technical handbook - thermal insulation fixings – facade · thera insuation fixings fi facade e...

THERMAL INSULATION FIXINGS – FACADE

LA CHEVILLENYLON MULTIFONCTIONS

337

F

General information for correct design, installation and use of facade thermal insulation systems 338

TFIX-8ST – A versatile screw-in facade fastener with self-embedding features 342

TFIX-8S – A versatile screw-in facade fastener 344

TFIX-8M – A versatile hammer-in facade fastener 346

KI-10 – Insulation fixing with standard expansion zone and plastic nail 348

KI-10M – Insulation fixing with standard expansion zone and metal nail 350

KI-10N – Insulation fixing with long expansion zone 352

KI-10NS – Insulation fixing with long expansion zone and screw 354

MKI+MKC – Fireproof connector for EPS and mineral wool installation 356

MKI-A2+MKC – Stainless steel fireproof connector for EPS and mineral wool installation

458

KC+UC – Holding flange with screw for insulation fixed to timber 360

KC+WB – Holding flange with screw for insulation fixed to steel 362

KIK – Single fixing for insulation installed in zones without wind forces 364

KWL – Insulation holding flange for KI, TFIX & KC fixings 365



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3. Failure load causing removal of insulation material from substrateThe force magnitude causing insulation material to tear away from the substrate (over the clamp-

ing flange) depends on the strength and thickness of the thermal insulation material applied. In structural calculations the maximum value of this force cannot be greater than the tensile

load design resistance of the fixings. The tensile performance of the fixing is dependent upon the friction between the connector’s expansion sleeve and the internal surface of the pre-drilled hole

GENERAL INFORMATION FOR CORRECT DESIGN, INSTALLATION AND USE OF FACADE THERMAL INSULATION SYSTEMS

1. Reasons for mechanical fixing application in case of wall insulationThere is a requirement for mechanical fixing application during wall insulation using an adhesive

layer.The external building facade is subject to suction – caused by wind and shear loads. Wind suction

force is the most common cause of insulation detachment from substrate. Distortion of the whole facade surface causes internal cracking of the adhesive structure and, consequently, appearance of cracks in rendering. Use of mechanical fixings can effectively reduce these effects.

2. The most commonly made mistakes are:• Improper surface preparation:

- no surface cleaning (removal of dust and oil)- failure to remove old or loose paint, plaster or rendering elements- failure to prepare a level surface and improper preparation of strongly absorbent substrates- insufficient substrate resistance

• Mistakesmadeduringpreparationandapplicationofadhesive(failuretofollowrecommend-ed proportions, ‘thinning’ and improper adhesive layer distribution)

• Failuretoobserverequiredhardeningtimeforadhesive• Failuretoworkwithinrecommendedambienttemperaturerange(mostcommonlyfrom+5°C

upto+25°C)• Workcarriedoutinadverseweatherconditions(precipitation,strongwinds,directexposureto

sun)• Leavingunfinishedworkduringwinter

Styropian Wełna mineralna Wełna lamelowa Wełna drzewna Korek Płyty z lekkich materiałów

z recyklingu

Blacha trapezowa

Expandedpolystyrene(EPS)Mineralwool Lamellawool

Lightpanelsmadeof recycled materials

Wood wool Cork

Trapezoidal sheet

THERMAL INSULATION MATERIALS:

Styropian Wełna mineralna Wełna lamelowa Wełna drzewna Korek Płyty z lekkich materiałów

z recyklingu



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in the substrate. This load bearing capacity depends on substrate type and connector anchoring depth. Overall length and flange diameter of the connector do not influence performance. The fix-ing design, when expanded, possesses a greater diameter at the frictional interface (approximately 1-2 mm) than at the connector’s core diameter.

4. Connector anchoring depthFor connector application in base materials such as concrete or solid brickwork, the minimum

anchoring depth is 25mm. In the case of materials like hollow brickwork, structural clay block, lightweight concrete and aerated concrete blocks, fasteners require an anchoring depth of 60 mm. Drilling depth should exceed anchorage depth (usually by 10 mm in case of 8-10 mm drill diameter) in order to ensure debris is sufficiently cleared and full embedment can be achieved.

5. Required connector lengthWhen selecting the length of connector the following should be considered: A – thickness of insulation material,B – anchoring depth in load-bearing substrate,C – thickness of existing render (if applicable),D – thickness of adhesive,E – surface roughness,F – tolerance for work inaccuracy

L = A + B + C + D + E + F

6. Heat transfer coefficient and thermal bridge formationApplication of connectors with a metal insert pin causes formation of thermal bridges, caused

by the relatively high thermal conductivity of steel. Any resultant limitation on thermal insulation efficiency is practically eliminated thanks to a special plastic overmoulding on the head of the nail. Heat loss through the nail is therefore below the admissible limit. Furthermore, the plastic head component has the additional benefit of enhanced corrosion protection.

Alternatively, connectors with a plastic pin can in some cases be applied. However this applica-tion is limited due to significantly reduced mechanical resistance.

7. Edge zone determinationThe facade’s edge zone is defined by the external building dimensions. The narrowest span of the

building should be taken into account.The edge zone value equates to 1/8 of that span (A) and is constrained in the range of 1 to 2 m.

1m ≤ A/8 ≤ 2m

The quantity of fixings applied in the edge zone must be increased by 20%-50%.

In some cases – especially for particularly high buildings – a detailed scheme of the spacing and quantity of fixings should be prepared in collaboration with the thermal insulation system manufacturer.



