PremiLine 1

Transcription

PremiLine 1

PremiLine
Last revised: Septembre 2008
© profine GmbH
Specifications subject to modification without prior notice
Order no. 101TD0031
System
Register
PremiLine
1.1
Page
1
PremiLine
System attributes
Three chamber profile cross section
with 54 mm building depth
Large scale steel reinforcements with
high static properties and precision fit
in hardware
Preinstalled brush pile and coextruded
PCE glazing gasket
Compatible with all 70 mm standard
systems and RolaPlus add-on box
Special sealing elements for efficient
sealing
For diverse glass thicknesses up to 28 mm
Backset glazing bead with shortened
coextruded gasket for enhanced visual
appeal and easier cleaning
Support lobes position the steel reinforcement and secure it at a distance as a
measure to counteract heat transfer.
Concealed casement screw unions in
preformed receivers
The outer frame art. no. 6052 can be
welded or connected
mechanically.
A track variant facilitates barrier-free
building.
Perfectly prepared building connection
Existing couplings, extensions, and
other ancillary parts can be used
without problems.
© profine GmbH
Order no. 101TD0031
System
Register
PremiLine
1.1
Page
2
PremiLine
Gasket variants
NOTE The gaskets are depicted as simplified diagrams in this documentation. They serve as examples of the many choices
you can make from the KBE gasket range.
preinstalled standard glazing bead gasket B, 4 mm
art. no. xxx.04
preinstalled outer glazing
gasket B, 4 mm
Art. no. 9B58
manual roll-in variant 4 mm
for glazing beads
art. no. DP 5
manual roll-in/
repair gasket
B, 4 mm, weldable
Art. no. DP 7
glazing gasket
peripheral 4 mm
art. no. 255
brush pile
Art. no. 9090
manual roll-in variant 4 mm
for glazing beads
art. no. DP 5
Last revised: March 2008
© profine GmbH
Order no. 101TD0031
System
Register
PremiLine
1.1
Page
3
PremiLine
Opening modes
1 sliding sash, 1 fixed pane
1 fixed pane, 1 sliding sash
2 sliding sashes
+
2 sliding sashes, 1 fixed pane
1 sliding sashes, 2 fixed panes
1 fixed pane, 2 sliding sashes
1 sliding sash, 2 fixed panes
2 sliding sashes, 2 fixed panes
4 sliding sashes
© profine GmbH
Order no. 101TD0031
System
Register
PremiLine
1.1
Page
4
PremiLine
Specifications
System description
profine PVC-u windows are manufactured with profiles of rigid PVC.
The profiles are manufactured on an extruder.
Constant production control safeguards the profiles’ quality and geometrical
precision.
The profiles fulfil the requirements under RAL-GZ 716/1, Part 1.
rigid PVC
moulding compound, white and colour
DIN EN ISO 1163
PVC-U, E, 082 -25 - T 28
density
DIN 53479
impact toughness to -40 °C
DIN 53453
(small standard test piece) w/o fractu-
1.44 g/cm3
re
notch toughness
(in standard atmosphere 23 °C
as per DIN EN ISO 179)
DIN EN ISO 179
(sample 1fc)
≥ 40 kJ/m2
ball hardness
(impression time 30 sec)
DIN ISO 239 T1
100 N/mm2
tensile strength
DIN 53455
≥ 40 N/mm2
modulus of elasticity
DIN 53457
≥ 2500 N/mm2
heat distortion temperature
Vicat VST/B (measured in oil)
ISO R 75/A (measured in oil)
DIN ISO 306
DIN 53461
≥ 80 °C
≥ 69 °C
linear thermal expansion
coefficient –30 °C to +50 °C
0.8 x 10-4 K-1
thermal conductivity
DIN 52612
0.16 W/mK
volume resistivity
DIN VBE 0303 T3 1016 Ω cm
relative permittivity
DIN 53483
3.3 at 50 Hz;
2.9 at 10 6 Hz
fire behaviour
DIN 4102
flameresistant,
self-extinguishing
weather resistance
RAL-GZ 716/1
after 8.0 · GJ/m2
insolation energy better than
resistance grade 4 on the grey scale
as per DIN ISO 105-A03
weathering resistance
RAL-GZ 716/1
after 8.0 · GJ/m2
insolation energy drop in
notch toughness < 30%
or > 28 KJ/m2
particular resistances
termite-proof, rotproof,
chemical-resistant as per DIN 8061
rider 1, e.g. to: lyes, acids,
salts, salt solutions, alkalis, sea
water, petrol, oil, lime, cement,
exhaust gases of all kinds
physiological properties
and environmental behaviour
stance
inert, neutral
Its weather, chemical, and rot resiensure that they pose no risk to health
or the environment when handled.
© profine GmbH
Order no. 101TD0031
System
Register
PremiLine
1.1
Page
5
PremiLine
Specifications
Characteristics
sash wall thickness
as per RAL-GZ 716/1
machining operations
drilling, milling, sawing, filing, welding,
grinding
corner connections
or mechanically
sash welded / frame welded
opening modes
sliding door
glazing types
dry glazing, glazing with
sealants possible
pane types
single or insulating glazing, all usual
pane thicknesses from 4–28 mm possible
glazing beads
engaged over the whole length
gaskets
a)
b)
gasket colour
grey/black
hardware
ware list
commercially available, according to hard-
hardware fasteners
screwed
draining
drilled or elongated holes near the rebate;
slots through draining antechamber
(as per instructions)
sealing
flexible between wall and outer frame
flush-mounted basic frame
not necessary
sash / rolled-in brush pile
glazing / material coextruded
PCE gasket
installation in building facade as per workbook
profile shapes
as per workbook
surfaces
gramme
colour/laminate variants as per delivery pro-
paint finish
possible
cleaning and care
Köraclean extra (colour white), Köraclean color
(textured), water and suitable household
cleaner (nonabrasive, nondissolving). We
cannot accept liability for all household
cleaners. Do not use any cleaning or polish-
ing
agents that dissolve PVC.
© profine GmbH
Order no. 101TD0031
maintenance
hardware maintenance (e.g. oil spray)
warranty
five years as per BGB
Maßstab
System
Register
1:1
PremiLine
1.1
Page
6
PremiLine
System description
Standard colour laminate delivery
programme
Wood grains (delivery class 1)
Plain colours (delivery class 1)
Single-sided (outside, base material white)
and double-sided lining
Double-sided lining
Golden oak 2178001
032/232
base material ochre
Cream white 137905
067
Mahogany 2097013
024/224
base material brown
Single-sided lining (outside)
Walnut 2178007
052/252
base material brown
Dark green 612505
258
Black cherry 3202001
090/290
base material brown
base material white
Plain colours (delivery class 1)
base material white
Wood grains (delivery class 1)
Double-sided lining (base material ochre)
Plain colour (delivery class 1)
Single-sided (outside, base material white)
and double-sided lining
Mountain pine 3069041
038
Plain brown 851805
base material ochre
base material white
080/280
Delivery Class 1 = available ex stock
All profiles with preinstalled black gasket
The colour programme does not contain all variants.
