katalog-arhitektonskih-detalja

7/29/2019 katalog-arhitektonskih-detalja

http://slidepdf.com/reader/full/katalog-arhitektonskih-detalja 1/42

CONTENTS

1. INTERLEMIND KP roof panels - technical description.................................................................... 2

1.1. Introduction ....................................................................................................................................... 21.2. Roof panel shape................................................................................................................................ 21.3. Roof panels structure.......................................................................................................................... 31.4. Technical data .................................................................................................................................... 31.5. Static capacity.................................................................................................................................... 6

1.6. Fixing elements.................................................................................................................................. 8

-Rafters ....................................................................................................................................... 8-Lengthwise overlapping and joining elements positioning........................................................... 9-Cross-section joining – roof extension ...................................................................................... 10

1.7. Architectural details ......................................................................................................................... 11-Suspended gutter – detail 01..................................................................................................... 11-Middle gutter – detail 02 .......................................................................................................... 12-Lateral attic with built in gutter – detail 03................................................................................ 13-Ridge – detail 04...................................................................................................................... 14-Pent roof ridge – detail 05 ........................................................................................................ 15-Front attic – detail 06 ............................................................................................................... 16

-Front end piece – detail 07........................................................................................................ 17-Roof to wall flashing – detail 08... ............................................................................................ 18-Roof dilatation – detail 09 ........................................................................................................ 19

-Light cupola aperture – detail 10 .............................................................................................. 20- Cap opening for light cupola– detail 11.................................................................................... 21- Pipe passage through the roof – detail 12 ................................................................................. 22

1.8. Instructions for assembly.................................................................................................................. 23

2. INTERLEMIND ZP fa cade (wall) panels - technical description.................................................... 24 2.1. Introduction .................................................................................................................................... 24

2.2. Wall panel shape............................................................................................................................. 242.3. Wall panels structure....................................................................................................................... 262.4. Technical data ................................................................................................................................. 272.5 .Fixing methods ................................................................................................................................ 30

-Longitudinal connection and sort of joint parts......................................................................... 31-Wall panel supporter................................................................................................................ 32

- ZP2 panel attachment ............................................................................................................. 332.6. Static capacity.................................................................................................................................. 342.7. Architectural details ......................................................................................................................... 35

-Base girt - detail 13 ................................................................................................................ 35-Angle ending – exterior –detail 14 ........................................................................................... 36

-Angle ending – interior -.detail 15............................................................................................ 37-Cross connection – facade exterior detail 16............................................................................. 38-Facade contact with clasic wall -detail 17................................................................................. 39-Wall opening – upper and down cap - detail 18 ........................................................................ 40-Wall opening – side lining - detail 19...................................................................................... 41

2.8. Istructions for assembly.................................................................................................................... 42



2

1.1 INTERLEMIND KP roof panels introduction.

INTERLEMIND KP roof construction system is based on modular roof panels 1000 mmin width, fixed to the roof structure by corresponding fixing elements.

INTERLEMIND KP provides high quality thermal and sound insulation, due to the hard

core of polyurethane foam, applied and expanded between two roll formed sheets in a

continuous process.

In view of modern buildings construction, implying fast assemblage and the use of ready-made elements, INTERLEMIND Thermo-roof has a very wide application. It is applicable

for building of industrial, trade, sport, business and entertainment facilities.

1.2 INTERLEMIND KP roof panel s shape

For F-1 top side of the panel trapezoidal roll formed sheets TR 40/250 are used, and for F-2

side TR 1.5/66.67 .



3

1.3 INTE RLEMIND KP roof panels structure

Protection PE film

Top coating to RALsh ade

Primer coat

Preliminary treatmen t

Zn coat

Steel substrate

Preliminary treatmen t

Back side protective coat for PUR adhesion

Zn coat

PUR

INTERLEMIND KP consists of the interior and exterior roll formed sheets, pre-coated by

an organic, mostly polyester paint system by the coil coating technology, and a hard core of

polyurethane foam with 38-42 kg/m3 density. The three elements make a compact panel,

70 to 100 mm in thickness, which provides the necessary supporting capacity and sealing.During the production process the panels are protected by strippable polyethylene film to

enable easy manipulation, transportation and fixing, which is subsequently removed.Standard panel lengths: 2,000 to 12,500 mm

Standard sheet thicknesses: 0.5 to 0.7 mm

1.4. INTERLEMIND KP roof panels t echnical data.

-Coating systems and color shades:

Polyester coating 25 ? in thickness for F1 in accordance to EN 10169, in color shades toRAL color card. Other coating systems are subject to special request.

-Thermal insulation:

Thermal conductivity coefficient ?=0.022 (W/mK)

*Sheet thickness 0.6/0.6 mm

Panel Type* Mean heat-transfer coefficient

k(W/m2K)

KP 70/30KP 80/40

KP 90/50

KP 100/60

0.6470.493

0.400

0.336



4

-Fire resistance: INTERLEMIND KP belongs to Class B (hardly combustible material) toDIN 4102 Part 1.

Coil coated steel strip type INTERLEMIND is a fireproof material(Class A2) to

DIN 4102 Part1.

