrosion resistance
• colour scheme according to the Balex Metal colour palette.
POLYESTER MATT PEARL
•
•
•
•
thickness of the coating 35 μm
for external use resistant to temperature changesand the weather conditions, good corrosion resistance,
ideal for industrial and commercial facility roof tops
colour scheme according to the Balex Metal colour palette.
Offer on special demand
PVDF
• good corrosion and mechanical damage resistance, long lasting and fade resistant colours (in temperature up to
110ºC), easy to form, with fairly hard surface, which greatly prevents the accumulation of dirt and loss of gloss
• recommended for external use (external facing of the building)
• colour scheme according to the Balex Metal colour palette.
PCV(F) „food safe”
• white colour foil, special increased hardness coating
• for use in food industry facilities and cool stores, washable and resistant to most cleaning detergents
ALUZINC + Easyfilm®
• metallic coating : 150 and 185 g/m2 basis weight for each side of the sheet
• thickness of the coating - 20 μm (for 150 g/m2), 25 μm (for 185 g/m2)
• double-sided thermally applied coating in a continuous process, additionally protected with a thin organic
coating SPT (Special Protection Treatment), Easyfilm® (environmentally friendly, thin organic layer which protects
aluzinc coating against discoloration
• resistance to higher temperatures, high corrosive resistance, excellent heat and light reflection, good abrasive
resistance.
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10. CLADDING PROFILE SCHEME
R = GROOVED
61
61
61
61
T = TRAPEZOIDAL
G = FLAT
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11. COMBINATIONS OF PROFILE TYPES
The table below presents possible types of external and internal cladding profiles combination for particular types of
panels.
Table 3. Combinations of profile types
Panel
type
1
External
facing
Internal cladding
R
T
G
LAMINATED
PAPER
R
T
2
3
4
5
6
7
PWS
PWD
12. EXAMPLE OF PWS AND PWD PANEL MARKING
PWS sandwich panel:
BALEX PWS 100.1155
zew. 0,50 SP 25 μm 9006 - R / wew. 0,50 SP 25 μm 9010 - G
PWS
100
.
Name of the Thickness
panel
1155
Modular
width
zew.
0,50
SP 25 μ m
External
cladding
Metal sheet
thickness
Type of
coating
9006 - R
Colour
/
Type
of profiles
wew.
0,50
SP 25 μ m
Internal
cladding
Metal sheet
thickness
Type of
coating
9010 - G
Colour
Type
of profiles
PWD sandwich panel:
BALEX PWD 100/118.1100-P/150
zew. 0,50 SP 25 μm 3016 - T / wew. 0,50 SP 25 μm 9010 - T
PWD
100/118
Name of the
panel
Thickness
. 1100
Modular
width
zew.
0,50
SP 25 μ m
External
cladding
Metal sheet
thickness
Type of
coating
-
P/150
Overlap
length
3016 - T
Colour
Type
of profiles
/
wew.
Internal
cladding
0,50
SP 25 μ m
Metal sheet
thickness
Type of
coating
9010 - T
Colour
Type
of profiles
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13. CLADDING COLOUR SCHEME
Colour scheme according to the Balex Metal colour palette
Organic coatings
Polyester 25 μm :
9010,
9002,
9005,
9006,
9007,
3011,
3016,
5012,
8004,
8017,
8012,
7024,
7035,
6005,
6011,
6020,
5010,
1015,
1017,
1003
Polyester Matt PEARL
35μm:
8637M, 8620M, 3301M, 7591M, 6490M, 9005M
PVC(F) „food safe”
9010
PVDF:
colours to be set
Metallic coatings
Aluzinc + Easyfilm ™
AZ 150 ( 20 μm ), AZ 185 ( 25 μm )
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14. STRENGTH ISSUES
Table 4. Maximum load of very-bright- and bright-coloured single-span PWS wall panels with 0.50-mm-thick
cladding – load towards the support
core
thickness
75
100
125
150
175
200
load due to
Maximum load, kN/m2, at the span of [m]
2,10 2,40 2,70 3,00 3,30 3,60 3,90 4,20 4,50 4,80 5,10 5,40 5,70 6,00
bearing capacity
3,19
2,44
1,93
1,56
1,29
1,09
0,92
0,8
0,69
0,61
-
-
-
rigidity
1,66
1,34
1,1
0,91
0,75
0,63
0,53
0,44
0,37
0,32
-
-
-
-
bearing capacity
-
3,00
2,37
1,92
1,58
1,33
1,13
0,98
0,85
0,75
0,66
0,59
0,53
0,48
rigidity
-
1,60
1,34
1,14
0,98
0,84
0,73
0,63
0,55
0,48
0,42
0,37
0,32
0,28
bearing capacity
-
3,76
2,97
2,41
1,99
1,67
1,42
1,23
1,07
0,94
0,83
0,74
0,67
0,60
rigidity
-
2,12
1,81
1,55
1,34
1,17
1,02
0,90
0,79
0,70
0,62
0,55
0,49
0,44
bearing capacity
-
-
3,58
2,9
2,39
2,01
1,71
1,48
1,29
1,13
1,00
0,89
0,80
0,72
rigidity
-
-
2,27
1,97
1,72
1,51
1,33
1,18
1,05
0,93
0,83
0,75
0,67
0,61
bearing capacity
-
-
-
3,39
2,80
2,35
2,00
1,73
1,50
1,32
1,17
1,04
0,94
0,85
rigidity
-
-
-
2,39
2,09
1,85
1,64
1,46
1,31
1,17
1,06
0,95
0,86
0,78
bearing capacity
-
-
-
3,87
3,20
2,69
2,29
1,98
1,72
1,51
1,34
1,20
1,07
0,97
rigidity
-
-
-
2,81
2,48
2,20
1,96
1,75
1,58
1,42
1,29
1,17
1,06
0,97
Table 5. Maximum load of very-bright- and bright-coloured multi-span PWS wall panels with 0.50-mm-thick