The complete delivery programme can be taken from the latest price lists.
© profine GmbH
Order no. 101TD0031
Printed colours may not agree with the original.
System
Register
PremiLine
1.1
Page
7
PremiLine
Overview of profiles
Main profiles
Outer frame / threshold
outer frame 43 mm
art. no. 6050
reinforcement art. no. V 110
outer frame 55 mm
art. no. 6054
outer frame 61 mm
art. no. 6052
sealing element
for art. no. 6052
art. no. 9C97
outer frame 81 mm
art. no. 6053
© profine GmbH
Order no. 101TD0031
threshold aluminium 20 mm
art. no. 9C66
outer frame 83 mm
art. no. 6051
Scale
System
Register
not to scale!
PremiLine
2.1
Page
1
PremiLine
Main profiles
Sash, Georgian bar, midrail, floating mullion
sash 68 mm
art. no. 6040.D*
art. no. 6040.L**
reinforcement art. no. V 104. V105
sash mullion 68 mm
art. no. 6048.D*
art. no. 6048.L**
sash 84 mm
art. no. 6041.D*
art. no. 6041.L**
Sealing element
for art. no. 6048
art. no. 9C50
midrail
art. no. 6049.D*
art. no. 6049.L**
Sealing element
for art. no. 6049
art. no. 9C49
floating mullion
art. no. 6067
* xxx.D with preinstalled outer black glazing gasket
* xxx.L with preinstalled outer light grey glazing gasket
© profine GmbH
Order no. 101TD0031
Scale
System
Register
not to scale!
PremiLine
2.1
Page
2
PremiLine
Additional profiles
Ancillaries
interlock
interlock
for art. no. 6040
for art. no. 6041
art. no. 6060
art. no. 6061
interlock cover
art. no. 9C59
interlock aluminium
art. no. 9C61
drainage
art. no. 6066
adapter 45 mm
art. no. 6065
weather bar
weather bar
art. no. 0381
for art. no. 6052
art. no. 1244
for art. no. 6060
art. no. 9C60
for art. no. 6061
pull
pull
cap (set)
for art. no. 6040
for art. no. 6041
for art. no. 9C57/9C58
art. no. 9C57
art. no. 9C58
art. no. 9C68
© profine GmbH
Order no. 101TD0031
Scale
System
Register
not to scale!
PremiLine
2.2
Page
1
PremiLine
Additional profiles
Ancillaries
rolling shutter guide rail
art. no. 4096
brush pile
for art. no. 4096
screw nipple
art. no. 9419
screw nipple
art. no. 9870
art. no. 9014
track aluminium
track stainless steel
track aluminium
brush pile
for art. no. 6050, 6051, 6052, 6053, 6054
for art. no. 6050, 6051, 6052, 6053, 6054
for art. no. 6065
for art. no. 6040, 6041, 9C62
art. no. 9C51
art. no. 9C53
art. no. 9C65
art. no. 9090
clamping rail
art. no. 9447
clamping rail
art. no. 9B00
groove cover
art. no. 0914
© profine GmbH
Order no. 101TD0031
Scale
System
Register
not to scale!
PremiLine
2.2
Page
2
PremiLine
Additional profiles
outer frame cover profile
art. no. 9C62
corner connector
art. no. 9C52
antilift block
art. no. 9C63
© profine GmbH
Order no. 101TD0031
glazing packer
spacer
for outer frames
for fixed sash
art. no. 9C55
art. no. 9C54
glazing packer
glazing bead -set
for sash / Georgian bar
for art. no. 6049/9C49
art. no. 9C56
art. no. 6062
antilift block
Dost-Plog
for art. no. 6065
for art. no. 9C66
art. no. 9C64
art. no. 9D01
Scale
System
Register
not to scale!
PremiLine
2.2
Page
3
PremiLine
Additional profiles
Glazing beads, gaskets
glazing bead 33 mm
art. no. 033.04*/033.02**
glazing bead 16 mm
art. no. 326.04*
glazing bead 10 mm
art. no. 010.04*
glazing bead 29 mm
art. no. 029.04*/029.02**
glazing bead 14 mm
art. no. 014.04*
glazing bead 8 mm
art. no. 008.04*/008.02**
glazing bead 20 mm
art. no. 320.04*/320.02**
glazing bead 16 mm
art. no. 016.04*
glazing bead 12 mm
art. no. 012.04*
glazing bead 12 mm
art. no. 322.04*
manual roll-in gasket 4 mm
weldable
art. no. 9B58.T
* with installed 4 mm gasket
** with installed 2 mm gasket
© profine GmbH
Order no. 101TD0031
Scale
System
Register
not to scale!
PremiLine
2.2
Page
4
PremiLine
Additional profiles
Glazing beads, gaskets
glazing bead 35 mm
art. no. 1436
glazing bead 33 mm
art. no. 2436
glazing bead 31 mm
art. no. 2438
glazing bead 29 mm
art. no. 2437
glazing bead 27 mm
art. no. 2434
glazing bead 27 mm
art. no. 0134
glazing bead 25 mm
art. no. 2435
glazing bead 25 mm
art. no. 0136
glazing bead 23 mm
art. no. 2433
glazing bead 23 mm
art. no. 0133
glazing bead 21 mm
art. no. 2432
glazing bead 21 mm
art. no. 0135
glazing bead 19 mm
art. no. 2431
glazing bead 19 mm
art. no. 0132
glazing bead 17 mm
art. no. 2430
glazing bead 15 mm
art. no. 2429
glazing bead 13 mm
art. no. 2428
glazing bead 11 mm
art. no. 2419
manual roll-in gasket 4 mm
weldable
art. no. 9B58.T
© profine GmbH
Order no. 101TD0031
Scale
System
Register
Nicht maßstäblich !
PremiLine
2.2
Page
5
PremiLine
Additional profiles
Reinforcements
All external steel measurements have a tolerance range
+ 0 of
mm
-0.4
System reference
PremiLine
6040
reinforcement
for art. no. 6040
art. no. V 104
Ix = 2.4 cm4
System reference
PremiLine
6040
System reference
PremiLine
6041
reinforcement
for art. no. 6040
art. no. V 105
Ix = 3.5 cm4
System reference
PremiLine
6054
reinforcement
for art. no. 6041
art. no. V 106
Ix = 5.3 cm4
System reference
PremiLine
6054
reinforcement
for art. no. 6054
art. no. V 109
Ix = 4.8 cm4
reinforcement
for art. no. 6054
art. no. V 108
Ix = 3.3 cm4
System reference
PremiLine
6050
6051
reinforcement
for art. no. 6050, 6051
art. no. V 110
Ix = 3.0 cm4
© profine GmbH
Order no. 101TD0031
System reference
PremiLine
6052
6053
reinforcement
for art. no. 6052, 6053
art. no. V 107
Ix = 5.3 cm4
System reference
PremiLine
6048
6049
reinforcement
for art. no. 6048, 6049
art. no. V 081
Ix = 1.3 cm4
Scale
System
Register
not to scale!