Hard polyurethane foam without the metal plates is a normally inflammable material (Class

B2) to DIN 4102 Part 1, while in case of use of PIR-insulation, it is classified as a hardly

combustible material (Class B1). Tightness of joint is very important – geometre, sealant,fixings. Fixing of the panels in the furnace has strong influence.

New fire resistance classes in EU 15/20/30/45/60/90.

-Anti -corrosion protection: INTERLEMIND KP panels are produced from cold rolled steel strip, galvanized on both

sides and pre-coated (EN 10142, EN 10143, and EN 10169-1 and 2).

The anti-corrosion protection of polyester coating system is classified as Category III

according to DIN 55928 Part 8.

-Sound insulation:

*sheet thickness 0.6/0.6 mm

-Panel weight (kg/m2):

Panel Type* Rw(dB)

KP 70/30

KP 80/40

KP 90/50KP 100/60

31

32

3232

Weight of Interlemind KP roof panel thickness of 50 mm

Thicknes of outside steel(mm)

0,30 0,35 0,40 0,45 0,50 0,55 0,60 0,65 0,70 0,75 0,80 0,850,30 7,55 8,04 8,53 9,02 9,51 10,00 10,50 10,99 11,48 11,97 12,46 12,95

0,35 7,97 8,46 8,95 9,44 9,93 10,42 10,91 11,40 11,89 12,39 12,88 13,370,40 8,39 8,88 9,37 9,86 10,35 10,84 11,33 11,82 12,31 12,80 13,29 13,78

0,45 8,81 9,30 9,79 10,28 10,77 11,26 11,75 12,24 12,73 13,22 13,71 14,200,50 9,22 9,71 10,21 10,70 11,19 11,68 12,17 12,66 13,15 13,64 14,13 14,62

0,55 9,64 10,13 10,62 11,11 11,60 12,10 12,59 13,08 13,57 14,06 14,55 15,040,60 10,06 10,55 11,04 11,53 12,02 12,51 13,00 13,49 13,98 14,48 14,97 15,46

0,65 10,48 10,97 11,46 11,95 12,44 12,93 13,42 13,91 14,40 14,89 15,38 15,870,70 10,90 11,39 11,88 12,37 12,86 13,35 13,84 14,33 14,82 15,31 15,80 16,29

0,75 11,31 11,80 12,30 12,79 13,28 13,77 14,26 14,75 15,24 15,73 16,22 16,71

0,80 11,73 12,22 12,71 13,20 13,69 14,19 14,68 15,17 15,66 16,15 16,64 17,13

T h i c k n e s s of i n s i d e s t e e l ( m

m )

0,85 12,15 12,64 13,13 13,62 14,11 14,60 15,09 15,58 16,07 16,57 17,06 17,55



5

-Roof plane inclination:

In normal applications the roof inclination angle is 6o (10.5%). If there are no lengthwise

panel joints between the ridge and the gutter the inclination angle can be 5 o (8.8%), while

with additional sealing of roof panels lengthwise and cross-section joints, the inclination

angle of the roof panels can be reduced to min. 4o (7%).

-Fixing elements:

To assemble INTERLEMIND KP panels only the attested fixing elements can be used.

Self-tapping screws are made of stainless steel with 19 mm dia. washer and EPDM gasket.

For any specific static calculation the fixing method should be set forth.

Fixing elementsSub-structure type

KP 70/30 KP 80/40 KP 90/50 KP 100/60

Steel

Concrete with anchored steel segments6.3 x 110 6.3 x 120 6.3 x130 6.3 x140

Wood 6.5 x 150 6.5 x 160 6.5 x 170 6.5 x 180

Depending on the steel sub-structure thickness the screw type and the hole diameter aredetermined in accordance with the recommendations of the producer.

It is also possible to use self tapping screws, whereby it is not necessary to make anyholes, since they cut a screw thread into the surface at the same time, thus accelerating theassembling process.Blind rivets 4.0?10 with a stainless steel shank are used for joining the flashings and trims

(hole diameter 4.10 mm).

Screw type Sub- structure thickness (mm ) Hole diameter (mm)

2.0 -3.0 5.00

3.0-3.9 4.0-4.9

5.0-5.9

6.0-10.0

10.1-12.0

5.05 5.35

5.65

5.80

5.85



6

1.5. INTERLEMIND K P roof panels static capacity:

PanelType

Sheetthickness

Unit loadq(kN/m

2)

_____________

? ?

Unit loadq(kN/m

2)

__________________

?? ? ? ( mm) 1. 00 1. 25 1. 50 1. 75 1. 00 1. 25 1. 50 1. 75

0. 5/ 0. 5 2. 90 2. 80 2. 65 2. 35 3. 70 3. 40 3. 15 3. 00

0. 6/ 0. 6 3. 05 2. 90 2. 75 2. 40 3. 90 3. 60 3. 35 3. 2070/ 30

0. 7/ 0. 7 3. 20 3. 00 2. 85 2. 45 4. 10 3. 80 3. 55 3. 400. 5/ 0. 5 3. 40 3. 10 3. 05 2. 85 4. 20 3. 85 3. 55 3. 40

0. 6/ 0. 6 3. 55 3. 20 3. 15 2. 95 4. 40 4. 05 3. 75 3. 6080/ 40

0. 7/ 0. 7 3. 70 3. 30 3. 20 3. 05 4. 60 4. 25 4. 00 3. 800. 5/ 0. 5 3. 80 3. 45 3. 40 3. 15 4. 60 4. 15 4. 00 3. 800. 6/ 0. 6 4. 05 3. 75 3. 50 3. 40 5. 00 4. 45 4. 30 4. 1090/ 50