cladding – load towards the support
core
thickness
75
100
125
150
175
200
load due to
2,10 2,40 2,70 3,00 3,30 3,60 3,90 4,20 4,50 4,80 5,10 5,40 5,70 6,00
bearing capacity
2,89
2,49
2,18
1,75
1,27
-
-
-
-
-
-
-
-
-
rigidity
1,83
1,54
1,32
1,14
0,99
-
-
-
-
-
-
-
-
-
bearing capacity
-
3,49
3,06
2,72
2,21
1,62
1,22
-
-
-
-
-
-
-
rigidity
-
1,71
1,47
1,28
1,13
1,01
0,90
-
-
-
-
-
-
-
bearing capacity
-
4,45
3,90
3,47
3,12
2,42
1,82
1,40
1,10
-
-
-
-
-
rigidity
-
2,22
1,92
1,69
1,49
1,33
1,20
1,08
0,98
-
-
-
-
-
bearing capacity
-
-
4,75
4,22
3,80
3,39
2,53
1,94
1,51
1,21
-
-
-
-
rigidity
-
-
2,38
2,09
1,86
1,66
1,50
1,36
1,24
1,13
-
-
-
-
bearing capacity
-
-
-
4,99
4,49
4,07
3,35
2,56
1,99
1,58
1,28
-
-
-
rigidity
-
-
-
2,51
2,23
2,00
1,81
1,64
1,50
1,38
1,27
-
-
-
bearing capacity
-
-
-
5,76
5,18
4,70
4,30
3,27
2,54
2,01
1,62
1,32
-
-
rigidity
-
-
-
2,92
2,60
2,34
2,12
1,93
1,76
1,62
1,49
1,38
-
-
Table 6. Maximum load of very-bright- and bright-coloured single-span PWS wall panels with 0,50-mm-thick
cladding – load from the support
core
thickness
75
100
125
150
175
200
load due to
2,10 2,40 2,70 3,00 3,30 3,60 3,90 4,20 4,50 4,80 5,10 5,40 5,70 6,00
bearing capacity
3,19
2,44
1,93
1,56
1,29
1,09
0,92
0,80
0,69
0,61
-
-
-
-
rigidity (3)
1,37
1,16
0,99
0,86
0,74
0,63
0,53
0,44
0,37
0,32
-
-
-
-
rigidity (2)
0,93
0,80
0,69
0,60
0,53
0,47
0,41
0,36
0,32
0,29
-
-
-
-
bearing capacity
-
3,00
2,37
1,92
1,58
1,33
1,13
0,98
0,85
0,75
0,66
0,59
0,53
0,48
rigidity (3)
-
1,33
1,16
1,02
0,91
0,80
0,72
0,63
0,55
0,48
0,42
0,37
0,32
0,28
rigidity (2)
-
0,90
0,80
0,71
0,64
0,57
0,52
0,47
0,42
0,38
0,35
0,32
0,29
0,26
bearing capacity
-
3,76
2,97
2,41
1,99
1,67
1,42
1,23
1,07
0,94
0,83
0,74
0,67
0,60
rigidity (3)
-
1,66
1,46
1,30
1,16
1,04
0,94
0,85
0,77
0,70
0,62
0,55
0,49
0,44
rigidity (2)
-
1,10
0,99
0,88
0,80
0,72
0,66
0,60
0,55
0,50
0,46
0,42
0,39
0,36
bearing capacity
-
-
2,58
2,90
2,39
2,01
1,71
1,48
1,29
1,16
1,00
0,89
0,80
0,72
rigidity (3)
-
-
2,07
1,81
1,60
1,42
1,26
1,13
1,02
0,91
0,82
0,74
0,67
0,61
rigidity (2)
-
-
1,50
1,36
1,23
1,12
1,03
0,94
0,87
0,80
0,74
0,68
0,63
0,59
bearing capacity
-
-
-
3,39
2,80
2,35
2,00
1,73
1,50
1,32
1,17
1,04
0,94
0,85
rigidity (3)
-
-
-
2,17
1,92
1,71
1,53
1,38
1,25
1,12
1,02
0,93
0,85
0,77
rigidity (2)
-
-
-
1,56
1,41
1,30
1,19
1,10
1,02
0,94
0,88
0,81
0,75
0,70
bearing capacity
-
-
-
3,87
3,20
2,69
2,29
1,98
1,72
1,51
1,34
1,20
1,07
0,97
rigidity (3)
-
-
-
2,52
2,24
2,01
1,81
1,63
1,48
1,34
1,23
1,12
1,02
0,94
rigidity (2)
-
-
-
1,74
1,60
1,47
1,35
1,25
1,16
1,08
1,01
0,94
0,94
0,82
rigidity (3) – load permissible due to not exceeding the deflection of a panel fastened with 3 fasteners at the width
rigidity (2) - load permissible due to not exceeding the deflection of a panel fastened with 2 fasteners at the width
Load per one fastener should not exceed 0,82 kN.
16
2011-02-15 09:42:51
Table 7. Maximum load of very-bright- and bright-coloured multi-span PWS wall panels with 0,50-mm-thick
cladding – load from the support
core
thickness
75
100
125
150
175
200
load due to
2,10 2,40 2,70 3,00 3,30 3,60 3,90 4,20 4,50 4,80 5,10 5,40 5,70 6,00
bearing capacity
2,89
2,49
2,18
1,75
1,27
-
-
-
-
-
-
-
-
-
rigidity (3)
1,48
1,25
1,08
0,93
0,81
-
-
-
-
-
-
-
-
-
rigidity (2)
1,11
0,93
0,80
0,69
0,59
-
-
-
-
-
-
-
-
-
bearing capacity
-
3,49
3,06
2,72
2,21
1,62
1,22
-
-
-
-
-
-
-
rigidity (3)
-
1,39
1,20
1,04
0,92
0,83
0,74
-
-
-
-
-
-
-
rigidity (2)
-
1,03
0,89
0,77
0,68
0,61
0,54
-
-
-
-
-
-
-
bearing capacity
-
4,45
3,90
3,47
3,12
2,42
1,82
1,40
1,10
-
-
-
-
-
rigidity (3)
-
1,80
1,56
1,37
1,21
1,08
0,98
0,88
0,80
-
-
-
-
-
rigidity (2)
-
1,35
1,16
1,02
0,90
0,80
0,72
0,65
0,59
-
-
-
-
-
bearing capacity
-
-
4,75
4,22
3,80
3,39
2,53
1,94
1,51
1,21
-
-
-
-
rigidity (3)
-
-
1,89
1,69
1,52
1,37
1,25
1,15
1,06
0,97
-
-
-
-
rigidity (2)
-
-
1,44
1,28
1,15
1,04
0,95
0,87
0,80
0,73
-
-
-
-
bearing capacity
-
-
-
4,99
4,49
4,07
3,35
2,56
1,99
1,58
1,28
-
-
-
rigidity (3)
-
-
-
1,99
1,79
1,62
1,48
1,36
1,25
1,16
1,08
-
-
-
rigidity (2)
-
-
-
1,52
1,36
1,23
1,13
1,03
0,95
0,88
0,82
-
-
-
bearing capacity
-
-
-
5,76
5,18
4,70
4,30
3,27
2,54
2,01
1,62
1,32
-
-
rigidity (3)
-
-
-
2,27
2,05
1,87
1,71
1,57
1,45
1,34
1,25
1,16
-
-
rigidity (2)
-
-
-
1,74
1,57
1,42
1,30
1,19
1,10
1,02
0,94
0,88
-
-
rigidity (3) - load permissible due to not exceeding the deflection of a panel mounted with 3 joints at the width
rigidity (2) - load permissible due to not exceeding the deflection of a panel mounted with 2 joints at the width
Load per one joint should not exceed 0,82 kN.
