MECHANICAL CLADDING FIXATION - unitech-ikk.com leaflet.pdf · Wind Load for Cladding Facade...

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MECHANICAL CLADDING FIXATION STANGLE Specialized Factory for Steel Products SIGMA Factory for Steel Products SA09/2115 8 8

Transcript of MECHANICAL CLADDING FIXATION - unitech-ikk.com leaflet.pdf · Wind Load for Cladding Facade...

Page 1: MECHANICAL CLADDING FIXATION - unitech-ikk.com leaflet.pdf · Wind Load for Cladding Facade According to DIN 1055 part 4 Cp :-0.7 for H/A > 0.5-0.5 for H/A < 0.25 Values in

PBPB 1

MECHANICAL CLADDING FIXATION

STANGLE

Specialized Factory for Steel ProductsSIGMA Factory for Steel Products

SA09/21158

8

Page 2: MECHANICAL CLADDING FIXATION - unitech-ikk.com leaflet.pdf · Wind Load for Cladding Facade According to DIN 1055 part 4 Cp :-0.7 for H/A > 0.5-0.5 for H/A < 0.25 Values in

32 3222 32 3

Fixing in the Horizontal Joint Fixing in the Vertical Joint

RestraintLoad Bearing & Restraint

Load BearingLoad Bearing Restraint

Introduction

Natural building stone is normally chosen to be the building’s cladding because of its beauty, low maintenance and resistance to the effects of weather.

Fixing Variations

- Fixing in the horizontal joint - Fixing in the vertical joint

Loads- Self load = (Dead Load)- Wind load - Seismic load- Temperature variation load

A = building lengthb = building widthH = height of buildingq = velocity pressurewp= wind pressurews = wind suction

Wind Pressure= wp = cp x qAerodymnamic Pressure Coefficient = cp

Wind Load for Cladding Facade According to DIN 1055 part 4

Cp :-0.7 for H/A > 0.5-0.5 for H/A < 0.25Values in between can be obtained by interpolation.

Cp :-0.7 for H/b > 0.5-0.5 for H/b < 0.25Values in between can be obtained by interpolation.

q(KN/m2)

1.30

1.10

0.80

0.50

wind pressure

wp = 1.30

wp = 1.10

wp = 0.80

wp = 0.50

100m

20m

8m

building width

Heigh

t of b

uildin

g

Types of Facade Building Substructure

1- Stone fixed to concrete wall2- Stone fixed to hollow block wall3- Stone fixed to solid block4- Stone fixed to composite substructure

wind suction

ws = -0.91ws = -2.60

ws = -2.20

ws = -1.60

ws = -1.00

ws = -0.77

ws = -0.56

ws = -0.35

100m

20m

8m

b

b=building width

b

A

winddirection

Cp-values windfrom frontside

0.8 x q x 1.25

-2.0-2.0

Cp

Lee -0.5

Luv +0.8

Cp

A

Cp-values windfrom left

Cp

Cp

-0.5+0.8

winddirectionb

Page 3: MECHANICAL CLADDING FIXATION - unitech-ikk.com leaflet.pdf · Wind Load for Cladding Facade According to DIN 1055 part 4 Cp :-0.7 for H/A > 0.5-0.5 for H/A < 0.25 Values in

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Brackets Types

EA

B

C

F S

G

L-Bracket (Standard & Serrated)Type ST- 500 1100 With PinMaterials: SS304, SS316, SS316L, SS316TI, S235JR-MG, S235JR-HDG

A

B

C

F S

G

H

L-Bracket (Standard & Serrated)Type ST- 500 1200 Up and Down AngleMaterials: SS304, SS316, SS316L, SS316TI, S235JR-MG, S235JR-HDG

Page 4: MECHANICAL CLADDING FIXATION - unitech-ikk.com leaflet.pdf · Wind Load for Cladding Facade According to DIN 1055 part 4 Cp :-0.7 for H/A > 0.5-0.5 for H/A < 0.25 Values in

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Brackets Types

A

B

C

F S

G

H

L-BracketType ST- 500 1300 Up AngleMaterials: SS304, SS316, SS316L, SS316TI, S235JR-MG, S235JR-HDG

A

B

C

F S

G

H

L-BracketType ST- 500 1400 Down AngleMaterials: SS304, SS316, SS316L, SS316TI, S235JR-MG, S235JR-HDG

Page 5: MECHANICAL CLADDING FIXATION - unitech-ikk.com leaflet.pdf · Wind Load for Cladding Facade According to DIN 1055 part 4 Cp :-0.7 for H/A > 0.5-0.5 for H/A < 0.25 Values in