0. 7/ 0. 7 4. 30 4. 05 3. 60 3. 65 5. 20 4. 75 4. 60 4. 450. 5/ 0. 5 4. 20 3. 80 3. 75 3. 60 5. 20 4. 80 4. 40 4. 200. 6/ 0. 6 4. 40 4. 05 3. 90 3. 75 5. 40 5. 00 4. 60 4. 40100/ 60

0. 7/ 0. 7 4. 60 4. 30 4. 05 3. 90 5. 60 5. 20 4. 80 4. 60

The static capacity calculations to determine the span between the rafters mustconsider the following elements: the building height (<8m, <20m, >20m), the buildingshape, whether the building is closed or opened on one side, as well as roof positions(ridge, edge areas, angles) in accordance with DIN 1055, Sheet 4, 1986, regulating thewind load.

Height above the ground (m)

< 8 m

< 20 m

> 20 m

Building shape h/a <0,25 m >0.50 <0.25 >0.50 <0.25 >0.50

Closed buildings

Wind load (kN/m2) 0.50 0.50 0.80 0.80 1.10 1.10

Wind blow (kN/m2) 0.25 0.35 0.40 0.56 0.55 0.77

Buildings opened on one side

Wind load (kN/m2) 0.75 0.75 1.20 1.20 1.65 1.65

Wind blow (kN/m2) 0.75 0.75 1.20 1.36 1.65 1.85



7

The choice of the color shade is also important for the static capacity calculation because thedarker shades (shade group III) have a more significant influence on the thermal dilatation of the sheets than the light shades panels (shade group I).

The color shades are classified into three groups (I, II and III), as follows:

Group I RAL 9001, 9002, 9010, 1013, 1015, 7035Group II RAL 1002, 9006, 1024, 2004, 7001, 7002, 5012, 7037

Group III RAL 6010, 3002, 6003, 3009, 5001, 8014

Snow guard brackets:Depending on the roof plane inclination (?), the roof area and the climate zone the number of snow guard brackets is determined and fixed to the rafters through INTERLEMIND KP .

Lightning rod:Since the whole roof acts as a lightning conductor within the lightning conductor installation,only a good connection with the grounding is necessary.

Packing:

For truck transport the package height should be 1100 to 1500 mm, and 10 to 20 panels arestacked, depending on their thickness. The max. package weight is 3 tons.



8

1.6. INTERLEMIND KP roof panels fi xing methods."INTERLEMIND - THERMO ROOF

TYPE - KP

Roff Panel Support

Intersupport b > 60 mm

Steel construcion Wood construcion

Inconkreter Steel profile 60 / 40 / 3 mm is

bulit or sheet 60 / 8 mm.