Table 8. Maximum load of very-bright- and bright-coloured single-span PWD roof panels with 0.50-mm-thick
cladding
core
thickness
75
100
125
150
175
200
load due to
2,10 2,40 2,70 3,00 3,30 3,60 3,90 4,20 4,50 4,80 5,10 5,40 5,70 6,00
bearing capacity
2,01
1,76
1,56
1,41
1,28
1,17
1,08
1,01
0,94
0,84
-
-
-
rigidity
1,91
1,52
1,23
1,00
0,82
0,68
0,57
0,47
0,39
0,33
-
-
-
-
bearing capacity
-
2,46
2,18
1,97
1,79
1,64
1,51
1,40
1,31
1,23
1,15
1,03
0,92
0,83
rigidity
-
1,82
1,52
1,28
1,09
0,93
0,80
0,69
0,60
0,52
0,45
0,40
0,35
0,30
bearing capacity
-
3,16
2,81
2,52
2,30
2,10
1,94
1,80
1,68
1,58
1,49
1,40
1,26
1,13
rigidity
-
2,41
2,04
1,74
1,50
1,30
1,14
1,00
0,88
0,77
0,68
0,61
0,54
0,48
bearing capacity
-
-
3,43
3,08
2,80
2,57
2,37
2,20
2,06
1,93
1,81
1,71
1,60
1,44
rigidity
-
-
2,56
2,21
1,92
1,68
1,48
1,31
1,16
1,04
0,93
0,83
0,75
0,67
bearing capacity
-
-
-
3,64
3,31
3,03
2,80
2,60
2,43
2,28
2,14
2,02
1,92
1,75
rigidity
-
-
-
2,68
2,34
2,07
1,83
1,63
1,46
1,31
1,18
1,06
0,96
0,87
bearing capacity
-
-
-
4,20
3,82
3,50
3,23
3,00
2,80
2,63
2,47
2,33
2,21
2,07
rigidity
-
-
-
3,15
2,77
2,45
2,19
1,96
1,76
1,59
1,44
1,30
1,18
0,98
With load working from the support, load per one fastener should not exceed 0,75 kN.
Table 9. Maximum load of very-bright- and bright-coloured multi-span PWD roof panels with 0.50-mm-thick
cladding
core
thickness
75
100
125
150
175
200
load due to
2,10 2,40 2,70 3,00 3,30 3,60 3,90 4,20 4,50 4,80 5,10 5,40 5,70 6,00
bearing capacity
1,85
1,60
1,40
1,25
1,12
1,02
0,93
0,77
0,65
0,55
0,47
0,41
-
rigidity
2,26
1,90
1,63
1,41
1,23
1,08
0,96
0,85
0,76
0,68
0,62
0,56
-
-
bearing capacity
-
2,29
2,01
1,79
1,61
1,46
1,34
1,23
1,14
0,91
0,77
0,66
0,57
0,50
rigidity
-
2,04
1,76
1,54
1,36
1,22
1,09
0,98
0,89
0,81
0,74
0,68
0,62
0,57
bearing capacity
-
2,97
2,61
2,32
2,09
1,90
1,74
1,60
1,48
1,34
1,13
0,96
0,83
0,73
rigidity
-
2,57
2,23
1,96
1,74
1,56
1,40
1,27
1,16
1,06
0,97
0,89
0,82
0,76
bearing capacity
-
-
3,21
2,86
2,58
2,34
2,14
1,97
1,83
1,70
1,54
1,30
1,12
0,97
rigidity
-
-
2,70
2,38
2,12
1,90
1,72
1,56
1,42
1,31
1,20
1,11
1,03
0,95
bearing capacity
-
-
-
3,40
3,06
2,78
2,55
2,35
2,17
2,02
1,89
1,68
1,44
1,25
rigidity
-
-
-
2,81
2,50
2,25
2,04
1,85
1,70
1,56
1,44
1,33
1,23
1,15
bearing capacity
-
-
-
3,95
3,56
3,23
2,93
2,72
2,52
2,35
2,20
2,06
1,79
1,55
rigidity
-
-
-
3,23
2,89
2,60
2,36
2,15
1,97
1,81
1,67
1,55
1,44
1,34
With load working from the support, load per one fastener should not exceed 0,75 kN.
17
2011-02-15 09:42:51
Table 10. Permissible span of single-span and multi-span PWD sandwich roof panels under tropical coat.
core
thickness
[mm]
Maximum span
[m]
0oC
-5oC
-25oC
100
6,30
5,10
-
125
6,30
5,70
3,40
150
6,30
6,30
3,40
175
-
-
4,20
200
-
-
4,50
Notes on using tables:
- permissible load for one fastener should not exceed 1 kN
- given permissible load and maximum span spacing apply to sandwich panels with light colour claddings
- the minimum in-between support width is 60mm and end supports width is 40mm
- values given in tables do not apply to half – panels with outer side steel coating and laminate on the inner side
15. THERMAL INSULATION
Table 11. The value of the heat transfer coefficient Uc determined with design value of the polyester heat transfer
coefficient 10ºC, λobl = 0,039 W/mK.
Item
Type of panel
1
2
Core thickness [mm]
UC
[W/m2K]
3
4
1
75
0,50
2
100
0,38
3
125
0,30
4
150
0,25
5
175
0,22
6
200
0,19
7
75
0,54
8
100
0,41
9
125
0,32
PWS wall panels
PWD roof panels
10
150
0,26
11
175
0,22
12
200
0,20
18
2011-02-15 09:42:52
Table 12. PWS panel insulating power for cooling facilities
Heat flux density [W/m2]
Panel type
Temperature
difference Δt
PWS 75
PWS 100
1
PWS 125
PWS 150
PWS 175
PWS 200
0,18
Heat transfer coefficient [W/m2K]
Item
[K]
0,47
0,36
0,29
0,25
0,21
1
2
3
4
5
6
7
10
4,70
3,60
2,90
2,50
2,10
1,79
2
15
7,05
5,40
4,35
3,75
3,15
2,69
3
20
9,40
7,20
5,80
5,00
4,20
2,58
4
25
11,75
9,00
7,25
6,25
5,25
4,48
5
30
14,10
10,80
8,70
7,50
6,30
5,37
6
35
16,45
12,60
10,15
8,75
7,35
6,27
7
40
18,80
14,40
11,60
10,00
8,40
7,16
8
45
21,15
16,20
13,05
11,25
9,45
8,06
9
50
23,50
18,00
14,50
12,50
10,50
8,95
10
55
25,85
19,80
15,95
13,75
11,55
9,85
11
60
28,20
21,60
17,40
15,00
12,60
10,74
12
65
30,55
23,40
18,85
16,25
13,65
11,64
13
70
32,90
25,20
20,30
17,50
14,70
12,53
14
75
35,25
27,00
21,75
18,75
15,75
13,43
15
80
37,60
28,80
23,20
20,00
16,80
14,32
16
85
39,95
30,80
24,65
21,25
17,85
15,22
17
90
42,30
32,40
26,10
22,50
18,90
16,11
18
95
44,65
34,20
27,55
23,75
19,95
17,01
19
100
47,00
36,00
29,00
25,00
21,00
17,90
The recommended scope of application
is marked with colour
ATTENTION!