PremiLine
2.2
Page
6
PremiLine
Overview of item combinations
6050/6040/9C62
sight line: 103 mm
Page 1, Register 3.2
6054/6040/9C62
sight line: 115 mm
6052/6040/9C62
sight line: 121 mm
6053/6040/9C62
sight line: 141 mm
6051/6040/9C62
sight line: 143 mm
6050/6041/9C62
sight line: 119 mm
6054/6041/9C62
sight line: 131 mm
6052/6041/9C62
sight line: 137 mm
6053/6041/9C62
sight line: 157 mm
6051/6041/9C62
sight line: 159 mm
9C66/6040
sight line: 80 mm
9C66/6041
sight line: 96 mm
© profine GmbH
Order no. 101TD0031
Scale
System
Register
not to scale!
PremiLine
3.1
Page
1
PremiLine
6052/6040/fixed_bottom
sight line: 139 mm
6052/6041/fixed_top
sight line: 155 mm
6052/6040/fixed_top
sight line: 139 mm
6052/6041/fixed_top
sight line: 155 mm
6040/6060
sight line: 70.5 mm
6040/9C57
sight line: 70.5 mm
6041/6061
sight line: 86.5 mm
6041/9C58
sight line: 86.5 mm
6040/6067/6040
sight line: 144 mm
6041/6067/6041
sight line: 176 mm
6048-fixed
sight line: 68 mm
6049-fixed
sight line: 152 mm
© profine GmbH
Order no. 101TD0031
Scale
System
Register
not to scale!
PremiLine
3.1
Page
2
PremiLine
6050-fixed
sight line: 61 mm
6054-fixed
sight line: 73 mm
6052-fixed
sight line: 79 mm
6053-fixed
sight line: 99 mm
6051-fixed
sight line: 101 mm
© profine GmbH
Order no. 101TD0031
Scale
System
Register
not to scale!
PremiLine
3.1
Page
3
PremiLine
Profile combinations
Sectional drawings
Outer frame and sash combination
profile
Art. no.
6050
6040
-#
steel
Art. no.
V 110
V 104
Ix value
[cm4]
3.0 cm4
2.4 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
1
PremiLine
Sectional drawings
profile
Art. no.
6054
6040
-#
steel
Art. no.
V 108
V 104
Ix value
[cm4]
3.3 cm4
2.4 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
2
PremiLine
Sectional drawings
profile
Art. no.
6052
6040
-#
steel
Art. no.
V 107
V 104
Ix value
[cm4]
5.3 cm4
2.4 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
3
PremiLine
Sectional drawings
profile
Art. no.
6053
6040
-#
steel
Art. no.
V 107
V 104
Ix value
[cm4]
5.3 cm4
2.4 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
4
PremiLine
Sectional drawings
profile
Art. no.
6051
6040
-#
steel
Art. no.
V 110
V 104
Ix value
[cm4]
3.0 cm4
2.4 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
5
PremiLine
Sectional drawings
profile
Art. no.
6050
6041
-#
steel
Art. no.
V 110
V 106
Ix value
[cm4]
3.0 cm4
5.3 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
6
PremiLine
Sectional drawings
profile
Art. no.
6054
6041
-#
steel
Art. no.
V 108
V 106
Ix value
[cm4]
3.5 cm4
5.3 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
7
PremiLine
Sectional drawings
profile
Art. no.
6052
6041
-#
steel
Art. no.
V 107
V 106
Ix value
[cm4]
5.3 cm4
5.3 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
8
PremiLine
Sectional drawings
profile
Art. no.
6053
6041
-#
steel
Art. no.
V 107
V 106
Ix value
[cm4]
5.3 cm4
5.3 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
9
PremiLine
Sectional drawings
profile
Art. no.
6051
6041
-#
steel
Art. no.
V 110
V 106
Ix value
[cm4]
3.0 cm4
5.3 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
10
PremiLine
Sectional drawings
profile
Art. no.
6040
-#
steel
Art. no.
V 104
Ix value
[cm4]
2.4 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
11
PremiLine
Sectional drawings
profile
Art. no.
6041
-#
steel
Art. no.
V 106
Ix value
[cm4]
5.3 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
12
PremiLine
Sectional drawings
Fixed-moving combination
profile
Art. no.
6052
6040
-#
steel
Art. no.
V 107
V 104
Ix value
[cm4]
5.3 cm4
2.4 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
13
PremiLine
Sectional drawings
profile
Art. no.
6052
6041
-#
steel
Art. no.
V 107
V 106
Ix value
[cm4]
5.3 cm4
5.3 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
14
PremiLine
Sectional drawings
profile
Art. no.
6052
6040
-#
steel
Art. no.
V 107
V 104
Ix value
[cm4]
5.3 cm4
2.4 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
15
PremiLine
Sectional drawings
profile
Art. no.
6052
6041
-#
steel
Art. no.
V 107
V 106
Ix value
[cm4]
5.3 cm4
5.3 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
16
PremiLine
Sectional drawings
Sash combination
profile
Art. no.
6040
-#
steel
Art. no.
V 104
Ix value
[cm4]
2.4 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
17
PremiLine
Sectional drawings
Sash combination
profile
Art. no.
6040
-#
steel
Art. no.
V 104
Ix value
[cm4]
2.4 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
18
PremiLine
Sectional drawings
Sash combination
profile
Art. no.
6041
steel
Art. no.
V 106
Ix value
[cm4]
5.3 cm4
Hinweis:
Hinweis:
Interlok Art.-Nr. 6061 außen:
bei einseitig folierten Elementen
Farbcode 2xx
bei einseitig folierten Elementen
sind die gekennzeichneten Flächen
zu lackieren
6061 innen
-#
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
19
PremiLine
Sectional drawings
Sash combination
profile
Art. no.
6041
-#
steel
Art. no.
V 106
Ix value
[cm4]
5.3 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
20
PremiLine
Sectional drawings
Floating mullion and sash combination
profile
Art. no.
6040
-#
steel
Art. no.
V 104
Ix value
[cm4]
2.4 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
21
PremiLine
Sectional drawings
Floating mullion and sash combination
profile
Art. no.
6041
-#
steel
Art. no.
V 106
Ix value
[cm4]
5.3 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
Scale
System
Register
1:1
PremiLine
3.2
Page
22
PremiLine
Sectional drawings
Fixed glazing
profile
Art. no.
6048
-#
steel
Art. no.
V 081
Ix value
[cm4]
1.3 cm4
= glazing deduction
© profine GmbH
Order no. 101TD0031
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Sectional drawings
Fixed glazing
profile
Art. no.
6049
-#
steel
Art. no.