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8. Connector quantity and spacingQuantity and spacing are important parameters which determine the durability and safety of a facade.Laboratoryresearchhasshownthatconnectorspacingdependson:

• Weightoftheinsulationmaterial(includingadhesive,meshandplaster) • Load-bearingsubstratematerial • Heightofinsulatedbuilding

üapplicable

û not applicable*KWLtypeflangesareusedwithKIfixingswithsteelpin

Fixing type Polystyrene MineralwoolNumber of anchors per m2, depending on the height

of the building

H < 8 m 8 m < H < 20 m H > 20 m

TFIX-8M ü ü 4-5/6-8 pcs 6-8/8-10 pcs û/10-12 pcs

TFIX-8S ü ü 4-5/6-8 pcs 6-8/8-10 pcs û/10-12 pcs

TFIX-8ST ü ü 4-5/6-8 pcs 6-8/8-10 pcs û/10-12 pcs

KI-10 ü û 4-5 pcs 6-8 pcs ûKI-8M ü ü 4-5/6-8 pcs 6-8/8-10 pcs û/10-12 pcs

KI-10N ü ü 4-5/6-8 pcs 6-8/8-10 pcs û/10-12 pcs

KC ü ü 4-5/6-8 pcs û ûKWL* û ü 3-5 pcs 3-5 pcs û

EXAMpLE OF MECHANICAL FIXINGS SpACING

example of fixings spacing in case of mineral wool

example of fixings spacing in case of polystyrene



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9. Installation of insulation layerThe mechanical installation of insulation panels should take place after adhesion, taking into

consideration the manufacturer’s recommended curing time (not earlier than after 24 hours).Fixings quantity and spacing should be specified in technical drawings or specified by thermal

insulation system-provider. The quantity should not be less than 4 pcs/m2.In concrete and solid brickwork substrates drilling should be performed perpendicular to the

surface, through pre-applied polystyrene foam or mineral wool insulation panels. Holes should possessadiameterequaltotheconnector’ssleevediameter(withtolerancesof+0.1and-0.3mm)and be drilled according to the quantity and spacing specified in point 8.

When drilling holes in concrete, a rotary percussion drilling machine should be used with sintered carbide-tipped drills.

Holes in hollow brickwork and aerated concrete should be drilled using a rotary drilling machine without hammer action.

Depth of drilled holes must be 10 mm deeper than anchoring depth.To avoid damage at the reverse of the substrate, the wall thickness must be minimum 20 mm,

(30-40 mm in case of concrete) greater than the drilled hole depth.In situations when repeat drilling is required due to error, the distance from the original hole loca-

tion must be at least equal to actual hole depth.Before installing the connector holes should be cleaned - debris and dust can be removed using

an air pump, round brush or vacuum.Subsequently fixings can be placed in the hole and lightly hammered.During installation proper clamping of insulation panels to the substrate must be ensured. The

expansion nail is then hammered through the connector until the head is flush with the facade. Permanent fixing in the substrate is thus achieved.

Proper fixing of the connector can be assumed when it is fastened tightly in the substrate. When using products with a screw-in nail, further screwing will not be possible.Note: insulation fixings with a plastic pin are intended only for fastening light thermo-insulation

materials, for example polystyrene foam.Connectors with a steel pin are also suitable for fastening polystyrene foam, but are intended

for heavy insulation materials (for example mineral wool, when only this type of fixing should be applied). This is due to the requirement for high shear and bending resistance, which is provided in this case by the zinc-plated steel pin component. An additional advantage of the connector with steel pin is the added safety in the case of fire exposure where, after the plastic sleeve has melted, the connector nail continues to transmit shear and bending loads.

The high quality of these insulation fixings is proven by ITB technical recommendation RT ITB 1028/2005.



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tfix-8st

BASE MATERIAL:• Concrete (A) C12/15 - C50/60 acc. EN 206-1• ClaybrickMZ(B)min12MPaacc.EN771-1• Sand-limesolidbrickKS(B)min12MPaacc.DIN106• Sand-limeperforatedbrickKSL(C)min12MPaacc.DIN106• VerticallyperforatedclaybrickHLz(C)acc.DINV105• LightweightconcretehollowblockHBl(D)min2MPaacc.DIN18151• LightweightconcretesolidbrickV(D)min4MPaacc.DIN18151• Prefabricated reinforced components of lightweight aggregate concrete(LAC)4MPa,6MPa

• AutoclavedaeratedconcreteAAC(E)4MPa,6MPaacc.DINV4165

FEATURES:pLASTIC SLEEVE:• PolypropyleneFOAM pAD:• Cross-linked polyolefinSTEEL SCREW:• Zincelectroplatedcarbonsteel• Coating thickness min 5µm• Nylon head piece with TORX 40 drive

AppROVALS AND REpORTS:• ETA-11/0144

Size Product Code

Fixing Fixture

Diameter Length Plate diameter Min.thickness Max.thickness

d L D tfix A, B, C, D tfix E tfix A, B, C, D tfix E

[mm] [mm] [mm] [mm] [mm] [mm] [mm]

Ø8

TFIX-8ST-115 8 115 60 80 40 100 60

TFIX-8ST--135 8 135 60 100 60 120 80

TFIX-8ST-155 8 155 60 120 80 140 100

TFIX-8ST-175 8 175 60 140 100 160 120

TFIX-8ST-195 8 195 60 160 120 180 140

TFIX-8ST-215 8 215 60 180 140 200 160

TFIX-8ST-235 8 235 60 200 160 220 180

TFIX-8ST-255 8 255 60 220 180 240 200

TFIX-8ST-275 8 275 60 240 200 260 220

TFIX-8ST-295 8 295 60 260 220 280 240

TFIX-8ST-335 8 335 60 300 260 320 280

TFIX-8ST TFIX-PERFORATOR

TFIX-8ST – Screw-in facade fastener with self-embedding features


P R O D U C t i N f O R M At i O N


i N s tA L L At i O N DAtA



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tfix-8st

1. Drill a hole of required diameter and depth.2.Lightlytaptheplasticsleevethroughtheinsulationmaterialintoholewithahammer,untilfixingdepthisreached.3. Tighten screw until fixing is secure and flush with insulation material.