a) Carrying freezer minimum temperature, for which the use of PWS expanded polystyrene panels is efficient,
is -20 oC
b) In the summer season the appropriately assumed outside temperature is 35oC
c) In the winter season the appropriately assumed outside temperature is -20oC
Example1:
In order to check, which panels are suitable for carrying freezer with the inside temperature of -20oC
Δt = 35 + | -20 | = 55
Check in line 10, with Δt = 55, which of the panels is ≤ 10 W/m2 flux density.
The only possible choice: PWS 200 is in column 7.
Example 2:
In order to check, which panels are suitable for a division wall between two rooms, with -20oC inside temperature in
one and 0oC in the other
Δt = 0 + 20 = 20
Check in line 3, with Δt = 20, which of the panels is ≤ 10 W/m2 flux density.
The result is that even PWS 75 panel found in column 2 fulfills the minimum insulation requirements.
Units: 1oC = 1K
Conversion from oC do K: K = 273,15oC
19
2011-02-15 09:42:52
16. FIRE SAFETY
Walls made of PWS panels have received fire classification presented in the table below and have E60 fire integrity,
provided that supporting structure of the fire resistance of at least R30 is used and the maximum spacing between the
bearing elements in the case of walls is 3 m. In order to retain this fire integrity parameter, no heavy elements, such as
installations, ventilation pipes, etc., can be suspended on the wall made of sandwich panels.
In the case of roofing, the fire tightness is E30, provided that the supporting structure is applied.
Table 13. Fire classification of PWS panels.
Types of panels
Panel thickness
[mm]
Class of reaction to fire
according to EN 13501-1:2004
1
2
3
Balex PWS
100 to 200
B-s2, d01)
Classification according to the
ITB 401/2005 manual
non-flammable, not dripping and
not dropping off when exposed
to fire
1)
Provided that the panels are mounted directly to A1- or A2-class elements, the classification pertains to the method of joining the panels in the
corner, in accordance to AT-15-4765/2007
Table 14. Fire resistance of walls made of PWS panels.
Wall made of panels
1
Panel thickness [mm]
Degree of fire spread
wg PN-90/B-02867
Fire resistance of
non-bearing walls, in
accordance with
PN-B-02851-1:1997
Fire resistance of
non-bearing walls, in
accordance with
PN-EN 13501-2:2005
2
3
4
5
(NRO) NFS Non Fire
Spreading
-
-
E 60
E60 / EW 60
-
-
75
BALEX PWS
100 to 200
BALEX single-sided panels
1)
75 to 200
(NRO) NFS Non Fire
Spreading 1)
Provided that the panels are mounted to the non-flammable surface, at least A2-s3,d0 class of reaction to fire
In the case of roof coverings, the fire tightness is E30, provided that the supporting structure is applied.
Table 15. Fire resistance of roof coverings made of PWD panels.
Roof covering made of
panels
1
Panel thickness, mm
Degree of fire spread
ITB 401/2004
Resistance of roofing to
outer fire according to
EN 13501-5
Fire resistance of loaded
roof coverings according
to PN-B-02851-1:1997
2
3
4
5
-
75, 100
BALEX PWD
125 do 200
BALEX single-sided panels
(NRO) NFS Non Fire
Spreading
BROOF (t1)
75 do 200
E 30
-
Fire resistance classification means that the fire integrity criterion for walls and roofs made of PWS and PWD panels
is met in at least the number of minutes specified after E.
NRO means that the panel has been classified as an element that does not spread fire.
20
2011-02-15 09:42:52
17. CORROSION RESISTANCE
The research conducted in the Warsaw Building Research Institute in the Department Of Durability And Protection Of
Buildings showed that BALEX METAL PWS and PWD sandwich panels with expanded polystyrene core meet the EN
ISO 12944-2 requirements in classes C1 to C3.
PWS and PWD panels with claddings covered with organic coatings SP 25 or SP 35 or PVDF 25 on the face side of the
panel may be utilized in C1, C2, C3 corrosion class environment acc. to EN ISO 12944-2 standard.
PWS and PWD panels with claddings protected with AZ185 aluminium and zinc coating may be utilized in C1, C2, C3
corrosion class environment acc. to EN ISO 12944-2 standard.
PWS and PWD panels with claddings protected with AZ150 aluminium and zinc coating may be utilized in C1, C2
corrosion class environment acc. to EN ISO 12944-2 standard.
Corrosion classes and example of typical environments acc. to EN ISO 12944-2
C1 corrosion class
• indoors – heated buildings with a clean atmosphere e.g. offices, shops, schools and hotels
C2 corrosion class
• outdoors – slightly polluted atmosphere, mainly countryside
• indoors – not heated buildings with a possibility of condensation e.g. warehouses, sports halls
C3 corrosion class
• outdoors – urban and industrial atmospheres, medium pollution with sulphur oxide (IV), coastal area with low
salinity
• indoors – production rooms with high humidity and certain level of air pollution e.g. food industrial facilities,
laundries, breweries, dairies.
18. NOISE REDUCTION PERFORMANCE
PWS and PWD sandwich panels are characterized by the following noise reduction parameters in the 75 mm to 200
mm core thickness scope.
Table 16. Noise reduction index
Types of panels
Core thickness [mm]
RW [dB]
RA1 [dB]
RA2 [dB]
Balex PWS
75 to 200
>26
>24
>22
Balex PWD
75 to 200
>23
>22
>20
NOTE: In the design process the given values should be decreased by 2 dB in accordance with PN-B-02151-3:1999 standard
requirements
RW - weighted noise reduction index
RA1 - noise reduction assessment index
RA2 - noise reduction assessment index
Values of the indexes in table were calculated acc. to EN-ISO 717-1:1999 based on research acc. to EN 20140-3:1999.