V 081
Ix value
[cm4]
1.3 cm4
= glazing deduction
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PremiLine
Sectional drawings
Fixed glazing
profile
Art. no.
6050
-#
steel
Art. no.
V 110
Ix value
[cm4]
3.0 cm4
= glazing deduction
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PremiLine
Sectional drawings
Fixed glazing
profile
Art. no.
6054
-#
steel
Art. no.
V 108
Ix value
[cm4]
3.3 cm4
= glazing deduction
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PremiLine
Sectional drawings
Fixed glazing
profile
Art. no.
6052
-#
steel
Art. no.
V 107
Ix value
[cm4]
5.3 cm4
= glazing deduction
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PremiLine
Sectional drawings
Fixed glazing
profile
Art. no.
6053
-#
steel
Art. no.
V 107
Ix value
[cm4]
5.3 cm4
= glazing deduction
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Sectional drawings
Fixed glazing
profile
Art. no.
6051
-#
steel
Art. no.
V 110
Ix value
[cm4]
3.0 cm4
= glazing deduction
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29
PremiLine
Window statics
Y = division
size
Y = division
size
Section B
a = external sash measurement
b = sash rebate size
c = glazing bead length
d = sash pane size
g = sash steel size
X = element size
d = sash pane size
X = element size = external outer frame measurement
f = internal outer frame size
e = internal sash size
Section A
g = sash steel size
Y = division size
Y = division size
Combination
Section A Section B
Section A Section B
outer frame
6050
6050
6050
6050
sash
6041
6041
6040
6040
a
X- 70
Y+ 7
X- 70
Y- 1
b
X- 116
Y- 39
X- 116
Y- 47
c
X- 198
Y- 121
X- 166
Y- 97
6061
6060
d
X- 208
Y- 131
X- 176
Y- 107
e
X- 238
Y- 161
X- 206
Y- 137
f
X- 86
g
X- 208
X- 86
Y- 131
X- 176
Y- 107
h
i
© profine GmbH
Specifications subject to modification without prior notice!
Order no. 101TD0031
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PremiLine
Window statics
Y = division
size
Y = division
size
Section B
d = sash pane size
g = sash steel size
X = element size
d = sash pane size
Section A
g = sash steel size
Y = division size
Y = division size
Combination
Section A Section B
Section A Section B
outer frame
6054
6054
6054
6054
sash
6041
6041
6040
6040
a
X- 94
Y- 5
X- 94
Y- 13
b
X- 140
Y- 51
X- 140
Y- 59
c
X- 222
Y- 133
X- 190
Y- 109
6061
6060
d
X- 232
Y- 143
X- 200
Y- 119
e
X- 262
Y- 173
X- 230
Y- 149
f
X- 110
g
X- 232
X- 110
Y- 143
X- 200
Y- 119
h
i
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PremiLine
Window statics
Y = division
size
Y = division
size
Section B
d = sash pane size
g = sash steel size
X = element size
d = sash pane size
Section A
g = sash steel size
Y = division size
Y = division size
threshold
Art.-Nr. 9C68
Combination
Section A Section B
Section A Section B
Section A
Section A
outer frame
6052
6052
6052
6052
6052/9C68
sash
6041
6041
6040
6040
6041
6040
a
X- 106
Y- 11
X- 106
Y- 19
X- 65
X- 65
b
X- 152
Y- 57
X- 152
Y- 65
X- 111
X- 111
c
X- 234
Y- 139
X- 202
Y- 115
X- 193
X- 161
6061
6052/9C68
6060
d
X- 244
Y- 149
X- 212
Y- 125
X- 203
X- 171
e
X- 274
Y- 179
X- 242
Y- 155
X- 233
X- 201
f
X- 122
X- 81
X- 81
g
X- 244
X- 203
X- 171
X- 122
Y- 149
X- 212
Y- 125
h
i
* outer frameaufmaß Section A, siehe Register 4 (mechanische Verbindungen
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Window statics
Y = division
size
Y = division
size
Section B
d = sash pane size
20
Combination
g = sash steel size
X = element size
d = sash pane size
Section A
g = sash steel size
Y = division size
Y = division size
Section A Section B
Section A Section B
outer frame
6053
6053
6053
6053
sash
6041
6041
6040
6040
a
X- 146
Y- 31
X- 146
Y- 39
b
X- 192
Y- 77
X- 192
Y- 85
c
X- 274
Y- 159
X- 242
Y- 135
d
X- 284
Y- 169
X- 252
Y- 145
e
X- 314
Y- 199
X- 282
Y- 175
f
X- 162
g
X- 284
6061
6060
X- 162
Y- 169
X- 252
Y- 145
h
i
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PremiLine
Window statics
Y = division
size
Y = division
size
d = sash pane size
Section B
g = sash steel size
X = element size
d = sash pane size
Section A
g = sash steel size
Y = division size
Y = division size
Combination
Section A Section B
Section A Section B
outer frame
6051
6051
6051
6051
sash
6041
6041
6040
6040
a
X- 150
Y- 33
X- 150
Y- 41
b
X- 196
Y- 79
X- 196
Y- 87
c
X- 278
Y- 161
X- 246
Y- 137
d
X- 288
Y- 171
X- 256
Y- 147
e
X- 318
Y- 201
X- 286
Y- 177
f
X- 166
g
X- 288
6061
6060
X- 166
Y- 171
X- 256
Y- 147
h
i
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Window statics
d2 = sash steel size outer frame
X1 = element size= external outer frame measurement
Combination
outer frame
6050
6050
6050
6050
6050
6052
6052
6050
sash
6041
6041
6040
6040
a*
Y2 -88
Y +7
Y2 -88
Y -1
b*
Y2 -134
Y -39
Y2 -134
Y -47
c*
Y2 -216 Y -121
Y2 -184
Y -97
c1*
Y1 -43
c2*
X1 -86
Y2 -226 Y -131
Y2 -194 Y -107
d1*
Y1 -53
d2*
X1 -96
e*
Y2 -256 Y -161
f*
Y2 -102
Y2 -224 Y -137
Y2 -104
f1*
Y1 -79
f2*
g
h
g = sash steel size
Section A Section B Section C Section A Section A Section B
6052
d*
f1 = internal size
outer frame
43
f2 = internal size outer frame
h = mullion length width
c2 = glazing bead length
Section C
d = sash pane size
X = element size
d1 = sash steel size
outer frame
Section A
Y = division
size
Y2 = division size
Y1 = division size
Y = division
size
X1 -122
Y2 -226 Y -131
Y2 -194 Y -107
X1 -40
* Breitenmaße Section B, siehe Page 1
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PremiLine
Window statics
d2sash steel size outer frame
g = sash steel size
Section C
d = sash pane size
X = element size
f1 = internal size
outer frame
Section A
Y = division
size
Y1 = division size