INSTALLATION GUIDE

Type of substrate (acc. ETAG) A, B, C, D EFixing diameter d [mm] 8 8

Hole diameter in substrate d0 [mm] 8 8

Min.holedepthinsubstrate h0 [mm] 40 80

Installation depth hnom [mm] 25 65

Min.substratethickness hmin [mm] 100 100

Min.spacing smin [mm] 100 100

Min.edgedistance cmin [mm] 100 100

Performance data for single anchor in tension without influence of edge distance and spacing

* partial safety factor 1.4

Substrate

Conc

rete

C12

/15

Conc

rete

≥ C

16/2

0

Conc

rete

C50

/60

Solid

bric

kMz

Verticallyperforatedcla

ybric

kHLz

Sand

-lim

e so

lid b

rick K

S

Sand

-lime pe

rforatedbrick

KSL

Lightweigh

tcon

cretesolid

bric

kV

Lightweigh

tcon

creteho

llowblock

HBL4

MPa

Lightweigh

tcon

creteho

llowblock

HBL6

MPa

Pref

abric

ated

rein

forc

ed co

mpo

nent

s of

light

wei

ght a

ggre

gate

conc

rete

4M

PaPr

efab

ricat

ed re

info

rced

com

pone

nts

of lig

htw

eigh

t agg

rega

te co

ncre

te

6MPa

Auto

clave

d ae

rate

d co

ncre

te A

AC

4MPa

Auto

clave

d ae

rate

d co

ncre

te A

AC

6MPa

Embedment depth hef

[mm] 25 25 25 25 25 25 25 25 25 25 25 25 65 65

MEAN ULTIMATE LOAD NRu,m

TFIX-8ST [kN] 1.64 2.03 1.74 1.68 0.94 1.32 1.15 0.64 0.48 0.71 0.66 0.99 1.08 1.61

CHARACTERISTIC LOAD NRk

TFIX-8ST [kN] 1.20 1.50 1.20 1.20 0.75 0.90 0.90 0.50 0.40 0.60 0.40 0.60 0.90 1.20

DESIGN LOAD NRd

TFIX-8ST [kN] 0.60 0.75 0.60 0.60 0.38 0.45 0.45 0.25 0.20 0.30 0.20 0.30 0.45 0.60

RECOMMENDED LOAD Nrec*

TFIX-8ST [kN] 0.43 0.54 0.43 0.43 0.27 0.32 0.32 0.18 0.14 0.21 0.14 0.21 0.32 0.43

Fixing type TFIX-8STPlate resistance [kN] 2.04

Plate stiffness [kN/mm] 0.60

Point thermal transmittance λ W/K 0.002


B A s i C P E R f O R M A N C E DAtA



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tfix-8s

TFIX-8S

BASE MATERIAL:• Concrete (A) C12/15 - C50/60 acc. EN 206-1• ClaybrickMZ(B)min12MPaacc.EN771-1• Sand-limesolidbrickKS(B)min12MPaacc.DIN106• Sand-limeperforatedbrickKSL(C)min12MPaacc.DIN106• VerticallyperforatedclaybrickHLz(C)acc.DINV105• LightweightconcretehollowblockHBl(D)min2MPa

acc. DIN 18151• LightweightconcretesolidbrickV(D)min4MPaacc.DIN18151• Prefabricated reinforced components of lightweight aggregate concrete(LAC)4MPa,6MPa

• AutoclavedaeratedconcreteAAC(E)4MPa,6MPa acc. DIN V 4165

TFIX-8S – A versatile screw-in facade fastener



FEATURES:pLASTIC SLEEVE:• PolypropyleneSTEEL SCREW:• Zincelectroplatedcarbonsteel• Coating thickness min 5µm• Nylon head piece with TORX 40 drive


Size Product Code

Fixing Fixture


d L D tfix A, B, C, D tfix E tfix A, B, C, D tfix E

[mm] [mm] [mm] [mm] [mm] [mm] [mm]

Ø8

TFIX-8S-115 8 115 60 80 40 100 60

TFIX-8S-135 8 135 60 100 60 120 80

TFIX-8S-155 8 155 60 120 80 140 100

TFIX-8S-175 8 175 60 140 100 160 120

TFIX-8S-195 8 195 60 160 120 180 140

TFIX-8S-215 8 215 60 180 140 200 160

TFIX-8S-235 8 235 60 200 160 220 180

TFIX-8S-255 8 255 60 220 180 240 200

TFIX-8S-275 8 275 60 240 200 260 220

TFIX-8S-295 8 295 60 260 220 280 240

TFIX-8S-335 8 335 60 300 260 320 280





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tfix-8s

1. Drill a hole of required diameter and depth.2.Lightlytaptheplasticsleevethroughtheinsulationmaterialintoholewithahammer,untilfixingdepthisreached.3. Tighten screw until fixing is secure and flush with insulation material.