The above indexes mean that soundwise PWS and PWD sandwich panels may be used in following types of facilities:
- enclosures of walls and roofs of industrial and sports halls, production and storage facilities, for constructing
commercial, service and gastronomic pavilions, construction site back-up facilities, administration and social
buildings if they meet individually settled acoustic requirements.
- for construction of buildings that do not have to meet any acoustic requirements
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19. FASTENERS
PWS and PWD sandwich panels are fastened to a steel construction with the use of self-drilling fasteners. Due to
that it is possible to avoid initial drilling of holes in the panel and the construction. Moreover self-drilling fasteners
increase the quality of the fastening and limit the number of used tools. In the case of self-drilling fasteners a
new drilling bit is used as the fastener is to be used once only which influences the fastening durability. Fasteners
are made of hardened carbon steel with anti-corrosion protective coating. All fasteners are equipped with cured
EPDM gaskets. The application of EPDM increases the rigidity and tightness of the connection.
Table 17. PWS and PWD sandwich panel fasteners
PWS
Fastener
type
Support
wall
thickness
[mm]
75
100
125
150
175
200
1
2
3
4
5
6
7
8
LB 1
1,50 - 5,00
LB 1D
LB 1E
LB 1N
LB 1P
LB 1T
LB 1U
LB 2
3,00 - 12,00
LB 2M
LB 2D
LB 2E
LB 2P
LB 2T
LB 2U
LB 3
> 12
Individually adjusted to a particular order
LB 4
Concrete base
LB 5
Wooden base
175
200
LB 6
Flashing fastening joint
LB 7 stainless
steel made
1,50-5,00
LB 8 stainless
steel made
3,00-12,00
LB 9 stainless
steel made
> 12,00
LB 10 stainless
steel made
Concrete brick
base
PWD
Fastener
type
Support
wall
thickness
[mm]
75
100
125
150
1
2
3
4
5
6
7
8
LB 1
1,50 - 5,00
LB 1E
LB 1N
LB 1P
LB 1S
LB 1V
LB 1W
LB 2
3,00 - 12,00
LB 2D
LB 2N
LB 2P
LB 2S
LB 2V
LB 2W
LB 3
> 12
LB 4
Concrete base
LB 5
Wooden base
LB 6
Flashing fasteners
LB 7 stainless
steel made
1,50-5,00
LB 8 stainless
steel made
3,00-12,00
LB 9 stainless
steel made
> 12,00
LB 10 stainless
steel made
Concrete brick
base
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20. FASTENING ROOF PANELS LENGTHWISE
Recommended roof inclination for PWD roof panels is:
>7 % - for panels fastened lengthwise or with
roof skylights
>5 % - for continuous panels and without
roof skylights
PWD panels have endings formed at the production stage that facilitate gutter assembly next to the eaves (BALEX
option) or lengthwise panel fastening.
gth
l len
L - Pane
A
- standard 50 mm next to the eaves
(BALEX variant)
- standard 150 mm next to the overlap
- max. 200 mm next to the overlap
Undercut
thickness
A[mm]
Minimum panel
length
Lmin[mm]
50
4000
80
4500
100
4600
150
4800
200
5000
PWD panel is produced exclusively as Left:
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21. GENERAL ASSEMBLY GUIDELINES
Before starting assembly it is recommended to verify the carrying construction in terms of precision of performance
and its accordance with the design.
PWS and PWD panels are secured against dirt and damage with a protective foil applied to claddings in the production
process. It is recommended to remove the protective foil from claddings which are to form the internal side of the
building, before fastening them to the construction. In the case of external claddings the protective foil should be
removed within 1 month from the date of production. It will prevent both the foil from binding permanently with
protective varnish of claddings and varnish from getting dirty while removing the foil.
Fig 1.
For sandwich panel fastening it is recommended to use appropriate fasteners depending on type of carrying
construction and panel core thickness. Types of fastening elements are specified in chapter FASTENERS. To fasten
sandwich panels to a steel construction with thickness not exceeding 12 mm it is recommended to use self–drilling
fasteners made of hardened galvanized carbon steel. All fasteners are equipped with cured EPDM gaskets, which
allows for long-term use with retention of the elasticity of the sealing element.
In the case of steel base (> 12 mm thickness) or wood base – special self–drilling fasteners, with properly shaped
working thread profile, are recommended.
For concrete constructions special fasteners with a stretcher element or self–tapping fastener, with properly shaped
working thread profile, are recommended.
For screwing in fasteners use specialised power tools. Drivers should be equipped with a proper long join
driving head and a penetration depth limiter, fig. 2. This guarantees appropriate assembly i.e. maintaining
perpendicular location of a particular fastener in relation to a panel, minimised risk of damaging panels’
surface and tightness of the fastening fig. 3. It is possible to use universal drivers with standard short heads.
However, tools of this type should be equipped with a penetration depth limiter. Optimal parameters of power
tools for sandwich panel assembly are provided in the list below:
-
power 600 - 750 W
rotation 1500 - 2000 rpm.
torque 600 - 700 Ncm
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Fig 2.
- too loose (undertightened)
- correct
- too tight (overtightened)
Fig 3.
After cutting and drilling it is necessary to remove all the metal chips and fillings which can cause discoloration of the
cladding surface. The tightness of the enclosure is obtained through the use of appropriate tapes and sealing foams.
All cladding sheet varnish damages that occurred during installation should be protected with touch-up paint.
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PWD panel assembly example:
PUS sealing tape
PWD panel
Ground beam
120x120
Pop rivet
Fastener PWD
Support
PWS panel assembly example:
PUS sealing tape
PWS panel
Support
Fastener PWS
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PWS panel assembly example:
Tightening belt
Hall frame pillar
Wall transom
Board
Board
Reference assembly drawing
Press the panel to the required crevice in the joining
FORCE DIRECTION
Board
Hall frame pillar
Wall transom
FORCE DIRECTION
Board
FORCE DIRECTION
Board
Reference assembly drawing
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22. TRANSPORT GUIDELINES
Recommended means of transport and its technical conditions:
Lorries with an open load-carrying body or an open trailer enabling loading long panels (up to 13,60 metres) from
both sides of a car constitute the basic means of transport for sandwich panels.