Y2 = division size
d1 = sash steel size
outer frame
Y = division
size
Combination
outer frame
6054
6054
6054
6052
6054
6054
6052
6052
6054
sash
6041
6041
6040
6040
a*
Y2 -100
Y -5
Y2 -100
Y -13
b*
Y2 -146
Y -51
Y2 -146
Y -59
c*
Y2 -228 Y -133
Y2 -196 Y -109
c1*
Y1 -55
c2*
d*
X1 -110
Y2 -238 Y -143
Y2 -206 Y -119
d1*
Y1 -65
d2*
X1 -120
e*
Y2 -268 Y -173
Y2 -236 Y -149
f*
Y2 -116
Y2 -116
f1*
Y1 -91
f2*
g
h
X1 -146
Y2 -238 Y -143
Y2 -236 Y -119
X1 -100
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Window statics
Y = division
size
d2sash steel size outer frame
Combination
outer frame
6052
6052
6052
sash
6041
6041
6040
a*
Y2 -106
Y -11
Y2 -106
b*
Y2 -152
Y -57
Y2 -152
c*
Y2 -234 Y -139
c1*
6052
6052
Section A
Section A
6052/9C68
6052/9C68
6041
6040
Y -19
Y2 -65
Y2 -65
Y -65
Y2 -111
Y2 -111
Y2 -202 Y -115
Y2 -193
Y2 -161
Y2 -212 Y -125
Y2 -203
Y2 -171
X1 -122
Y2 -244 Y -149
d1*
Y1 -71
d2*
X1 -132
e*
Y2 -274 Y -179
Y2 -242 Y -155
Y2 -233
Y2 -106
f*
Y2 -122
Y2 -122
Y2 -81
Y2 -81
Y2 -212 Y -125
Y2 -171
Y2 -171
f1*
Y1 -97
f2*
g
h
f1 = internal size
outer frame
threshold
Art.-Nr. 9C68
Y1 -61
c2*
d*
6052
g = sash steel size
Section C
d = sash steel
size
X = element size
g1sash steel size
outer frame
Section A
Y1 = division size
Y = division size
e = internal sash
size
Y = division
size
X1 -158
Y2 -244 Y -119
X1 -76
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Window statics
Section A
g2 = sash steel size outer frame
g1 = sash steel size
outer frame
f1 = internal size
outer frame
g = sash steel size
Section C
d = sash pane size
X = element size
Y1 = division size
Y = division
size
Y2 = division size
Y = division
size
Combination
outer frame
6053
6053
6053
6052
6053
6053
6052
6052
6053
sash
6041
6041
6040
6040
a*
Y2 -126
Y -31
Y2 -126
Y -39
b*
Y2 -172
Y -77
Y2 -172
Y -85
c*
Y2 -254 Y -159
Y2 -222 Y -135
c1*
Y1 -81
c2*
d*
X1 -162
Y2 -264 Y -169
Y2 -232 Y -145
d1*
Y1 -91
d2*
X1 -172
e*
Y2 -294 Y -199
Y2 -282 Y -175
f*
Y2 -142
Y2 -142
f1*
Y1 -117
f2*
g
h
X1 -198
Y2 -264 Y -169
Y2 -232 Y -145
X1 -116
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Window statics
Section A
g1 = sash steel size
outer frame
f1 = internal size
outer frame
g = sash steel size
Section C
d = sash pane size
X = element size
Y2 = division size
Y1 = division size
Y = division
size
Y = division
size
g2 = sash steel size outer frame
Combination
outer frame
6051
6051
6051
6052
6051
6051
6052
6052
6051
sash
6041
6041
6040
6040
a*
Y2 -128
Y -33
Y2 -128
Y -41
b*
Y2 -174
Y -79
Y2 -174
Y -87
c*
Y2 -256 Y -161
Y2 -224 Y -137
c1*
Y1 -83
c2*
d*
X1 -166
Y2 -266 Y -171
Y2 -234 Y -147
d1*
Y1 -93
d2*
X1 -176
e*
Y2 -296 Y -201
Y2 -264 Y -177
f*
Y2 -144
Y2 -144
f1*
Y1 -119
f2*
g
h
X1 -202
Y2 -266 Y -171
Y2 -234 Y -147
X1 -120
* Breitenmaße Section C, siehe Page 5
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Window statics
Section A
d = sash pane
size
Section B
d = sash pane
size
6050
6050
6050
6050
6050
6050
sash
6041
6041
6041
6040
6040
6040
rebate reverser
a
6067
X +6
3
X -132
3
X -378
3
X -408
3
6067
X +90
4
X -94
4
X -422
4
X -462
4
6067
X -10
3
X -148
3
X -298
3
X -328
3
6067
X +58
4
X -126
4
X -326
4
X -366
4
b
c
d
X -70
X -116
X -198
X -208
X -70
X -116
X -166
X -176
outer frame
Section A Section B Section C
d = sash pane size
Combination
Section C
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Window statics
Section A
d = sash pane
size
d = sash pane
size
Section B
outer frame
6054
6054
6054
6054
6054
6054
sash
6041
6041
6041
6040
6040
6040
rebate reverser
a
6067
X -18
3
X -156
3
X -402
3
X -432
3
6067
X +66
4
X -118
4
X -446
4
X -486
4
6067
X -34
3
X -172
3
X -322
3
X -352
3
6067
X +34
4
X -150
4
X -350
4
X -390
4
b
c
d
X -94
X -140
X -222
X -232
X -94
X -140
X -190
X -200
d = sash pane size
Combination
Section C
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Window statics
Section A
d = sash pane
size
Section B
d = sash pane
size
outer frame
6052
6052
6052
6052
6052
6052
sash
6041
6041
6041
6040
6040
6040
Stulp
a
6067
X -30
3
X -168
3
X -414
3
X -444
3
6067
X +54
4
X -130
4
X -458
4
X -498
4
6067
X -46
3
X -184
3
X -334
3
X -364
3
6067
X +22
4
X -162
4
X -362
4
X -402
4
b
c
d
X -106
X -152
X -234
X -244
X -106
X -152
X -202
X -212
c = glazing bead
length
d = sash steel
size
Combination
Section C
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Window statics
Section A
d = sash pane
size
d = sash pane
size
Section B
outer frame
6053
6053
6053
6053
6053
6053
sash
6041
6041
6041
6040
6040
6040
Stulp
a
6067
X -70
3
X -208
3
X -454
3
X -484
3
6067
X +14
4
X -170
4
X -498
4
X -538
4
6067
X -86
3
X -224
3
X -374
3
X -404
3
6067
X -18
4
X -202
4
X -402
4
X -442
4
b
c
d
X -146
X -192
X -274
X -284
X -146
X -192
X -242
X -252
c = glazing bead
length
d = sash steel
size
Combination
Section C
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Window statics
Section A
d = sash pane
size
Section B
d = sash pane
size
6051
6051
6051
6051
6051
6051
sash
6041
6041
6041
6040
6040
6040
Stulp
a
6067
X -74
3
X -212
3
X -458
3
X -488
3
6067
X +10
4
X -174
4
X -502
4
X -542
4
6067
X -90
3
X -228
3
X -378
3
X -408
3
6067
X -22
4
X -206
4
X -406
4
X -446
4
b
c
d
X -150
X -196
X -278
X -288
X -150
X -196
X -246
X -256
outer frame
c = glazing bead
length
d = sash steel
size
Combination
Section C
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General processing instructions
Work instructions
9B00
6052
– Trim frame and sash profiles to specification
(note 5 mm allowance for welding burn-off)
– Deductions can be taken from the structural and sectional drawings.