INSTALLATION GUIDE

Type of substrate (acc. ETAG) A, B, C, D EFixing diameter d [mm] 8 8

Hole diameter in substrate d0 [mm] 8 8

Min.holedepthinsubstrate h0 [mm] 40 80









Substrate

Conc

rete

C12

/15

Conc

rete

≥ C

16/2

0

Conc

rete

C50

/60

Solid

bric

kMz

Verticallyperforatedcla

ybric

kHLz

Sand

-lim

e so

lid b

rick K

S

Sand

-limepe

rforatedbrick

KSL

Lightweigh

tcon

cretesolid

bric

kV

Lightweigh

tcon

creteho

llowblock

HBL4

MPa

Lightweigh

t con

creteho

llowblock

HBL 6

MPa

Pref

abric

ated

rein

forc

ed

com

pone

nts o

f lig

htw

eigh

t ag

greg

ateconc

rete4MPa

Pref

abric

ated

rein

forc

ed

com

pone

nts o

f lig

htw

eigh

t ag-

greg

ateconc

rete6MPa

Auto

clave

d ae

rate

d co

ncre

te A

AC

4MPa

Auto

clave

d ae

rate

d co

ncre

te A

AC

6MPa

Embedment depth hef

[mm] 25 25 25 25 25 25 25 25 25 25 25 25 65 65


TFIX-8S [kN] 1.64 2.03 1.74 1.68 0.94 1.32 1.15 0.64 0.48 0.71 0.66 0.99 1.08 1.61


TFIX-8S [kN] 1.20 1.50 1.20 1.20 0.75 0.90 0.90 0.50 0.40 0.60 0.40 0.60 0.90 1.20

DESIGN LOAD NRd

TFIX-8S [kN] 0.60 0.75 0.60 0.60 0.38 0.45 0.45 0.25 0.20 0.30 0.20 0.30 0.45 0.60


TFIX-8S [kN] 0.43 0.54 0.43 0.43 0.27 0.32 0.32 0.18 0.14 0.21 0.14 0.21 0.32 0.43

Fixing type TFIX-8SPlate resistance [kN] 2.04


Point thermal transmittance λ W/K 0.002



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tfix-8M

BASE MATERIAL:• Concrete (A) C12/15 - C50/60 acc. EN 206-1• ClaybrickMz(B)12MPaacc.DINV105• Sand-limesolidbrickKS(B)12MPaacc.DINV106• Sand-limeperforatedbrickKSL(C)12MPaacc.DIN106• PerforatedclaybrickHLz(C)12MPaacc.DINV105• LightweightconcretesolidblockVBl(D)4MPaacc.DIN18152• LightweightconcretehollowblocksHBl(D)2MPaacc.DIN

18151• Lightweightconcretesolidbrick(D)6MPaacc.DIN18152V

Size Product Code

Fixing Fixture


d L D tfix A, B, C, D tfix A, B, C, D

[mm] [mm] [mm] [mm] [mm]

Ø8

TFIX-8M-095 8 95 60 40 80

TFIX-8M-115 8 115 60 80 100

TFIX-8M-135 8 135 60 100 120

TFIX-8M-155 8 155 60 120 140

TFIX-8M-175 8 175 60 140 160

TFIX-8M-195 8 195 60 160 180

TFIX-8M-215 8 215 60 180 200

TFIX-8M-235 8 235 60 200 220

TFIX-8M-255 8 255 60 220 240

TFIX-8M-275 8 275 60 240 260

TFIX-8M-295 8 295 60 260 280

TFIX-8M

TFIX-8M – A versatile hammer-in facade fastener



FEATURES:pLASTIC SLEEVE:• PolypropyleneSTEEL NAIL:• Zincelectroplatedcarbonsteel• Coating thickness min 5µm• Nylon head piece






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tfix-8M

Type of substrate (acc. ETAG) A, B, C, DFixing diameter d [mm] 8

Hole diameter in substrate d0 [mm] 8

Min.holedepthinsubstrate h0 [mm] 35

Installation depth hnom [mm] 25

Min.substratethickness hmin [mm] 100

Min.spacing smin [mm] 100

Min.edgedistance cmin [mm] 100



Substrate

Conc

rete

Solid

bric

kMz

Sand

-lim

e so

lid b

rick K

S

Sand

-limepe

rforatedbrick

KSL

Perfo

ratedcla

ybric

kHLz

Lightweigh

t con

cretesolid

bl

ock V

Bl

Lightweigh

tcon

creteho

llow

bloc

k HBl

Lightweigh

tcon

cret

e so

lid V

Embedment depth hef [mm] 25 25 25 25 25 25 25 25


TFIX-8M [kN] 1.54 1.72 1.47 1.00 0.68 0.51 0.53 0.54


TFIX-8M [kN] 1.20 1.20 1.20 0.90 0.60 0.30 0.50 0.50

DESIGN LOAD NRd

TFIX-8M [kN] 0.60 0.60 0.60 0.45 0.30 0.15 0.25 0.25


TFIX-8M [kN] 0.43 0.43 0.43 0.32 0.21 0.11 0.18 0.18

Fixing type TFIX-8MPlate resistance [kN] 1.75


Point thermal transmittance λ [W/K] 0.002

1. Drill a hole of required diameter and depth.2.Lightlytaptheplasticsleevethroughtheinsulationmaterialintoholewithahammer,untilfixingdepthisreached.3. Hammer the nail into the plastic sleeve until fixing is secure and flush with insulation material.

INSTALLATION GUIDE





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Ki-10

BASE MATERIAL:• Concrete (A) C20/25 - C50/60 acc. EN 206-1• Solidbrick(B)min30MPaacc.EN771-1• Sand-limesolidbrick(B)min20MPaacc.DIN106(EN771-2)• Sand-limehollowbrick(C)min12MPaacc.DIN106

(EN 771-2)• Perforatedceramicbrick(C)min12MPaacc.DIN105(EN771-1)• VerticalperforatedblockPorotherm25(C)min15MPaacc.EN

771-1• VerticalperforatedceramicblockMEGAMAX250(C)min15MPa

acc. EN 771-1• Lightweightconcretehollowblock(D)min2MPaacc.DIN18151

(EN 771-3)• Lightweightconcretesolidblocks(D)min20MPaacc.EN771-3• Autoclavedaeratedconcreteblock(E)min2MPaacc.EN771-4

Size Product Code

Fixing Fixture


d L D tfix A, B, C tfix D tfix E tfix A, B, C tfix D tfix E

[mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm]