The following technical conditions are recommended for vehicles transporting sandwich panels:
-
load-carrying body with canvas cover (‚CURTAIN’ type)
load-carrying body longer than transported panels (a package of panels should be placed on the platform in its
entire length).
transport belts holding the load should be placed on a package of panels on each support (belt tension should
not cause panels to deform)
Table 18. Way of sandwich panel packaging
Number of sandwich panels in a package
Panel thickness
[mm]
PWS/PWD - double-sided metal sheets
PWS - with laminate
[pcs]
PWD with laminate
[pcs]
75
14
11
100
10
8
125
8
7
150
7
6
175
6
5
200
5
5
36 double-sided PWS 100.1155 wall panels with the length of 12 m is set as the example load (498.96 m2).
The number of packages for the whole load is:
the number of panels/the number of panels of particular thickness in a package = 36/10 = 3 packages x 10 pcs and 1
package 6 pcs
Total load weight is:
total panel surface x weight of 1m2 = 498.96 x 10.39 ≈ 5184.19 kg
Transport requirements regarding load:
· Load carrying body length min. 12.5m
· Load capacity min. 6,50 t
A truck-tractor with a covered trailer min 2,45 – 2,60 m wide is an optimal means of transport for the load specified
above. The load is placed in two piles, two panel packages each.
Unloading, transport:
During loading and unloading extreme caution should be kept, one should avoid point supports as it may lead to
damaging the cladding of the lowest panel. In order to avoid this problem you should distribute the load over a
greater surface area. You should also pay attention not to drag one panel along another one not to scratch it.
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Panel storage:
Sandwich panels should be stored on ground beams, not less than 250mm over the ground. It is allowed to
store two packages placed one on another at the most. It is recommended to store panels in airy rooms, at
normal temperature, far away from acids, lye, salts and other corrosive substances. Storing uncovered panels is
unacceptable. In case of storing panels under canvas cover for a short period of time (a fortnight at the most) you
should ensure free air flow. If storing period is longer than 2 weeks panels should be placed in a well ventilated
room and left uncovered as well as provided with free access to air in order for all layers to be ventilated. Not
following these recommendations can lead to coating decolouration, so called‚ white rust’, permanent core
damage as well as loss of warranty.
Minor repairs and maintenance:
All damage to coating caused during transport or assembly should be covered with touch up paint. Maintenance of
sandwich panels consists in performing regular inspections and securing possible damages. During inspection close
attention should be paid to uncovered edges and joints.
Notes concerning usage:
Sandwich wall panels with dark claddings are characterized by high heat absorption capacity which can cause local
deformation of facings’ surface in the period of high air temperatures. As a result allow for panels’ thermal motion and
use panels of limited length. This effect does not have any influence on the properties of sandwich panels but the
producer warns that clients purchase wall panels in those colours at their own risk and do not have rights to claim
against the producer due to this fact. Local deformations in roof panel surface practically does not occur.
Pursuant to the EN 14509 standard, it is assumed that sheets in dark colours heat to the temperature of 90ºC. Therefore,
Balex Metal shall not be responsible for any damages caused by high temperature, which may result in changing the
position of the cladding in some places. Dark colours are defined in Item E.33 of the EN14509 standard.
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23. CERTIFICATION DOCUMENTS
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II. DETAILED CONSTRUCTION SOLUTIONS OF ENCLOSURES
MADE OF PWS AND PWD SANDWICH PANELS
WITH EXPANDED POLYSTYRENE CORE
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1. PWS wall panel
1.1. PWS 01
PWS wall panel - joint, types of profiles
Modular width 1155
Recommended spacing of PWS fastening
Modular width 1155
Modular width 1155
Detail A
Detail B
PUS tape
TYPES OF PROFILES
EXTERNAL CLADDINGS:
Modular width 1155
grooved
INTERNAL CLADDINGS:
Modular width 1155
grooved
Modular width 1155
flat
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1.2. PWS 02
Panel fastening - vertical panel arrangement
Modular width 1155
Modular width 1155
Modular width 1155
1. PWS wall panel
2. LB 1 or LB 2 PWS wall panel fastener
3. PES 3x20 self – adhesive sealing tape (recommended)
4. Wall transom acc. to construction design
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1.3. PWS 03
Supporting the panels on the ground beam or the foundations – vertical panel arrangement
1. PWS wall panel
2. OBR 100 flashing
3. OBR 101 flashing
5. LB 6 self – drilling fastener or blind AL/Fe rivet approx. every 300 mm.
6. PUS 5x40 self- adhesive sealing tape
7. Butyl sealing tape (recommended )
8. Panel joint sealant
9. Impregnated polyurethane seal 20 mm thick
10. Angle acc. to construction design
11. Damp proof insulation acc. to architecture design
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1.4. PWS 04
Supporting panels below the top of the ground beam or the foundations – vertical panel
arrangement
1. PWS wall panel
2. OBR 100 flashing
3. OBR 101 flashing
4. LB 1 or LB 2 PWS wall panel fasteners
7. Butyl sealing tape (recommended)
11. Cladding with approx. 10 mm width gap in case of increased thermal insulation requirements
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approx. 23mm
1.5. PWS 05
Supporting the panels on the ground beam or the foundations – horizontal panel
arrangement
1. PWS wall panel
2. OBR 102 flashing
4. PES 3x20 self- adhesive sealing tape (recommended)
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approx. 23mm
1.6. PWS 06
Supporting the panels bellow the top of the ground beam or the foundations – horizontal
panel arrangement
1. PWS wall panel
2. OBR 102 flashing
7. Z profile acc. to construction design
8. Damp proof insulation acc. to architecture desig
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1.7. PWS 07
Joining panels in the corner - horizontal or vertical panel arrangement - option I
min.10
1. PWS wall panel
2. OBR 104 flashing
3. OBR 05 flashing
5. Polyurethane seal or assembly foam
6. Cladding with approx. 10 mm width gap in case of increased thermal insulation requirements
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1.8. PWS 08
Joining panels in the corner - horizontal or vertical panel arrangement - option II