Concrete construction

End support a > 40 mm

End steel support Middle Suport

b b

b

a

a a



9

LONGITUDINAL CONNECTION AND SORT OF JOINT PARTS

F1

F2

Seal tape for joint

Elastic seal tape one side adhesive

Protective seal p ad EPDM

Screw inox with seal ? 19 mm and di ftung EPDM

Screw inox w ith seal ? 19 mm and diftung EPDM

Type of material

5

4

3

2

1

Poz

built in workmenship process

B x D = 20 x 6

A x D = 25 x 50

6,3x19

6,3x1406,3x1306,3x1206,3x110

KP100KP90KP80KP70

1

5

Distance between screws min 300 mm

5

3 2 4

3

" INTERLEMIND" -THERMO ROOF

TYPE - KP



10

m i n 2 0 0 m m

1

4

42 3

KP

KP with Overlap

Cross connection - Roof Extension

4

5

4

5

KP70 K P80 K P90 KP100

6,3x110 6,3x120 6,3x130 6,3x140

6,3x19

A x D = 25 x 50

B x D = 20 x 10

PE 3 x 15

Poz1

2

3

4

5

Type of materialScrew Inox O19mm

Protective Pad

Lasting Elastic Seal tape one side adhesive

m i n 2 0 0 m

m

" INTERLEMIND" - thermo Roof

Type - KP

m i n 1 0 0 m

m

Screw Inox O19mm

Lasting Elastic Seal tape one side adhesive



11

1.7. INTERLEMIND KP ROOF PANELS ARCHITECTURAL DETAILS

KP

5

1

8

7

6

9

4

2

3

ZP2

SUSPENDED GUTTER

1

2

3

4

5

6

7

8

9

Poz Type of material KP70 KP80KP90 KP100

Wind batten

Gutter

Support pending gu tter FeZn,5 x25 xL

Preliminary steel sheet for gutter

Screw inox with seal O 19 mm and diftung EPDM

Rivet inox steel

Elastic s ticky blend


Panel lining

011

012

013

014

6,3 x 19

4 x 10

B x D = 30 x 25

B x D = 20 x 10

015

" INTERLEMIND" - THERMO ROOf

TYPE - KP

01

~1/3~2/3



12

1

2

5

3

4

8

6 7 9

MIDDLE GUTTER

not in standart

B x D = 20 x 10

022

Mineral wool

6,3 x 19

014

011

Heater gutter sistem

Waste pipe


Thermic insulation

Screw inox O 19 mm, diftung EPDM


Wind batten

KP100KP90KP80KP70Type of materialPoz

9

8

7

6

5

4

3

2

1

021

023

Interior gutter

Gutter support , FeZn, 5 x 25 x L

" INTERLEMIND" - THERMO ROOF

TYPE - KP

02



13

LONGITUDINAL CAP WALL WITH INTERIOR GUTTER

1 0 0

KP

ZP

8

10

1

2 4

7

6

3

5

8

Poz Type of material

1

2

3

4

5

6

7

8

9

10

KP70 KP80 KP90 KP100

Screw ino x with seal O 19 mm and diftung EPDM

Cap wall

Interior lining


Wind batten

Interior gutter

Support for gutt er, FeZn 5 x 25 x L

Gutter mask


Rivet inox steel

031

032

014

011

033

034

035

B x D = 20 x 10

6,3 x 19

4 x 10


TYPE - KP

03

99 10

9



14

3 0

3 0

5 6 81

2

3

4

7


1

2

3

4

5

6

7

8


Ridge

Ridge mask

Ridge separator

Elastic st icky blend

Butilene seal type

Profil filling KP - negative

041

042

043

B x D = 20 x 10

2 x 6

6,3 x 19

044

6,3x110 6,3x120 6,3x130 6,3x140

Screw inox wit h seal O 19 mm and diftung EPDM


KP

RIDGE


TYPE- KP

04

4

76 5

8



15

7

ZP-2

3 4

81 5 69

KP

RIDGE FOR ONE LEAD ROOF

Poz Type of material1

2

3

4

5

6

7

8

9


Butilen e seal tape

Ridge for one lead roof

Ridge separator

Interior panel joint lining

Profile filling KP - negative

Rivet inox steel

Thermic insulation

051

043

052

6,3 x 19

4 x 10

mineral wool

2 x 6

6,3x1106,3x120 6,3x130 6,3x140

044



"INTERLEMIND"- THERMO ROOFTYPE - KP

05

7

7

2



16

FRONT ATTIC


1

2

3

4

5

6

7

8


End profile

Interior lining

Cap wall

Cap wall suppor ter FeZn , t = 2mm

Rivet inox steel

061

062

063

6,3 x 19

4 x 10

064

Elastic s eal tape one side adhesive B x D = 20 x 6

B x D = 30 x 25

Screw inox wi th seal O 19 mm and diftung EPDM

Elastic s eal tape one side adhesive

ZP2

m i n 2 0 0

8

5

6

2

3

4

1

67 KP

" INTERLEMIND"-THERMO ROOF

TYPE- KP

06

910

11

5

5

9

10

11

6,3x70 6,3x80 6,3x90 6,3x100

6,3x1406,3x1306,3x1206,3x110



Diftung EPDM A x D = 25 x 50



17


1

2

3

4

5

6

7

8


Front liling

Rivet inox steel

071

B x D = 20 x 6

6,3 x 19

A x D = 25 x 50Cover with EPDM

B x D = 30 x 20

6,3x1106,3x120 6,3x130 6,3x140

6,3x70 6,3x80 6,3x90 6,3x100

4 x 10

FRONT AND PIECE

m i n 6 0

ZP2

8

3

1 4 7 2 5 6

KP

Screw ino x wit h seal O 19 mm and diftung EPDM

07

9 Support of cap 072

9

"INTERLEMIND" - THERMO ROOFTYPE - KP







18

Poz Type of material1

2

3

4

5

6

7

8

9

KP70 KP80 KP90 KP100Wall capping

End cap

Ceal cement

Rivet inox steel

Thermic insolation

081

082

6 x 50

6,3 x 19

4 x 10

mineral wool

sika flex


Elastic seal tape one side adhesive B x D = 20 x 6

083

Screw inox wi th plastic diftung

Interior wall lining

7 8

ROOF TO WALL FLASHING

1

2

3

4

5 69


TYPE - KP

08



19

40

ROOF DILATATION


1

2

3

4

5

6

7

8


Strain lining up I

Rivet inox steel

091

092

093

mineral wool

Elastic seal tape one side adhesive B x D = 15 x 3

Screw inox wi th seal O 19 mm and diftun g EPDM 6,3x110 6,3x120 6,3x130 6,3x140

B x D = 20 x 6

4 x 10

Strain lining up II

Strain lining - down


Thermic insulation

5 4 2 5 541 8

7 6

" INTERLEMIND" -THERMO ROOF

TYPE - KP

09

3 76

KP



20


1

2

3

4

5

6

7

8

9


Cupola lining- head on ridge

Ridge separator

Rivet inox steel

101

102

044

4 x 10

mineral wool

043

Screw inox w ith seal O 19 mm and dift ung EPDM

B x D = 20 x 10

Profile filling KP - negative

6,3x70 6,3x80 6,3x90 6,3x100

B x D = 20 x 6

Cupola lini ng- head on gutter



Thermic insulation

CAP FOR LIGHT CUPOLA

m i n 2 0 0

39

7

4

6

5

8

12

KP

d o s l e m

e n a

5 8

"INTERLEMIND" - THERMO ROOF

TYPE- KP

10

14 14?