Ø10

KI-070 10 70 60 35 20 - 55 40 20

KI-090 10 90 60 55 40 20 75 60 40

KI-120 10 120 60 85 70 50 105 90 70

KI-140 10 140 60 105 90 70 125 110 90

KI-160 10 160 60 125 110 90 145 130 110

KI-180 10 180 60 145 130 110 165 150 130

KI-200 10 200 60 165 150 130 185 170 150

KI-220 10 220 60 185 170 150 205 190 170

FEATURES:• PolypropylenepLASTIC NAIL:• Polypropylene or polyamide PA6


KI-10

KI-10 – Insulation fixing with standard expansion zone and plastic nail











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Ki-10

INSTALLATION GUIDE

Type of substrate (acc. ETAG) A, B, C D EFixing diameter d [mm] 10 10 10

Hole diameter in substrate d0 [mm] 10 10 10

Min.holedepthinsubstrate h0 [mm] 35 50 70

Installation depth hnom [mm] 25 40 60

Min.substratethickness hmin [mm] 100 100 100

Min.spacing smin [mm] 100 100 100

Min.edgedistance cmin [mm] 100 100 100



Substrate

Conc

rete

C12

/15

Conc

rete

≥ C

16/2

0

Solid

bric

k

Sand

-lim

e so

lid b

rick

Sand

-lim

e ho

llow

bric

k

Perfo

rate

d ce

ram

ic br

ick

Perfo

rate

d ce

ram

ic br

ick

(i.e.

Poro

ther

m)

MEG

AMAX

Lightweigh

tcon

creteho

llow

bloc

k

Lightweigh

tcon

cretesolid

bl

ocks

Aera

ted

conc

rete

Embedment depth hef [mm] 25 25 25 25 25 40 40 40 40 60 60


KI-10 [kN] 0.78 0.7 0.72 0.89 0.96 0.74 0.57 0.67 0.75 0.78 0.25


KI-10 [kN] 0.50 0.50 0.50 0.60 0.60 0.40 0.40 0.30 0.40 0.50 0.10

DESIGN LOAD NRd

KI-10 [kN] 0.25 0.25 0.25 0.30 0.30 0.20 0.20 0.15 0.20 0.25 0.05


KI-10 [kN] 0.18 0.18 0.18 0.21 0.21 0.14 0.14 0.11 0.14 0.18 0.04

Fixing type KI-10Plate resistance [kN] 0.86


Point thermal transmittance λ [W/K] –

1. Drill a hole of required diameter and depth.2.Lightlytaptheplasticsleevethroughtheinsulationmaterialintoholewithahammer,untilfixingdepthisreached.3.Lightlytaptheplasticnailintotheplasticsleeveuntilfixingissecureandflushwithinsulationmaterial.

KI-10 – Insulation fixing with standard expansion zone and plastic nail





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KI-10M

BASE MATERIAL:• Concrete(A)C20/25-C50/60acc.EN206-1• Solidbrick(B)min30MPaacc.EN771-1• Sand-limesolidbrick(B)min20MPaacc.DIN106(EN771-2)• Sand-limehollowbrick(C)min12MPaacc.DIN106(EN771-2)• Perforatedceramicbrick(C)min12MPaacc.DIN105(EN771-1)• VerticalperforatedblockPorotherm25(C)min15MPaacc.EN771-1

• VerticalperforatedceramicblockMEGAMAX250(C)min15MPaacc.EN771-1

• Lightweightconcretehollowblock(D)min2MPaacc.DIN18151(EN771-3)

• Lightweightconcretesolidblocks(D)min20MPaacc.EN771-3• Autoclavedaeratedconcreteblock(E)min2MPaacc.EN771-4

Size ProductCode

Fixing Fixture

Diameter Length Platediameter Min.thickness Max.thickness

d L D tfixA,B,C tfixD tfixE tfixA,B,C tfixD tfixE

[mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm]

Ø10

KI-090M 10 90 60 55 40 20 75 60 40

KI-120M 10 120 60 85 70 50 105 90 70

KI-140M 10 140 60 105 90 70 125 110 90

KI-160M 10 160 60 125 110 90 145 130 110

KI-180M 10 180 60 145 130 110 165 150 130

KI-200M 10 200 60 165 150 130 185 170 150

KI-220M 10 220 60 185 170 150 205 190 170

KI-240M 10 240 60 205 190 170 225 210 190

KI-260M 10 260 60 225 210 190 245 230 210

FEATuRES:KI-10 MPLASTIC SLEEVE• PolypropyleneMETAL NAIL• Zincelectroplatedcarbonsteel• Coatingthicknessmin5µmKES• Polystyrenecap

APPROVALS AND REPORTS:• ETA-07/0291• AT-15-8091/2009

KI-10M

KI-10M – Insulation fixing with standard expansion zone and metal nail


P R O D U C T I N F O R M AT I O N


I N S TA L L AT I O N DATA

KES



351

F

KI-10M

1.Drillaholeofrequireddiameteranddepth.2.Lightlytaptheplasticsleevethroughtheinsulationmaterialintoholewithahammer,untilfixingdepthisreached.3.Hammerthesteelnailintotheplasticsleeveuntilfixingissecureandflushwithinsulationmaterial.