min.50
min.10
1. PWS wall panel
2. OBR 104 flashing
3. OBR 05 or OBR 109 flashing
4. LB 6 self–drilling fastener or blind rivet AL/Fe approx. every 300 mm
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1.9. PWS 09
Joining panels in the corner - horizontal or vertical panel arrangement - option III
min.50
min.10
1. PWS wall panel
2. OBR 103 flashing
3. OBR 104 flashing
4. LB 6 self–drilling fastener or blind AL/Fe rivet approx. every 300 mm
6. PES 3x20 self-adhesive sealing tape (recommended)
8. Pillar acc. to construction design
9. Transom acc. to construction design
40
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1.10. PWS 09/1
Joining panels in the corner - horizontal or vertical panel arrangement
min.50
min.10
1. PWS wall panel
2. OBR 103 flashing
3. OBR 104 flashing
4. OBR 111 flashing
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1.11. PWS 10
Joining panels in the corner - horizontal or vertical panel arrangement - option IV
min.50
min.10
1. PWS wall panel
2. OBR 103 flashing
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min.30
1.12. PWS 11
Lengthwise panel joining - vertical panel arrangement
1. PWS wall panel
2. OBR 100 flashing
4. Butyl sealing tape (recommended)
8. Assembly foam
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1.13. PWS 12/1
Fastening panels to the outermost support - horizontal panel arrangement - option I
min.10
1. PWS wall panel
2. OBR105 flashing
6. Impregnated polyurethane seal (recommended)
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1.14. PWS 12/2
Fastening panels to the outermost support - horizontal panel arrangement - option II
min.10
1. PWS wall panel
2. OBR 110 flashing (item 4. fastener cuttings to be made during assembly)
3. OBR 111 flashing
5. LB 6 self – drilling fastener approx. every 300 mm
7. Impregnated polyurethane seal (recommended)
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1.15. PWS 13
Fastening panels to the intermediate support - horizontal panel arrangement
1. PWS wall panel
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1.16. PWS 14
Joining panels to the window strip - horizontal panel arrangement - option I
LONGITUDINAL SECTION
CROSS SECTION
min.30
outer side
1. PWS wall panel
2. OBR 104 flashing
3. OBR 106 flashing
4. OBR 100 flashing
5. Individual flashing
9. PUS 5x40 self-adhesive sealing tape
11. Butyl sealing tape
14. Assembly foam
16. Window mounting flat bar
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1.17. PWS 15
Joining panels to the window strip - horizontal panel arrangement - option II
(for panels of 75, 100 thickness)
LONGITUDIUNAL SECTION
CROSS SECTION
outer side
outer side
1. PWS wall panel
2. OBR 106 flashing
3. OBR 104 flashing
4. OBR 100 flashing
14. Assembly foam
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1.18. PWS 16
Joining panels to the window strip – vertical or horizontal panel arrangement - option III
LONGITUDINAL SECTION
CROSS SECTION
min.30
outer side
1. PWS wall panel
2. OBR 104 flashing
3. OBR 107 flashing
10. Butyl sealing compound
12. Assembly foam
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min.200
Modular width
Modular width
min.200
1.19. PWS 17/1
Joining panels to the PCV window - vertical or horizontal panel arrangement
outer side
1. PWS wall panel
2. OBR 107 flashing
3. Impregnated polyurethane gasket or foam
4. PCV window
50
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1.20. PWS 17/2
Joining panels to the PCV window - vertical or horizontal panel arrangement – section X-X
outer side
1. PWS wall panel
2. OBR 107 flashing
3. LB 6 self – drilling fastener or blind AL/Fe rivet approx. every 300 mm
6. PCV window
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panels
modular axis
1.21. PWS 18
Fastening panels, sliding joint - vertical panel arrangement
5. Steel gasket (sh. 4x68x100)
7
G - thickness of the shelf
of the angle bar (item 7)
1. PWS wall panel
2. M 6 screw with a counter nut
4. Cured EPDM gasket (recommended T19/3/6, 7 SFS)
5. Steel gasket (sh. 4x68x100) – individual
52
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2. PWD Roof sandwich panels
2.1. PWD
Roof sandwich panels, joint, types of profiles
Modular width 1100
Modular width 1100
Special milled lock
Modular width 1100
PUS tape
TYPES OF PROFILES
EXTERNAL CLADDING:
Modular width 1100
trapezoidal
INTERNAL CLADDING:
Modular width 1100
trapezoidal
53
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2.2. PWD 02/1
Fastening panels to the purlins
Modular width 1100
Modular width 1100
1. PWS wall panel
2. PWD panel fastener
6. Purlin acc. to construction design
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2.3. PWD 02/2
Fastening panels to the purlins - section X-X
ok. 300
1. PWS wall panel
55
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2.4. PWD 03
Panel flashing in case of a monopitch roof
≥a
300
0
≥20
Note:
OBR 104/1 for an obtuse corner applied
for 6° angle
OBR 104/2 for an obtuse corner applied
for 22° angle
1. PWD roof panel
2. OBR 53 flashing
3. OBR 104 flashing
5. TUP 18 sealing tape
6. TUN 18 sealing tape
7. Assembly foam or polyurethane seal
56
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2.5. PWD 04/1
Gable-end roof edge
max 300
1. PWD roof panel
2. PWS wall panel
3. OBR 104 flashing
4. OBR 60 flashing
5. LB 6 self – drilling fastener or blind AL/Fe rivet approx. every 300 mm
57
2011-02-15 09:42:57
2.6. PWD04/2
Gable-end roof edge
max 300
1. PWD roof panel
2. PWS wall panel
3. OBR 104 flashing
4. OBR 60 flashing
58
2011-02-15 09:42:57
2.7. PWD 05
Joint of the PWD panels with the PWS wall panel by the attic
1. PWD roof panel
2. PWS wall panel
3. OBR 112 flashing
7. LB 6 self – drilling fastener or blind AL/Fe rivet approx. every 300 mm (tight rivet on the external cladding of the
roof )
11. Angle fastened to the purlins acc. to construction design
13. Top cladding 30 mm bend out
59
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2.8. PWD 06
Joint of the panels at the roof ridge
1. PWD roof panel
3. OBR 104 flashing
9. Insulation material or assembly foam
11. OBR 65 flashing
60
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2.9. PWD 07/1
Joint of the panels with the internal gutter - option I BALEX
1. PWD roof panel with an undercut core
2. Internal profile of the gutter
3. External profile of the gutter
4. LB 6 self–drilling fastener approx. every 300 mm
8. Heat-insulating material of the gutter
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2011-02-15 09:42:58
2.10. PWD 07/2
Joint of the panels with the internal gutter - option II
1. PWD roof panel with an undercut core
10. Panel core with an approx. 30 mm undercut
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2011-02-15 09:42:59