6



21


10

11

12

13

14


Cupola lining - side

Cupola supporter

103

A X D = 25 x 50

104

Screw inox with s eal O 19 mm and di ftung EPDM

Support with EPDM diftung

sika flex

6,3x110 6,3x120 6,3x130 6,3x140

Seal c iment

CAP OPENING FOR LIGHT CUPOLA

5

78 9

10

11 12

13

14

6

" INTERLEMIND" - THERMO ROOFTYPE - KP

11



22


1

2

3

4

5


Diftung EPDM

Inside lining

111

6,3 x 25

sika flex

112

Screw inox with seal O 19 mm and diftun g EPDM

Seal c iment

4 x 10Rivet inox steel

Diftung m ade from flexible black rubber in one side EPDM (ethilene propilene dien monomer)

highly resistant on atmospheric conditions.

EPDM

Diftung

Diameter

[ mm ]High

[ mm ]

Base

[ mm ]Color

N 1

N 2

N 3

N 4

N 5

N 6

black

black

black

black

black

black

do 50

60 - 102

76 - 152

102 - 178

152 - 280

254 - 467

52

84

97

114

115

145

114 x 114

203 x 203

254 x 254

279 x 279

355 x 355

628 x 628

1 2 3

4 5

" INTERLEMIND" - termokrovTIP - KP

12Pipe passage through the roof



23

1.8. INTERLEMIND KP ROOF PANELS INSTRUCTIONS FOR ASSEMBLY .

FOR HIGH-QUALITY ASSEMBLY OF INTERLEMIND KP ROOF PANELSTHE FOLLOWING INSTRUCTIONS SHOULD BE OBSERVED:

First of all, check the condition of the sub-structure to verify its geometry andevenness;In case of defects, carry out all the necessary corrections;Before fixing, in places of lengthwise or cross-section overlapping, joining or flashing, the strippable protective PE foil should be removed;For panel cutting only circular saws or jig-saws should be used. Do not use a grinder because the grinding wheels produce high temperatures and destroy the anticorrosiveorganic coating; After cutting and hole drilling all metal filings should be immediately removed from

the panel surfaces since they represent an extremely strong corrosion source;In panel assembly, special attention must be paid to the lengthwise overlappingwhere total incumbency is required to achieve complete sealing. In some cases,additional sealing is achieved by injecting silicone putty at panel joints on F2 side,immediately before positioning of each panel.Roofs with inclination less than 6o need additional sealing of the panel joint on theexterior side (F1) by permanently elastic sealing strip.In building with special temperature regime, such as refrigerating plants and the like,the lengthwise overlapping on the inside (F2) should also be additionally sealed bypermanently elastic sealing strip to prevent the diffusion of water vapor in someclimate conditions and the condensate formation on the interior joint.

During panels unloading and vertical transportation, only one package should behandled at a time. Fork lifters can be used to transport panel packages up to 6000 mmin length. Wire-cables are not allowed for panel packages transport by crane; instead,conveyor belts of corresponding capacity should be used.



24

INTERLEMIND ZP FACADE (WALL) PANELS - TECHNICAL DESCRIPTION

2.1. INTERLEMIND ZP Facade (Wall) Panels introductionINTERLEMIND ZP vertical facade construction system is based on modular wall panels1000 mm in width, fixed to the sub-construction by corresponding binding elements.INTERLEMIND ZP provides high quality thermal and sound insulation, due to the self-extinguishing and environment friendly hard polyurethane foam core, applied andexpanded between two roll formed sheets in a continuous process.Depending on the lengthwise joint shape, INTERLEMIND ZP is available in two

versions: ZP-1 with concealed joint and ZP-2 with visible joint.

2.2. INTERLEMIND ZP facade panel shape

ZP-1



25

ZP-2

For exterior panels, F1 and F2 trapezoidal roll formed sheets TR 1.5/66.67 are used,and for the interior side 0.8/20 low profile sheets are used.



26

2.3. INTERL EMIND ZP facade wall panels structure.

Protection PEfilm

Top coating to RAL shade

Primer coat

Preliminary treatment

Zn coat

Steel substrate

Preliminary treatment

Back side protective coat for PUR adhesion

Zn coat

PUR

INTERLEMIND ZP consists of the interior and exterior roll formed sheets, pre-coated by

an organic, mostly polyester paint system by the coil coating technology, and a hard coreof polyurethane foam with 38-42 kg/m3 density. The three elements make a compactpanel, 30 to 180 mm in thickness, which provides the necessary supporting capacity andsealing, as well as thermal and sound insulation.During the production process the panels are protected by strippable polyethylene film toenable easy manipulation, transportation and fixing, which is subsequently removed.

Standard panel lengths: 2,000 to 12,500 mmStandard sheet thicknesses: 0.30 to 0.70 mm



27

2.4. INTERL EMIND ZP facade wall panels technical data.

- Coating systems and color shades:

Polyester coating 25 ? in thickness for F1 in accordance to EN 10169, in colors toRAL color card. Other coating systems are subject to special request.- Thermal insulation:

Thermal conductivity coefficient ?=0.022 (W/mK)

Heat-transfer coefficient k (W/m2K)

*The numeric value next to the panel type represents the outside panel thickness (s)

- Fire resistance:INTERLEMIND KP belongs to Class B (hardly combustible material) toDIN 4102 Part1.Coil coated steel strip type INTERLEMIND is a fireproof material(Class A2) toDIN 4102 Part1.Hard polyurethane foam without the metal plates is a normally inflammable material(Class B2) to DIN 4102 Part 1, while in case of use of PIR-insulation, it is classified as ahardly combustible material (Class B1). Tightness of joint is very important – geometre,sealant, fixings. Fixing of the panels in the furnace has strong influence. New fire

resistance classes in EU 15/20/30/45/60/90.