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c

m

a±xN

S

Brackets Types

Z-Bracket with Back Leg Type ST- 600 1100Horizontal JointMaterials: SS304, SS316, SS316L, SS316TI, S235JR-MG, S235JR-HDG

c

m

a±xN

S

a±x

T

m

e

a

Omega BracketType ST- 700 1100Vertical JointMaterials: SS304, SS316, SS316L, SS316TI, S235JR-MG, S235JR-HDG

c

m

a±xN

S

c

m

a±xN

S

Page 6: MECHANICAL CLADDING FIXATION - unitech-ikk.com leaflet.pdf · Wind Load for Cladding Facade According to DIN 1055 part 4 Cp :-0.7 for H/A > 0.5-0.5 for H/A < 0.25 Values in

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Brackets Types

Type ST- 900 1100load bearing and restraining corrugated stud.Material: SS304, SS316, SS316L, SS316TI, S235JR-MG, S235JR-HDG

dv

lvhef

do

ho T�x

dv

lvhef

do

ho T�x

Type ST- 800 1100 Fishtail Up & Down Materials: SS304, SS316, SS316L, SS316TI, S235JR-MG, S235JR-HDG Fixining in Concrete and solid block C

BL

A

H

S

Type ST- 800 1200 Fishtail with Pin Materials: SS304, SS316, SS316L, SS316TI, S235JR-MG, S235JR-HDG Fixining in Concrete and solid block

C

B

L

A

H

S

Metals

Stai

nles

s St

eel

Mild

Ste

el

Alu

min

ium

Br

onze

Phos

phor

Br

onze

Copp

er

Cast

Iron

Alu

min

ium

Zinc

Stainless Steel

Mild Steel

Aluminium Bronze

Phosphor Bronze

Copper

Cast Iron

Aluminium

Zinc

Keys Can be used in contact under all conditions. Can be used in contact under dry conditions (i.e. cast-in, or within a cavity above d.p.c. level except where the cavity is used for free drainage). Should not be used in contact.

Compatibility of Different Metals

Page 7: MECHANICAL CLADDING FIXATION - unitech-ikk.com leaflet.pdf · Wind Load for Cladding Facade According to DIN 1055 part 4 Cp :-0.7 for H/A > 0.5-0.5 for H/A < 0.25 Values in

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Anchor Types

Drop in Anchor - SDA

• Materials: - zinc plated steel - stainless steel [ SS 304 (A2), SS 316 (A4) ]

Sleeve Anchor - SAS

• Materials: - zinc plated steel - stainless steel [ SS 304 (A2) , SS 316 (A4) ]

Through Bolt - STB (Wedge Anchor)

• Materials: - zinc plated steel - stainless steel [ SS 304 (A2) , SS 316 (A4) ]

Expansion Steel Anchor - STM

• Materials: - zinc plated steel - stainless steel [ SS 304 (A2) , SS 316 (A4) ]

FR AMI NG SY STEM S ACC ESSORI ES

s

L

D

L

Loadcap.

[kN]

Order example:

Order example:

Loadcap.

[kN]

S

[mm]

L

[mm]

D

[mm]

L

[mm]

10/10

12/14

13/16

16/20

21/25

26/32

13

17

22

15

20

25

30

40

50

40

40

50

2,2

4,0

6,4

9,3

17,3

27,0

6,4

9,3

17,3

M 6

M 8

M 10

M 12

M 16

M 20

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16

M 20

M 10

M 12

M 16

CS - GV - M 16

HRC - GV - M 12

Coupler Sleeves, Square washers ,Sleeve Anchor ,Throught Anchor .......

Throught Anchor

Sleeve Anchor

b

da

b

d

a

Order Example: SW 41/41 - HDG - M 12

40 x 40 x 5

40 x 40 x 5

40 x 40 x 5

40 x 40 x 6

40 x 40 x 6

40 x 40 x 6

a x b x d

[mm]

M 10

M 12

M 16

M 6

M 10

M 12

M 6

M 10

M 12

M 10

M 12

M 16

ElectroplatedThread - GV

ElectroplatedThread - GV

Stainless SteelThread

Stainless SteelThread

H.D. Galvanisedfor Bolts - HDG

Stainless Steelfor Bolts

Yellow zinc plated SteelThread (Zn)

L (mm)

Order example:

M 6

M 8

M 10

M 12

45

50

60

74

M 6

M 8

M 10

STM - Zn - M 12

Stainless Steel

Thread

Drill

(mm)

10

12

15

18

Min.Drill hole

(mm)

55

60

75

90

M 6

M 8

M 10

Stainless Steel

Thread

Yellow zinc plated SteelThread (Zn)

Screwx Length (mm)

Order example:

M 6

M 8

M 10

M 12

6x50

8x60

10x80

12x90

STMH - Zn - M 12

S max fixing(mm)

5

10

20

25

Yellow zinc plated Steel Thread (Zn)

10

25

45

75

10.3

12.2

17.1

25.3

9.6

17.5

27.8

40.5

M 6

M 8

M 10

M 12

TypeMax Torque

(mm)Pull Out

Shear

8

19

38

9.5

14

19

8.4

15.4

24.4

Max Torque(mm)

Pull Out

Shear

Stainless SteelThread

Pull-out values in KN -concrete R 250kg/cm2

its is advisable to apply safty factor in consideration of the various ways of employment

(1KN=100kg)

FR AMI NG SY STEM S ACC ESSORI ES

s

L

D

L

Loadcap.

