Post on 11-Jul-2018
PBPB 1
MECHANICAL CLADDING FIXATION
STANGLE
Specialized Factory for Steel ProductsSIGMA Factory for Steel Products
SA09/21158
8
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
32 3222 32 3
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
554 54 5444 54 5
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
554 54 5444 54 5
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
776 76 76 76 7666 76 76 76 7
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
776 76 76 76 7666 76 76 76 7
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).
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