– Reinforce, drain, vent, weld, and clean the frame and sash profiles in
accordance with the instructions.
1244
After the trims on the PVC profiles these must be reinforced with the prescribed, galvanised steel profiles. The steel must be trimmed so that a distance
of min 5 mm and max 55 mm is kept from the mitres.
0914
6041
The steel reinforcement must be secured alternately to the left and right of
centre at max 30 cm intervals.
– Cut the aluminium rail art. no. 9C51 or, near the coast, the V2A rail
art. no. 9C53 to length, and strike this into the bottom horizontal receiving
groove in the frame.
– The visible glazing bead grooves in the top and vertical frame sections
can be covered with the cover profile art. no. 0914.
– The sealing element art. no. 9C63 must be screwed into the central section seal at the bottom centre of the frame duct. The frame is sealed
around its circumference with silicone.
Glaze this in accordance with the glazing table, and install the sashes fitted
with hardware and carriage on the rail in the frame.
For the top centre section seal the sashes are pushed to one side and the
sealing element art. no. 9C63 is installed in the bottom section.
Trim the interlock art. no. 6060/6061 to the specified size, and clip on the
ends the cover art. no. 9C59/9C60.
On four-sashed elements the sashes are first hung in before the add-on profile art. no. 6067 is pressed into the hardware groove and screwed to the
sash. The groove can be covered with the cover profile art. no. 0914.
Install the hardware parts in the frame in accordance with the hardware
manufacturer’s assembly drawing, and check that the sashes operate correctly.
To cover the drainage and ventilation slots visible on the outside
glue on the weather bar profile art. no. 0381 over the whole width or
install water slot caps art. no. 9636.
To cover the internal frame rebate press in the cover profile art. no. 6066.
The profile must be notched at the drainage slots.
The RolaPlus box is manufactured and installed in accordance with the
RolaPlus processing instructions.
9C51
6066
0381
Last revised: September 2008
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Frame drainage
on sliding window or door
Draining the frame rebate
Drainage apertures must be provided for the controlled drainage of water out of the frame rebate chamber.
In the bottom horizontal outer frame rebate at least two apertures must be milled 100 mm from the inside corner at a max spacing of
600 mm (see Section A–A).
Aperture sizes: elongated holes min 5 x 20 mm
The apertures must be offset at about 50 mm from the outer frame rebate in the antechamber and from the antechamber to the outside (see Fig 1).
A
A
A
A
B
B
<
_ 600
Section A–A
when spacing > 600
provide three rebate apertures in the outer frame
Section B–B
NOTE
We recommend distributing evenly the direct water slots or openings
to the outside on the horizontal sliding window frame and on the fixed
glazing and covering these with the weather bar art. no. 0381.
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General processing instructions
Fig 1 – Drainage 30° to the front
Fig 2 – Drainage 30° downwards
The outer
apertures must
be offset by
50 mm.
Fig 3 – Drainage threshold
NOTE
On the mechanical corner connection the draining profile chambers of the horizontal outer frame or aluminium threshold must
be sealed with neutral curing silicone.
Drainage tube art. no. 0391
As an alternative to the elongated holes the drainage tube 0391
can be installed on the inside of the sliding window frame for
draining.
Distance from the inside corner about 100 mm. The drilled
holes must be provided with the drill jig 9C98 (see Fig 4).
Drainage profile art. no. 6066
As an alternative to the door tread bar the rebate cover profile
can be installed in the bottom outer frame section.
In this case the internal visible frame duct is covered over its
whole width up to the bottom sealing strip with the cover profile
art. no. 6066.
Section A–A
Fig 4 Drill jig art. no. 9C98
6066
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Vapour pressure relief
Fig 4 – Inside view of sash
Drainage 30° downwards
Vapour pressure relief for glazing rebates
The glazing system features a rebate space free of sealants.
In the dry glazing system the sealing between the glass and frame takes
the form of seal profiles arranged on the weather and inside.
Moisture is prevented from accumulating in the glazing section when
vapour pressure relief holes leading outside are worked into the rebate
space (see Fig 4).
This vapour pressure relief must be provided for each glazing section.
The technical guidelines issued by the German glazing trade stipulate at
least two apertures spaced at max 600 mm from each other in the bottom transverse section. There must be a hole in each corner of the top
transverse section.
Aperture sizes:elongated holes
min 5 x 20 mm
alternatively, holes 7 mm in diameter
The apertures from the glazing rebate to the antechamber and to the outside must be offset to each other by about 50 mm (see Fig 5).
These holes must not be obstructed by the blocking!
Fig 5 Inside view of sash
ventilation (5 x 20 mm)
sash glazing rebate
ventilation slots (5 x 20 mm)
100
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Drainage and vapour pressure relief
Examples Drainage and vapour pressure relief
NOTE
To cover the top ventilation slots attach the weather bar art. no. 1244 (Fig 5) horizontally over the whole frame width.
Fig 5
Fig 6
Fig 7
1244
Fig 8
IMPORTANT
*
* The antechamber of non-white profiles must be
ventilated if heat is to be prevented from accumulating!
*
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screw union
Screwing the steel reinforcement in the outer frame and sash
How the steels are screwed and the dowel holes positioned can be taken from the depicted diagrams.
(Figs 1–3.)
Fig 1
Fig 2
6050
6052
self-drilling screw with cheese
head
Ø 3.9 x 9.5 mm
Fig 3
self-drilling screw
Ø 3.9 x 13 mm
Supplier
Joseph Dresselhaus GmbH & Co. KG
Zeppelinstr. 13
D-32051 Herford
tel
+49 (0) 5251 / 932-0
fax
+49 (0) 5251 / 932-400
email
[email protected]
internet www.dresselhaus.de
6040
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Processing sash profiles
Processing sash frame profiles
Fig 1 – Welding the sash
Processing instructions for weldable gaskets
a) Material
Weldable seals are manufactured from elastomers that can be processed like
thermoplastics. This makes the gaskets weldable, so that they can be rolled
into the profiles and welded to the frame or sash before they leave the production facilities. There is then no need to roll in EPDM seals on ready-welded and cleaned elements.
The materials used fulfil the requirements under the RAL guideline GZ 716/1
Section II for seals.
The weldable gaskets are manufactured from a PVC-compatible material so
that sawing sections do not have to be sorted.
b) Processing
A decisive factor affecting the window’s quality is the care taken in processing
the profiles. The applicability of the basic processing instructions remain unaffected.