- Anti-corrosion protection:

INTERLEMIND ZP panels are produced from cold rolled steel strip, galvanized on bothsides and pre-coated (EN 10142, EN 10143, and EN 10169 -1 and 2).The anti-corrosion protection of polyester coating system is classified as Category IIIaccording to DIN 55928 Part 8.

Sheet thicknessPanelType

* 0.30/0.30 0.40/0.40 0.50/0.50 0.60/0.60

ZP 30ZP 50ZP 60ZP 80

0,6950,4260,3570,269

0,6700,4280,3580,270

0,7040,4290,3590,271

0,7090,4310,3610,271



28

- Sound insulation:

Sound reduction coefficient, Rw(dB)

Sheet thickness mm

Panel type * 0.30/0.30 0.40/0.40 0.50/0.50 0.60/0.60 ZP 30ZP 50 ZP 60 ZP 80

2627 28 29

2829 30 30

3031 31 32

31 32 32 33

*The numeric value next to the panel type represents the outside panel thickness (s)

Panel weight (kg/m2)


ZP 1 – 50 mm wall panel thickness

Thickness of outside steel sheet (mm)

0,30 0,35 0,40 0,45 0,50 0,55 0,60 0,65 0,70 0,75 0,80 0,85

0,30 7,02 7,43 7,85 8,27 8,69 9,11 9,52 9,94 10,36 10,78 11,20 11,61

0,35 7,43 7,85 8,27 8,69 9,11 9,52 9,94 10,36 10,78 11,20 11,61 12,03

0,40 7,85 8,27 8,69 9,11 9,52 9,94 10,36 10,78 11,20 11,61 12,03 12,45

0,45 8,27 8,69 9,11 9,52 9,94 10,36 10,78 11,20 11,61 12,03 12,45 12,87

0,50

8,69

9,11

9,52

9,94

10,36

10,78 11,20

11,61

12,03

12,45

12,87

13,29

0,55

9,11

9,52

9,94

10,36

10,78

11,20 11,61

12,03

12,45

12,87

13,29

13,70

0,60

9,52

9,94

10,36

10,78

11,20

11,61 12,03

12,45

12,87

13,29

13,70

14,12

0,65

9,94

10,36

10,78

11,20

11,61

12,03 12,45

12,87

13,29

13,70

14,12

14,54

0,70

10,36

10,78

11,20

11,61

12,03

12,45

12,87

13,29

13,70

14,12

14,54

14,96

0,75

10,78

11,20

11,61

12,03

12,45

12,87

13,29

13,70

14,12

14,54

14,96

15,38

0,80

11,20

11,61

12,03

12,45

12,87

13,29

13,70

14,12

14,54

14,96

15,38

15,79 T h i c k n e s s

o f

i n s i d e s t e e l s h e e t ( m m )

0,85

11,61

12,03

12,45

12,87

13,29

13,70

14,12

14,54

14,96

15,38

15,79

16,21



29


ZP 2 – 50 mm wall panel thi ckness

Thickness of ou tside steel sheet (mm)

0,30

0,35

0,40

0,45

0,50

0,55

0,60

0,65

0,70

0,75

0,80

0,85

0,30

7,25

7,67

8,09

8,51

8,92

9,34

9,76

10,18

10,60

11,01

11,43

11,85

0,35 7,71 8,13 8,54 8,96 9,38 9,80 10,22 10,64 11,05 11,47 11,89 12,31 0,40

8,17

8,58

9,00

9,42

9,84

10,26

10,67

11,09

11,51

11,93

12,35

12,76

0,45

8,62

9,04

9,46

9,88

10,30

10,71

11,13

11,55

11,97

12,39

12,80

13,22

0,50

9,08

9,50

9,92

10,33

10,75

11,17

11,59

12,01

12,42

12,84

13,26

13,68

0,55

9,54

9,96

10,37

10,79

11,21

11,63

12,05

12,46

12,88

13,30

13,72

14,14

0,60

10,00

10,41

10,83

11,25

11,67

12,09

12,50

12,92

13,34

13,76

14,18

14,59

0,65

10,45

10,87

11,29

11,71

12,12

12,54

12,96

13,38

13,80

14,21

14,63

15,05

0,70

10,91

11,33

11,75

12,16

12,58

13,00

13,42

13,84

14,25

14,67

15,09

15,51

0,75

11,37

11,79

12,20

12,62

13,04

13,46

13,88

14,29

14,71

15,13

15,55

15,97

0,80

11,82

12,24

12,66

13,08

13,50

13,91

14,33

14,75

15,17

15,59

16,00

16,42

T h

i c k n e s s o f i n s i d e s t e e l s h e e t ( m m

)

0,85

12,28

12,70

13,12

13,54

13,95

14,37

14,79

15,21

15,63

16,04

16,46

16,88

-Fixing elements:

To assemble INTERLEMIND ZP panels only the attested fixing elements can be used.Self-tapping screws are made of stainless steel with 19 mm dia. washer and EPDM

gasket.For any specific static calculation the fixing method should be set forth.