INSTALLATION GuIDE

Typeofsubstrate(acc.ETAG) A,B,C D EFixingdiameter d [mm] 10 10 10

Holediameterinsubstrate d0 [mm] 10 10 10

Min.holedepthinsubstrate h0 [mm] 35 50 70

Installationdepth hnom [mm] 25 40 60

Min.substratethickness hmin [mm] 100 100 100

Min.spacing smin [mm] 100 100 100

Min.edgedistance cmin [mm] 100 100 100

*partialsafetyfactor1.4

Substrate

Conc

reteC12

/15

Conc

rete≥C16

/20

Solid

bric

k

Sand

-limesolid

bric

k

Sand

-limeho

llowbric

k

Perfo

rated ceramicbrick

Perfo

ratedceramicbrick

(i.e.Po

rotherm)

MEG

AMAX

Lightweigh

tcon

creteho

llow

block

Lightweigh

tcon

cretesolid

blocks

Aeratedconc

rete

Embedmentdepthhef [mm] 25 25 25 25 25 40 40 40 40 60 60

MEAN uLTIMATE LOAD NRu,m

KI-10M [kN] 0.92 0.97 0.77 1.11 1.01 0.74 0.57 0.67 0.75 0.98 0.17

ChARACTERISTIC LOAD NRk

KI-10M [kN] 0.50 0.50 0.40 0.60 0.50 0.40 0.30 0.30 0.40 0.60 0.10

DESIGN LOAD NRd

KI-10M [kN] 0.25 0.25 0.20 0.30 0.25 0.20 0.15 0.15 0.20 0.30 0.05


KI-10M [kN] 0.18 0.18 0.14 0.21 0.18 0.14 0.11 0.11 0.14 0.21 0.04

Fixingtype KI-10MPlateresistance [kN] 0.86

Platestiffness [kN/mm] 0.6

Pointthermaltransmittanceλ [W/K] –

Performancedataforsingleanchorintensionwithoutinfluenceofedgedistanceandspacing


B A S I C P E R F O R M A N C E DATA



AA352

F

KI-10N

BASE MATERIAL:• Solidbrick(B)min20MPaacc.EN771-1• Verticallyperforatedblocks(C)acc.PN-B-12069:1998• Lightweightaggregateconcretehollowblocks(D)10MPaacc.EN771-3

• Autoclavedaeratedconcreteblocks(E)600markVacc.EN771-4

Size ProductCode

Fixing Fixture


d L D tfixB,C,D,E tfixB,C,D,E


Ø10

KI-120N 10 120 60 50 70

KI-140N 10 140 60 70 90

KI-160N 10 160 60 90 110

KI-180N 10 180 60 110 130

KI-200N 10 200 60 130 150

KI-220N 10 220 60 150 170

KI-240N 10 240 60 170 190

KI-260N 10 260 60 190 210

KI-300N 10 300 60 210 250

FEATuRES:PLASTIC SLEEVE• PolypropyleneSTEEL NAIL• Zincelectroplatedcarbonsteel• Coatingthicknessmin5µm• Nylonheadpiece

APPROVALS AND REPORTS:• ETA-07/0221

KI-10N

KI-10N – Insulation fixing with long expansion zone







353

F

KI-10N

1.Drillaholeofrequireddiameteranddepth.2.Lightlytaptheplasticsleevethroughtheinsulationmaterialintoholewithahammer,untilfixingdepthisreached.3.Hammerthenailintotheplasticsleeveuntilfixingissecureandflushwithinsulationmaterial.

INSTALLATION GuIDE

Typeofsubstrate(acc.ETAG) B,C,D,EFixingdiameter d [mm] 10

Holediameterinsubstrate d0 [mm] 10


Installationdepth hnom [mm] 60






Substrate Solidbrick Verticallyperforatedblocks

Lightweightaggregateconcrete

hollowblocks

Autoclavedaeratedconcreteblocks

Embedmentdepthhef [mm] 60 60 60 60


KI-10N [kN] 1.57 0.82 0.88 1.54


KI-10N [kN] 0.90 0.40 0.30 0.90

DESIGN LOAD NRd

KI-10N [kN] 0.45 0.20 0.15 0.45


KI-10N [kN] 0.32 0.14 0.11 0.32

Fixingtype KI-10NPlateresistance [kN] 1.04



DANE uPROSzCzONE DLA POjEDyNCzEGO zAMOCOwANIA





AA354

F

BASE MATERIAL:• Solidbrick(B)min20MPaacc.EN771-1• Verticallyperforatedblocks(C)acc.PN-B-12069:1998

• Lightweightaggregateconcretehollowblocks(D)10MPaacc.EN771-3

• Autoclavedaeratedconcreteblocks(E)600markVacc.EN771-4

FEATuRES:PLASTIC SLEEVE• PolypropyleneSTEEL NAIL• Zincelectroplatedcarbonsteel• Coatingthicknessmin5µm• Nylonheadpiecewithhexdrive

APPROVALS AND REPORTS:• ETA-07/0221

KI-10NS

Size ProductCode

Fixing Fixture


d L D tfixB,C,D,E tfixB,C,D,E


Ø10

KI-120NS 10 120 60 50 70

KI-140NS 10 140 60 70 90

KI-160NS 10 160 60 90 110

KI-180NS 10 180 60 110 130

KI-200NS 10 200 60 130 150

KI-220NS 10 220 60 150 170

KI-260NS 10 260 60 190 210

KI-300NS 10 300 60 230 250

KI-10NS – Insulation fixing with long expansion zone and screw



KI-10NS





355

F

1.Drillaholeofrequireddiameteranddepth.2.Lightlytaptheplasticsleevethroughtheinsulationmaterialintoholewithahammer,untilfixingdepthisreached.3.Tightenscrewuntilfixingissecureandflushwithinsulationmaterial.