A list of the corresponding deviations and other instructions is given in the following.
Fig 2 – Cleaning the sash
c) Trimming
The profiles are trimmed on the same commercially available equipment as
are used for profiles without coextruded gaskets.
Beds (see Fig 1) and guide rails must be designed to provide adequate space
for the gasket. The gasket must not deform during the sawing process. After
trimming, the gasket’s trimmed edge must be in alignment with the profile’s
trimmed edge.
The quality of the cut is affected by:
– the saw blade used,
– the circumferential and feed speeds for trimming,
– the saw’s state of wear and tear, and
– the direction of the cut.
Please consult the manufacturer of your machine.
d) Welding
This takes place on commercially available welding machines, but there must
be no changes to the parameters for processing profiles without rolled-in gasket. The burn-off must be kept as small as possible. Weld seam limits provide
a sustained improvement to the results.
Beds must be adjusted to the seal geometry so that the seal cannot deform
during the welding process. The beds must be fitted with limiter cutters at the
gasket to restrict its movement completely.
Make sure when placing the profiles on the machine that the seal is not
deformed or damaged.
Work on the gasket in the glass rebate may make use of hold-downs.
e) Cleaning corners
Make sure when cleaning the corners that the gasket is not damaged by
milling cutters or saw blades. For this reason, sets of cutters must be modified
and CNC systems reprogrammed accordingly.
At the sash stop the area between the gasket and hardware groove must be
cleaned with the unit (see Fig 2). At the same time make sure that there can
be no damage to the gasket.
When the system allows this, a trapezoidal miller must be traversed under the
gasket lip. When this is not possible, hold-downs must be used during welding.
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Processing sash profiles
Fig 3
f) Other machining operations
With all other units make sure that they cannot collide with and therefore
cause damage to the seal (e.g. drill chuck).
Bending profiles with rolled-in gasket may cause the gasket to swell! On
round-arched elements the gasket must be rolled into the ready-bent profile
section.
NOTE
The sash can be hung in more easily and the running properties improved when the inside welding corners are worked with a
chisel or side cutter (see Fig 3).
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Installing ancillaries
Installing the antilift block
Fig 1
Example application 9C63
The antilift blocks 9C63 (or 9C64 when the EuroFutur system outer frame is
used with the adapter 6065; see Fig 2) is positioned on the division axis. Preliminary holes are drilled in the top and bottom of the antilift blocks, screw axis
3 mm. Before the bottom antilift block is screwed down the grooves must be
filled along three sides with sealant (neutral curing silicone; see Fig 3). Hanging in becomes easier when the top antilift block is first screwed on the building side.
In addition a Ø 7 mm hole must be drilled in addition on the element’s division
axis in accordance with Fig 3. This hole must be drilled through both outer
antechambers (see Fig 4). Sealing the hole isolates the internal frame rebate
from the outside.
Fig 2
Example application 9C64
for outer frame with adapter 6065
Fig 3
Fig 4
Installing the antilift block
Sealing the centre join
window installation screw
Ø 4.2 x 22mm
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Fig 5
Example application 9D01
Installing the antilift block at the threshold
The antilift block 9D01 is clipped into the bottom of the threshold aluminium
9C66. Before the bottom antilift block is installed the two grooves must be
filled with sealant (neutral curing silicone; see Fig 6).
Also the outer antechamber on the threshold aluminium is drilled with Ø 7 mm
holes and sealed (see Fig 7).
Fig 6
Fig 7
Installing the antilift block at
the threshold
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Sealing the centre join
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Securing the fixed pane
The spacers 9C54 are screwed to the frame in accordance with
the diagram. Two spacers 9C54 each must be installed at the top
and bottom and on the sides. On sash heights greater than 1500
mm an additional spacer must be installed on the sides and at the
centre.
To hang in the sash, push it to the side over the spacer towards
the outer frame. After positioning the sash is secured with screws
introduced through the glass rebate and spacers.
Sash 6040 with screw 4.8 x 60 mm
Sash 6041 with screw 4.8 x 80 mm
The glazing blocks 9C56 (for bearing and spacer blocks) must be
placed over the spacer blocks 9C54.
spacer block
spacer block
article no. 9C54
bearing block
spacer
9C54
screw
4.2 x 25 mm
6041
screwed to
outer frame
4.2 x 80 mm
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Installing rail and groove cover
internal measure – 2 mm
The rails 9C51 (Fig 1) or alternatively the stainless steel rail 9C53 (Fig 2) is
engaged with the rubber hammer in the bottom receiving groove of the outer
frame (length = internal measure minus 2 mm).
Clipping in the groove cover 0914 (Fig 3) also covers the visible outer frame
groove.
Fig 1
Fig 2
Rail 9C51
Rail 9C53
Groove cover 0914
Fig 3
Groove cover 0914
The rails 9C65 (Fig 4) are installed on the EuroFutur outer frame
or on the adapter 6065. At the same time silicone must be applied over the
whole length (see Fig 4).
internal measure – 2 mm
The adapter 6065 (Fig 4) is glued with PVC adhesive in the glazing bead
groove and over the whole length of its side to the outer frame.
apply silicone
Apply PVC adhesive
Fig 4
Rail 9C65
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Installing door tread bar
Installing door tread bar
The outer frame cover profile 9C62 is trimmed to a straight edge (or contoured for connection to the outer frame; see Fig 3). Roll in the brush
gasket 9090, and clip in the cover profile into the bottom outer groove
on the outer frame (Fig 2).
Trim for 9C62
Frame profile
Fig 1
division size X
Sliding sash with fixed panel
Deductions in mm for
(based on division size)
6050
6054
6051
6053
6040
X – 53
X – 65
X – 71
6041
X – 61
X – 73
X – 79
6052
Fig 2
Example application with outer frame 6054
Fig 3
9C62 horizontal
When the cover profile 9C62 is used with threshold 9C66 the support
foot (see Fig 4 and 5) must be trimmed in addition.
Fig 4
Fig 5
Example application with aluminium threshold 9C66
Trimming 9C62
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Roller shutter guide rails and weather bars
So that roller shutter guide rails and the weather bar can be secured permanently
to painted profiles these additional profiles are provided with a clip groove.
Secured to the frame or sash profile the clipping element 9447 can take roller
shutter guide rails and weather bars. These elements can still be bonded to white
window profiles.
On colour window profiles the elements must be secured to the clamping rail
9B00 (see Fig 1).
Processing
1. First use the drill jig 9905 on the frame or sash profiles to drill holes of 7.5 mm
diameter for receiving the clipping elements
9447. The drilled holes must be spaced at about 200 mm.
Fig 1
Installing the clamping rail 9B00
Fig 2
2. The clipping element 9447 is inserted and aligned in the hole.
Now the centre fastening pin must be driven in.
Afterwards the rails and weather bar
prepared with a dosed bead of sealant can be pressed or clipped on the clipping
elements. Use a moist cloth to remove any
sealing compound welling out of the join as soon as you have clipped on the
rails
or weather bar.