2.11. PWD 08/1
Joint of the panels with the prefabricated internal gutter - option I - BALEX METAL
1. PWD roof panel
2. Prefabricated gutter acc. to architecture design (with a pitch)
63
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2.12. PWD 08/2
Joint of the panels with the prefabricated internal gutter - option II
1. PWD roof panel
64
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2.13. PWD 09/1
Joint of the wall panel with the roof panel in the eaves of the roof – option I
max 300
Note:
OBR104/1 for an obtuse corner applied
for 6° angle
for 22° angle
1. PWD roof panel
2. PWS wall panel
3. OBR 59 flashing
4. OBR 57 flashing
5. OBR 104 flashing
6. PWD and PWS panel fastener
7. Blind AL/Fe rivet or LB 6 self–drilling fastener approx. every 300 mm
8. LB6 self–drilling fastener
13. Gutter stay
14. Gutter
15. Gutter hook
65
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2.14. PWD 09/2
Joint of the wall panel with the roof panel in the eaves of the roof - option II BALEX
max 300mm
Note:
for 6° angle
for 22° angle
1. PWD roof panel
2. PWS wall panel
3. OBR 62 flashing
4. OBR 104 flashing
5. OBR 59 flashing
6. LB 6 self–drilling fastener
7. PWD and PWS panel fastener
12. Gutter stay
13. Gutter
14. Gutter hook
66
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2.15. PWD 10/1
Lengthwise joining of the roof panels (L > 18m)
A
A
Notes:
1. Standard undercut depth A = 150 mm
2. Maximum undercut depth A = 150 mm
3. Minimum length of the element with the undercut is 3500 mm
1. PWD roof panel
4. PES 3x20 self-adhesive sealing tape
6. Impregnated polyurethane seal or assembly foam
7. Section acc. to construction design
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2.16. PWD 10/2
Lengthwise joining of the roof panels (L > 18m) - section A-A
A-A
1. PWD roof panel
4. Butyl sealing tape–laid on entire width of the
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min. 40
2.17. PWD 11/1
Joint of the panels with the prefabricated gutter at the attic - option I BALEX
1. PWD roof panel
2. PWS wall panel
4. OBR 112 flashing
8. PWD and PWS panel fastener (tight rivet on the ext. cladding of the roof and gutter)
69
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min. 40
2.18. PWD 11/2
Joint of the panels with the prefabricated gutter at the attic - option II
1. PWD roof panel
2. PWS wall panel
4.OBR 112 flashing
70
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2.19. PWD 11/3
Joint of the panels with the prefabricated gutter at the attic - option III BALEX
Insulating panel of the
thickness of G=40mm
1. PWD roof panel
2. PWS wall panel
5. OBR 112 flashing
71
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2.20. PWD 11/4
Joint of the panels with the prefabricated gutter at the attic – option IV
Insulating panel of the
thickness of G=40mm
1. PWD roof panel
2. PWS wall panel
5. OBR 112 flashing6. Individual flashing
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2.21. PWD 12/1
Roof ridge continuous skylight - longitudinal section
1. PWD roof panel
3. LB 6 self–drilling fastener or blind AL/Fe rivet approx. every 300 mm (tight rivet on the external cladding of the
roof )
7. Heat-insulating material of the skylight
8. Purlin + section acc. to construction design
9. Bent top cladding
73
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2.22. PWD 12/2
Roof ridge continuous skylight –cross section
roof slope
1. PWD roof panel
4. LB 6 self–drilling fastener
7. Heat-insulating material of the skylight
9. Skylight base
10. Purlin + section acc. to construction design
11. OBR 65
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2.23. PWD 13
Roof ridge skylight - cross section
roof slope
1. PWD roof panel
2. OBR 104 flashing
4. Individual flashing – to the ridge
6. LB 6 self- drilling fastener every or blind AL/Fe rivet every 300 mm (tight rivet on ext. cladding of the roof )
7. Fastening blind Al./Fe rivet approx. every 1000 mm
9. PES 3x20 self–adhesive sealing tape (recommended)
10. Heat-insulating material or assembly foam
11. Skylight heat-insulating material
12. Polyurethane sealant or assembly foam
13. Skylight base
14. Purling + section acc. to construction design
15. OBR 65
75
2011-02-15 09:43:01
2.24. PWD14
Expansion gap
1. PWD roof panel
2. OBR 64 flashing
3. Blind AL/Fe rivet or LB6 self–drilling fastener approx. every 300 mm
76
2011-02-15 09:43:02
2.25. PWD 15/1
Installation of additional roofing by the wall - existing wall option
1. PWD roof panel
2. PWS wall panel
3. Flashing OBR 76
4. Flashing OBR 104
6. Blind AL/Fe rivet or LB6 self-drilling fastener every 300 mm.
7. TUN 18 Tape
8. TUP 18 Tape
9. PES 3x20 self adhesive sealing tape (recommended)
12. Wall transom
14. OBR 65
77
2011-02-15 09:43:02
2.26. PWD 15/2
Installation of additional roofing by the wall - basic option with a drip cap
1. PWD roof panel
2. PWS wall panel
3. Flashing OBR 76
4. Flashing OBR 104
6. Blind AL/Fe rivet or LB 6 self- drilling fastener every 300 mm
7. TUN 18 Tape
8. TUP 18 Tape
9. PES 3x20 self adhesive sealing tape (recommended)
11. Wall transom
12. Flat bar acc. to construction design
14. OBR 65
78
2011-02-15 09:43:02
BALEX ME TAL Sp. z o.o.
HEADQARTERS
PWS AND PWD
ul. Wejherowska 12C
84-239 Bolszewo, Polska
Infoline: 0 801 000 807
tel. +48 58 778 44 44
fax +48 58 778 44 55
[email protected]
www.balex.eu
Balex Metal Sp. z o.o. is a leading manufacturer of construction materials in Poland.
The offer of the company includes complete solutions and steel roof and wall systems
TECHNICAL CATALOGUE
for residential, commercial and rural constructions. The products gained trust and appreciation
in Poland, Belorussia, Russia, Lithuania, Latvia, Estonia, Ukraine, Czech Republic, Slovakia,
Sweden, Norway and Finland. Consultancy and sale is being realized by own net of regional
branches, cooperating distributors and a team of professional advisers.
CZECH REPUBLIC
BALEX METAL S.R.O.
Hradec Králové
Vázní 1097
tel. +420 495 543 267, fax +420 495 482 683
UKRAINE
BALEX METAL TOV
Kiev
30 Vasilkovska, office 4-03
tel. +380 44 39 07 144, fax +380 44 39 07 145
LITHUANIA
BALEX METAL UAB
Vilnius
Savanoriu 174A
tel. +370 527 30 299, fax +370 527 30 295
SLOVAKIA
BALEX METAL
Banská Bystrica
Partizánska cesta 94, 974 01 Banská Bystrica
tel./fax +421 48 419 75 27
LATVIA
SIA „BALEX METAL”
OTHER COUNTRIES BALEX METAL SP. Z O. O.,
Export Department
Brocēni
Liepnieku iela 10, Brocēni, Saldus raj. LV-3851
tel. +371 638 65 886, fax +371 638 07 401
Bolszewo
ul. Wejherowska 12C, PL 84-239
tel. +48 662 089 890, fax +48 58 778 44 55
w w w.b a lex.e u
Index 2011-01-31 02
BRANCH OFFICES
w w w. ba l ex . e u

PWS AND PWD

Transcription

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