INSTALLATION GuIDE

Typeofsubstrate(acc.ETAG) B,C,D,EFixingdiameter d [mm] 10

Holediameterinsubstrate d0 [mm] 10


Installationdepth hnom [mm] 60





Substrate Solidbrick Verticallyperforatedblocks

Lightweightaggregateconcrete

hollowblocks

Autoclavedaeratedconcreteblocks

Embedmentdepthhef [mm] 60 60 60 60


KI-10NS [kN] 1.86 0.71 0.53 0.89


KI-10NS [kN] 1.20 0.40 0.30 0.75

DESIGN LOAD NRd

KI-10NS [kN] 0.60 0.20 0.15 0.38


KI-10NS [kN] 0.43 0.14 0.11 0.27

Fixingtype KI-10NPlateresistance [kN] 1.04



KI-10NS






AA356

F

MKI+MKC

BASE MATERIAL:• Concrete(A)minC20/25acc.PN-EN206-1:2003• Claybrick(B)min15MPaacc.PN-EN771-1:2006• Sand-limesolidbrick(B)min15MPaacc.PN-EN771-2:2006

• Aeratedconcrete(E)600MarkVacc.PN-EN771-4:2004

Size ProductCode

Fixing Fixture

Diameter Length PlatediameterMKC Max.thickness

d L D tfix

[mm] [mm] [mm] [mm]

Ø8

MKI-060/8 8 60 80 10

MKI-090/8 8 90 80 40

MKI-110/8 8 110 80 60

MKI-130/8 8 130 80 80

MKI-140/8 8 140 80 90

MKI-150/8 8 150 80 100

MKI-170/8 8 170 80 120

MKI-190/8 8 190 80 140

MKI-200/8 8 200 80 150

MKI-210/8 8 210 80 160

MKI-230/8 8 230 80 180

MKI-250/8 8 250 80 200

MKI-270/8 8 270 80 220

MKI-300/8 8 300 80 250

FEATuRES:OnthebasisofEuropeanComissionDecisionNo.96/603/EC,2000/605/ECand2003/424/ECKOELNERMKIsteelconnectorsareclassifiedinClassA1ofreactiontofire,andonthebasisofinstruc-tionsITBNo401/2004havebeenclassifiedasnon-combustible.FIXING:• Carbonsteel,gradeS235JRG2• Coatingthicknessmin8µm

APPROVALS AND REPORTS:• AT-15-8092/2009

MKI MKC

MKI+MKC – Fireproof connector for EPS and mineral wool installation







357

F

MKI+MKC

Substrate A,B EFixingdiameter d [mm] 8 8

Holediameterinsubstrate d0 [mm] 8 -

Min.holedepthinsubstrate h0 [mm] 60 -

Installationdepth hnom [mm] 50 50






Substrate Concrete Solidbrick Sand-limesolidbrick Autoclavedaeratedconcrete

Embedmentdepthhhef [mm] 50 50 50 50


MKI+MKC [kN] 1.05 0.85 0.85 1.05


MKI+MKC [kN] 0.85 0.65 0.80 0.90

DESIGN LOAD NRd

MKI+MKC [kN] 0.34 0.22 0.32 0.26


MKI+MKC [kN] 0.24 0.16 0.23 0.19

Fixingtype MKI+MKC-80Pullthefixingplatethroughtheinsulationmaterialwiththickness50mm.Acc.ETAG004 [kN] 0.32*

*characteristicload

1.Drillaholeofrequireddiameteranddepth.2.LightlytapMKIfixing,withMKCwasher,throughtheinsulationmaterialintoholewithahammer,untilfixingdepthisreached.

INSTALLATION GuIDE





AA358

F

MKI-A2+MKC

BASE MATERIAL:• Concrete(A)minC20/25acc.PN-EN206-1:2003• Claybrick(B)min15MPaacc.PN-EN771-1:2006• Sand-limesolidbrick(B)min15MPaacc.PN-EN771-2:2006• Aeratedconcrete(E)600MarkVacc.PN-EN771-4:2004

Size ProductCode

Fixing Fixture

Diameter Length PlatediameterMKC Max.thickness

d L D tfix

[mm] [mm] [mm] [mm]

Ø8MKI-A2-070/8 8 70 80 20

MKI-A2-090/8 8 90 80 40

FEATuRES:OnthebasisofEuropeanComissionDecisionNo.96/603/EC,2000/605/ECand2003/424/ECKOELNERMKI-A2steelconnectorsareclassifiedinClassA1ofreactiontofire,andonthebasisofinstructionsITBNo401/2004havebeenclassifiedasnon-combustible.FIXING:• StainlesssteelclassA2grade1.4301

APPROVALS AND REPORTS:• AT-15-8092/2009

MKC

Substrate A EFixingdiameter d [mm] 8 8

Holediameterinsubstrate d0 [mm] 8 -

Min.holedepthinsubstrate h0 [mm] 60 -

Installationdepth hnom [mm] 50 50









MKI-A2



359

F



Substrate Concrete Solid brick Sand-lime solid brick Autoclaved aerated concrete

Embedment depth hef [mm] 50 50 50 50

Mean ultiMate load nRu,m

MKI-A2 + MKC [kN] 1.10 0.85 0.90 1.10

ChaRaCteRistiC load nRk

MKI-A2 + MKC [kN] 0.95 0.75 0.85 0.90

design load nRd

MKI-A2 + MKC [kN] 0.37 0.26 0.30 0.29

ReCoMMended load nrec*

MKI-A2 + MKC [kN] 0.26 0.19 0.21 0.21

Fixing type MKI-A2+MKC-80Pull the fixing plate through the insulation material with thickness 50 mm. Acc. ETAG 004 [kN] 0.32*

* characteristic load

installation guide1. Drill a hole of required diameter and depth.2. Lightly tap MKI-A2 fixing, with MKC washer, through the insulation material into hole with a hammer, until fixing depth is reached.


mki-a2+mkc


B a S i c P E R F O R m a N c E DaTa



AA360

F

kc+Uc

Base MateRial:• Timber class C24 acc. PN-EN 338:2004

Size Product Code

Fixing Fixture

ScrewPlate diameter Max. thickness

Diameter Length

d L D tfix

[mm] [mm] [mm] [mm]