Fixing elementsSub-structure type

ZP 30*

ZP 50*

ZP 60*

ZP 80*

SteelConcrete with anchored steel segments

6,3x60 6,3x80 6,3x90 6,3x115

Wood 6,0x90 6,0x110 6,0x120 6,5x150* Applies to both ZP-1 and ZP-2.



30

Depending on the steel sub-structure thickness the screw type and the hole diameter aredetermined in accordance with the recommendations of the producer.

It is also possible to use self tapping screws, whereby it is not necessary to make anyholes, since they cut a screw thread into the surface at the same time, thus accelerating the

assembling process.Blind rivets 4.0?10 with a stainless steel shank are used for joining the flashings and trims(hole diameter 4.10 mm).

2.5 Fixing methods

RP

SP

RP

RP

SP

Screw type Sub- structure thickness (mm ) Hole diameter (mm)

2.0 -3.0 5.00

3.0-3.9 4.0-4.9 5.0-5.9 6.0-10.0 10.1-12.0

5.05 5.35 5.65 5.80 5.85



31

Having in mind the applicable regulations, in order to determine the fixing method of INTERLEMIND ZP panels, it is necessary to have in view the following factors:Wind load capacityHeight of the building above the groundType of the building: closed or open on one sidePosition of the panel in the facade wall (central or edge area)Number of supporting joists where the panels will be fixed (two or more)Thermal load depending on the panel color shade (Group I, II or III)

It is very important to point out that the panels at the corner studs should always be fixed inthe standard way – through the panel, and the visible fixing elements should be masked byflashing elements, which means that the concealed joint used with ZP-2 is not permissible inthis case.

2.6. INTERL EMIND ZP facade wall panels static capacity:

Nominalthickness

Sheetthickness

Unit load

q ( kN / m2) _____________

? ?

Unit load

q ( kN / m2) __________________

? ? ?

S( m ) ( m ) 1. 00 1. 25 1. 50 1. 75 1. 00 1. 25 1. 50 1. 750. 3/ 0. 3 2. 20 2. 00 1. 90 1. 75 2. 90 2. 70 2. 55 2. 350. 4/ 0. 4 2. 40 2. 20 2. 10 1. 80 3. 20 3. 00 2. 80 2. 65

0. 5/ 0. 5 2. 60 2. 40 2. 25 2. 00 3. 45 3. 20 3. 00 2. 8530

0. 6/ 0. 6 2. 75 2. 55 2. 40 2. 15 3. 65 3. 40 3. 20 3. 050. 3/ 0. 3 3. 10 2. 90 2. 70 2. 25 4. 05 3. 60 3. 30 3. 05

0. 4/ 0. 4 3. 40 3. 15 2. 95 2. 55 4. 55 4. 20 3. 80 3. 550. 5/ 0. 5 3. 65 3. 40 3. 20 2. 80 4. 90 4. 55 4. 25 3. 95

50

0. 6/ 0. 6 3. 90 3. 60 3. 40 3. 05 5. 20 4. 80 4. 55 4. 300. 3/ 0. 3 3. 50 3. 20 3. 05 3. 20 4. 45 3. 95 3. 65 3. 35

0. 4/ 0. 4 3. 85 3. 55 3. 35 2. 90 5. 15 4. 60 4. 20 3. 850. 5/ 0. 5 4. 15 3. 85 3. 60 3. 20 5. 55 5. 10 4. 65 4. 35

60

0. 6/ 0. 6 4. 40 4. 10 3. 85 3. 45 5. 85 5. 60 5. 15 4. 750. 3/ 0. 3 4. 25 3. 95 3. 70 3. 65 5. 15 4. 60 4. 20 3. 90

0. 4/ 0. 4 4. 65 4. 05 4. 05 3. 85 5. 95 5. 30 4. 85 4. 500. 5/ 0. 5 5. 00 4. 35 4. 35 4. 15 6. 65 5. 95 5. 40 5. 00

80

0. 6/ 0. 6 5. 30 4. 65 4. 65 4. 40 7. 15 6. 50 5. 90 5. 50



32

" INTERLEMIND -THERMO WALL

TYPE - ZP

FACADE PANEL SUPPORTER

MIDDLE SUPPORTER b > 60 mm

STEEL CONSTRUCTION WOOD CONSTRUCTION

CONCRETE CONSTRUCTION

END SUPPORTER - UP a > 40 mm

a

END SUPPORTER - DOWN

b

b

a

a

b



33

" INTERLEMIND" - THERMO WALLTYPE - ZP

Longitudinal connection and sort of joint parts


1

2

3

4

Screw inox

180

ZP2

Joint pad L [ mm ]

Pipe distancer L [ mm ]

30 50 60 80

32 42 62-

6,3 x 50 6,3 x 70 6,3 x 806,3 x 105

6,3 x 60 6,3 x 80 6,3 x 906,3 x 115Screw inox with seal O 19 mm and diftung EPDM

ZP1

ZP1

Attachm ent ZP1 do it at si de of end o f tw o panel s

1 23 4 4

a) b)