[kN]

Order example:

Order example:

Loadcap.

[kN]

S

[mm]

L

[mm]

D

[mm]

L

[mm]

10/10

12/14

13/16

16/20

21/25

26/32

13

17

22

15

20

25

30

40

50

40

40

50

2,2

4,0

6,4

9,3

17,3

27,0

6,4

9,3

17,3

M 6

M 8

M 10

M 12

M 16

M 20

M 10

M 12

M 16

M 6

M 8

M 10

M 12

M 16

M 20

M 10

M 12

M 16

CS - GV - M 16

HRC - GV - M 12

Coupler Sleeves, Square washers ,Sleeve Anchor ,Throught Anchor .......

Throught Anchor

Sleeve Anchor

b

da

b

d

a

Order Example: SW 41/41 - HDG - M 12

40 x 40 x 5

40 x 40 x 5

40 x 40 x 5

40 x 40 x 6

40 x 40 x 6

40 x 40 x 6

a x b x d

[mm]

M 10

M 12

M 16

M 6

M 10

M 12

M 6

M 10

M 12

M 10

M 12

M 16

ElectroplatedThread - GV

ElectroplatedThread - GV

Stainless SteelThread

Stainless SteelThread

H.D. Galvanisedfor Bolts - HDG

Stainless Steelfor Bolts

Yellow zinc plated SteelThread (Zn)

L (mm)

Order example:

M 6

M 8

M 10

M 12

45

50

60

74

M 6

M 8

M 10

STM - Zn - M 12

Stainless Steel

Thread

Drill

(mm)

10

12

15

18

Min.Drill hole

(mm)

55

60

75

90

M 6

M 8

M 10

Stainless Steel

Thread

Yellow zinc plated SteelThread (Zn)

Screwx Length (mm)

Order example:

M 6

M 8

M 10

M 12

6x50

8x60

10x80

12x90

STMH - Zn - M 12

S max fixing(mm)

5

10

20

25

Yellow zinc plated Steel Thread (Zn)

10

25

45

75

10.3

12.2

17.1

25.3

9.6

17.5

27.8

40.5

M 6

M 8

M 10

M 12

TypeMax Torque

(mm)Pull Out

Shear

8

19

38

9.5

14

19

8.4

15.4

24.4

Max Torque(mm)

Pull Out

Shear

Stainless SteelThread

Pull-out values in KN -concrete R 250kg/cm2

its is advisable to apply safty factor in consideration of the various ways of employment

(1KN=100kg)

Technical Data:Recommended loads (non-cracked concrete C 20/25).

Type Tension Load(KN)

Shear Load(KN)

Torque Moment (Nm)

M6 2.5 2.3 10M8 3.3 4.4 17

M10 4.7 6.5 34M12 6.9 8.5 60

Technical Data:Recommended loads (non-cracked concrete C 20/25).

Bolt SizeTension

Load(KN)

Shear Load(KN)

Torque Mo-ment (Nm)

M6 1.40 2.0 10.0M8 2.45 3.3 25.0

M10 3.5 5.0 40.0M12 ....... ....... .......

Technical Data:Through bolt zinc plated (non-cracked concrete C20/25).

BoltSize

Tension Load(KN)

Shear Load(KN)

Torque Mo-ment (Nm)

M6 2.0 1.90 4.0M8 4.0 4.0 15.0

M10 5.95 5.95 30.0M12 8.80 10.0 50.0M16 12.0 16.0 100

V = Very suitable S = Somehow suitable X = not suitable

Concrete Hollow Concrete Block

Grout Filled Block

Soft Natural Stone

Hard Natural Stone

Immediate Loading

Expansion Steel Anchor

S S V V S V

Drop-In Anchor V X S X s V

Sleeve Anchor V V V S S V

Wedge Anchor V X S X s V

Technical Data:Recommended loads (non-cracked concrete C 20/25).

Threadedsize

Tension Load(KN)

Shear Load(KN)

Torque Moment (Nm)

M6 2.0 1.2 4.0M8 3.5 2.2 8.0

M10 4.25 3.5 15.0M12 5.95 5.0 35.0

Threadedsize

Tension Load(KN)

Shear Load(KN)

Torque Moment (Nm)

M6 0.7 0.7 4.0M8 1.20 1.2 8.0

M10 1.75 1.75 15.0M12 2.8 2.80 35.0

Recommended loads (cracked concrete).

Page 8: MECHANICAL CLADDING FIXATION - unitech-ikk.com leaflet.pdf · Wind Load for Cladding Facade According to DIN 1055 part 4 Cp :-0.7 for H/A > 0.5-0.5 for H/A < 0.25 Values in

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