Ø5.0

KC + UC-5050 5 50 60 30

KC + UC-5060 5 60 60 40

KC + UC-5070 5 70 60 50

KC + UC-5080 5 80 60 60

KC + UC-5090 5 90 60 70

KC + UC-50100 5 100 60 80

Ø6.0

KC + UC-60100 6 100 60 75

KC + UC-60120 6 120 60 95

KC + UC-60140 6 140 60 115

KC + UC-60160 6 160 60 135

KC + UC-60200 6 200 60 175

FeatuRes:Flange• Impact resistant polypropylene PP copolymersCReW• Zinc electroplated carbon steel• Coating thickness min 5µm

aPPRoVals and RePoRts:• AT-15-4627/2012

KC + UC

Substrate TimberFixing diameter d [mm] 5 6

Hole diameter in substrate d0 [mm] – –

Min. hole depth in substrate h0 [mm] – –


Min. substrate thickness hmin [mm] 20 25

Min. spacing smin [mm] 100 100

Min. edge distance cmin [mm] 100 100

KC+UC – Holding flange with screw for insulation fixed to timber


P R O D U c T i N F O R m aT i O N


i N S Ta L L aT i O N DaTa



361

F

1. Lightly insert KC plate into insulation material and drill the UC screw into substrate, until fixing depth is reached.

installation guide


* partial safety factor 1.4screw pulls through flange

Substrate Timber

Embedment depth hef [mm] 20 25


KC+UC Ø5.0 [kN] 0.78 –

KC+UC Ø6.0 [kN] – 0.98


KC+UC Ø5.0 [kN] 0.73 –

KC+UC Ø6.0 [kN] – 0.91

design load nRd

KC+UC Ø5.0 [kN] 0.24 –

KC+UC Ø6.0 [kN] – 0.30


KC+UC Ø5.0 [kN] 0.17 –

KC+UC Ø6.0 [kN] – 0.22

KC+UC – Holding flange with screw for insulation fixed to timber

kc+Uc





AA362

F

kc+WB

Base MateRial:• Steel 0.75-2.00mm thickness, grade S280GD

acc. PN-EN 10346:2011

Size Product Code

Fixing Fixture

ScrewPlate diameter Max. thickness

Diameter Length

d L D tfix

[mm] [mm] [mm] [mm]

Ø5.0

KC + WB-48100 4.8 100 60 90

KC + WB-48120 4.8 120 60 110

KC + WB-48140 4.8 140 60 130

KC + WB-48160 4.8 160 60 150

KC + WB-48170* 4.8 170 60 160

KC + WB-48180 4.8 180 60 170

KC + WB-48200 4.8 200 60 190

KC + WB-48220 4.8 220 60 210

FeatuRes:Flange• Impact-resistant polypropylene PP copolymersCReW• Zinc electroplated carbon steel • Coating thickness min 5µm• Self-tapping

aPPRoVals and RePoRts:• AT-15-4627/2012

KC + UC

Substrate SteelFixing diameter d [mm] 4.8

Hole diameter in substrate d0 [mm] –

Min. hole depth in substrate h0 [mm] –

Installation depth hnom [mm] 0.75

Min. substrate thickness hmin [mm] 0.75

Min. spacing smin [mm] 100

Min. edge distance cmin [mm] 100

KC+WB – Holding flange with screw for insulation fixed to steel







* not covered by approval



363

F

installation guide



Substrate Steel

Embedment depth hef [mm] 0.75


KC + WB [kN] 0.86


KC + WB [kN] 0.81

design load nRd

KC + WB [kN] 0.44


KC + WB [kN] 0.31

1. Lightly insert KC plate into insulation material and drill the WB screw into substrate, until fixing depth is reached.

KC+WB – Holding flange with screw for insulation fixed to steel



kc+WB



AA364

F

kik

Base MateRial:• Concrete• Solid brick

FeatuRes:FiXing• Impact-resistant polypropylene copolymer

Size Ø8Fixing diameter d [mm] 8

Hole diameter in substrate d0 [mm] 8

Min. hole depth in substrate h0 [mm] 40

Installation depth hnom [mm] 30

Min. substrate thickness hmin [mm] 100

Min. spacing smin [mm] 100

Min. edge distance cmin [mm] 100

Size Product Code

Fixing Fixture

Diameter Length Plate diameter Max. thickness

d L D tfix

[mm] [mm] [mm] [mm]

Ø10KIK-070 8 70 35 30

KIK-090 8 90 35 50

KIK

1. Drill a hole of required diameter and depth.2. Lightly tap the plastic fixing through the insulation material into hole with a hammer, until fixing depth is reached.

installation guide

KIK – Single fixing for insulation installed in zones without wind forces KWL – Insulation holding flange for KI, TFIX & KC fixings







365

F

kWL

FeatuRes:used in ConJunCtion With tFiX, Ki, KC• Polyamide PA 6.0 reinforced with fibre glass • Impact resistant copolymer of polypropylene PP • Installations of lamella wool to substrate

aPPRoVals and RePoRts:• ETA-07/0221 • ETA-07/0291 • ETA-07/0336 • ETA-11/0144 • AT-15-4627/2012

1. Drill a hole of required diameter and depth.2. Lightly tap the plastic sleeve with additional KWL flange through the insulation material into hole with a hammer, until fixing depth is reached.3. Lightly hammer the nail into the plastic sleeve (or tighten screw) until fixing is secure and flush with insulation material.

installation guide

Size Product Code

Fixing

Diameter Length Plate diameter

d L D

[mm] [mm] [mm]Ø90 KWL-090 90 − 60

Ø110 KWL-110 110 − 60

Ø120 KWL-140 140 − 60

KWL-140

KWL-110KWL-090

KIK – Single fixing for insulation installed in zones without wind forces KWL – Insulation holding flange for KI, TFIX & KC fixings







AA366

F

NOTES

technical handbook - thermal insulation fixings – facade · thera insuation fixings fi facade e...

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