Attachment ZP2 a) middle area b) end supporting



34


1

2

3

50

6,3 x 70

L = 180

Screw inox wi th seal O 19 mm and diftun g EPDM

Joint pad

60 80

ZP2

6,3 x 80 6,3x105

32 42 62Pipe distancer

ZP2 PANEL ATTECHMENT

1

2

3

m

i n 6 0 m m

ZP2

ZP2

" INTERLEMIND" - THERMO WALLTYPE - ZP -2

12

1 8 0



35

2.7. INTERL EMIND ZP facade wall panels architectural details


1

2

3

Base cap of panel

B x D = 20 x 10

BASE GIRT

B x D =40 x 20

ZP1 ZP2

131 132



ZP

2

3

1

" INTERLEMIND" - THERMO WALL

TYPE - ZP

13



36


1

2

3

4

5

Ang le li nin g - exter ior


142

4 x 10

B x D = 50 x 20

Lining supporter

Rivet inox st eel

ANGLE ENDING - EXTERIOR

ZP1 ZP2

141

B x D = 50 x 20Elastic seal tape one side adhesive

ZP

5

1 2 4 3

3

4

2

ZP

"INTERLEMIND" - THERMO WALLTYPE - ZP

14



37

Poz Type o f material

1

2

3 B x D = 50 x 20

Angle lining -inter ior

Elastic seal tape one sid e adhesive

ZP1

151


ANGLE ENDING - INTERIOR

ZP2

ZP

2

1

2 ZP

3

" INTERLEMIND" -THERMO WALL

TYPE - ZP

15



38


1

2

3 B x D = 20 x 10

Cross connection cap

Elastic seal tape one side adhesive ( EPDM )

ZP1

161


CROSS CONNECTION - FACADE EXTERIOR

ZP2

B x D = 40 x 20Elastic seal tape one side adhesive (EPDM)4

ZP

4

3

ZP

1

2

"INTERLEMIND" -THERMO WALL

TYPE - ZP

16



39


1

2

3

4

5

Wall lining - exterior


172

4 x 10

B x D = 20 x 10

Rivet inox steel

FACADE CONTACT FOR CLASIC WALL

ZP1 ZP2

171

S48 x 32Speike anker

6 mineral wool

Wall lining - int erior

Thermic insulation

3

1

5

6

4

3

2


TYPE - ZP

17



40


1

2

3

4

5

Upper cap

Elastic seal tape one side adhesive (EPDM)

182

4 x 10

B x D = 20 x 10

Rivet inox steel

WALL OPENING- UPPER AND DOWN CAP

ZP1 ZP2

181

B x D = 40 x 20

Down cap


"INTERLEMIND" -THERMO WALLTYPE - ZP

1

34

2

5

18



41


1

2

3

4

5

Side lining cap for opening


6,3 x 25

WALL OPENING - SIDE LINING

ZP1 ZP2

191

B x D = 20 x 10

Screw inox with s eal

4 x 10

B x D = 40 x 20

Rivet inox steel


ZP21

4 3 5

ZP

F1

F2


TYPE - ZP

19



INSTRUCTIONS FOR ASSEMBLY

FOR HIGH-QUALITY ASSEMBLY OF INTERLEMIND ZP WALL PANELS THEFOLLOWING INSTRUCTIONS SHOULD BE OBSERVED:

Before all, check the condit ion of the foundation sole and the entire construction to veri fytheir geometry and evenness;

In case of defects, carry out all the necessary corrections;

Take exact measurements of the facade tie beams in order to determine the panelsarrangement and the corner ends, and then fit in the base flashing;

Before fixing remove the strippable protective foil from the inside panel surface (F-2) andfrom the outside surface (F-1) remove only those parts that will be covered by the overlappingparts and from corner ends;

Apply the adhesive sealing strips in positions specified by the installation plan;

If need be, provide the supporting elements during the assembling of the wall panels;

The panels are to be fitted so that the lower end is 8-10 mm away from the base flashing. Tofacilitate the fitting, wooden slats can be inserted, which are later removed.Using a long spirit level, position the wall panels to precise vertical and fix with screws. For

good quality fitting the lower panel edges must form a straight line.When fixing the panels special attention must be paid to avoid the outer sheet deformation (F-1) at the joint due to inadequate torsion force, which would provoke permanent deformations

and poor esthetics. Therefore, screwdrivers with limited torque should be used;

When fitting wall panels of different lengths, the longer panels should be fitted first, and thenthe shorter ones, because that way it would be easier to achieve the required vertical line atpanel joints;

For panel cutti ng only circular saws or jig-saws should be used. Do not use a grinder because

the grinding wheels produce high temperatures and destroy the anticorrosive organic coating;

After cutting and hole dril ling all metal fil ings should be immediately removed fromhorizontal surfaces on the walls (base fl ashings, window fl ashings, etc.) since they representextremely strong corrosion sources;

During panels unloading and vertical transportation, only one package should be handled at atime. Fork lifters can be used to transport panel packages up to 6000 mm in length. Wire-cables are not allowed for panel packages transport by crane; instead, conveyor belts of corresponding capacit y should be used.

?

Documents

katalog-arhitektonskih-detalja