IMPORTANT Use only Ködisil BAW 9974 for sealing!
Fig 3
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3. The clipping element 9447 and the adjustable drill jig 9905 can be used to
position the rail precisely to the individual building situation and the weather
bar.
System PremiLine
Frame
Dim X in mm
Roller shutter guide rail
4096
Weather bar
1244
Clipping parts
Clamping parts
item no. 9447
Gasket
Clamping parts
item no. 9B00
© profine GmbH
Order no. 101TD0031
Screw nipple
item no. 9419
Screw nipple
item no. 9870
Brush gasket
for item no. 4096
item no. 9014
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Mechanical connection
Installing mullion and transom or corner connector
Mechanical connections (straight-edged)
List of mechanical connecting parts
sealing element
for outer frame item no. 6052
item no. 9C97
corner connector
for outer frame item no.. 6052
item no. 9C52
drill jig
for outer frame item no. 6052
item no. 9C96
Installing transom/mullion profiles 6048 and 6049
Mechanical connections (straight-edged)
List of mechanical connecting parts
sealing element
for mullion/transom item no. 6048
item no. 9C50
sealing element
for mullion/transom item no. 6049
item no. 9C49
drill jig for item no. 6041 and 6040
item no. 9C95
glazing bead set for midrail item no. 6049
item no. 6062
Effecting mechanical connections
See here the following drawings
with:
– specifications for the connecting elements
– installed location of the T connectors
-
dimensioned milling diagram
and in addition:
diagrams of diverse corner/T connections and detailed instructions.
Particular conditions
The perfect installation of mullions and transoms requires
the following:
– precise milled contour on the mullion/transom profiles
according to specifications
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Corner and T connection
Corner and T connection
Milled contour on the frame profile
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Corner connection
Corner connection
1. Trim mullion/transom. (Trim = X + 46 mm; see page ...)
2. Mill the contour on the transom/mullion.
3. Provide the mullion/transom with steel reinforcement (trim = X + 36 mm).
4. Insert sealing element F89-75-9C97.
5. Provide outer frame with two holes Ø 5 mm (drill jig F89-75-9C96).
6. Secure the corner connector 9C52 to the horizontal outer frame with Ø 4.2 x 25 mm window installation screws..
7. First secure the vertical outer frame with two 4.2 x 80 mm screws from below, then on the sides with four self-tapping
Ø 3.9 x 19 mm screws.
8. Seal the connection with sealing compound (Ködisil BA-W).
Sealing the connection
Sealing element 9C97
4 x self-tapping 3.9 x
19 mm window installation
screw
corner connector 9C52
2 x window installation screw
4.2 x 80 mm
4 x window installation screw
4.2 x 25 mm
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T connectors
T connection
5. Provide outer frame with four holes Ø 5 mm (drill jig F89-75-9C96).
6. Insert mullion/transom and secure with four 4.2 x 80 mm screws.
drill jig 9C96
sealing element 9C97
4 x window installation
screw 4.2 x 80 mm
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Corner connection
Corner connection
Milled contour on the frame profile
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T connectors
T connectors
5. Provide outer frame with four holes Ø 5 mm (drill jig F89-75-9C96).
6. Insert mullion/transom and secure with four 4.2 x 80 mm screws.
drill jig 9C96
sealing element 9C97
4 x window installation
screw 4.2 x 60 mm
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Mechanical mullion/transom connection
Milling diagram for mullion/transom profiles
scale 1:1
trim for Georgian bar
profile’s external edge
profile’s internal edge
Detail X
X
Positioning the sash T-profile
Always place the drill jig 9C95 against the sash frame and cut out the glazing gasket at the T connection in accordance with the
marking. Drill a Ø 5 mm hole.
9C95
6041
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Sash profile item no. 6040
Sash profile item no. 6041
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T connection mullion/transom item no. 6048
– Trim the mullion/profile. See page 9 for trims.
– Mill the contour on the mullion/transom.
– Provide the mullion/transom with steel reinforcement.
– Using the drill jig at the T connection, drill preliminary holes in the sash profile and notch the glazing gasket.
– Place the sealing element item no. 9C48 on the mullion/transom and secure this with two 4.2 x 70 mm screws.
– Seal the connection at the rebate with sealing compound.
6048
sealing element
9C50
6041
two screws
4.2 x 70 mm
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T connection midrail item no. 6049
– Trim the mullion/profile. See page xx for trims.
– Mill the contour on the mullion/transom.
– Provide the mullion/transom with steel reinforcement.
– Using the drill jig at the T connection, drill preliminary holes in the sash profile and notch the glazing gasket.
– Place the sealing element item no. 9C49 on the mullion/transom and secure this with four 4.2 x 70 mm screws.
– Seal the connection at the rebate with sealing compound.
– Install the glazing bead set 6062 at the midrail.
6049
glazing bead set
for item no. 6049/9C49
item no. 6062
sealing element
9C49
6041
four screws
4.2 x 70 mm
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Installing additional profiles
PVC interlock 6060
The interlock 6060 was developed for the sash profile 6040.
First position the bottom interlock cover 9C59, and secure this with the Ø 3.9 x 16 mm screw. Finally clip on the interlock 6060
(trim = SEM height – 52 mm).
Roll in the brush gasket 9090, cut it to length, and secure this with adhesive against slipping.
After hanging in the sashes you can clip in and screw down the top interlock cover 9C59.
interlock 6060
brush gasket 9090
window installation
screw
Ø 3.9 x 16 mm
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interlock cover 9C59
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PVC interlock 6061
The interlock 6061 in conjunction with the aluminium 9C61 was developed for the sash profile 6041.
First position the bottom interlock cover 9C60, and secure this with the Ø 3.9 x 16 mm screws. Now position the aluminium
interlock 9C61 (trim = SEM height – 52 mm), and secure this with a 4.1 x 16 mm screw spaced at 200 mm.
Trim the interlock 6061 (trim = SEM height – 52 mm) and clip it on.
After hanging in the sashes you can clip in and screw down the top interlock cover 9C60.
screw
Ø 4.1 x 16 mm
NOTE
interlock item no. 6061 outer:
on single-sided laminated elements
colour code 2xx
aluminium interlock
9C61
interlock 6061
brush gasket 9090
interlock cover 9C59
NOTE
On single-sided laminated elements
the marked areas must be
painted.
screw
Ø 3.9 x 16 mm
6061 inner
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Aluminium pull 9C57 and 9C58
Trim the pull 9C57 or 9C58 (length = SEM height).
Cut out the top and bottom sections in accordance with Fig 3.
Drill preliminary holes of Ø 3 mm in the pull, starting 100 mm from the sash’s bottom edge, spaced at max 400 mm.
Then clip on and position the pull, and rebore both steel sides to Ø 4.5 mm. Screw down
the pull with a 4.0 x 70 mm A2 screw (e.g. Spax JD-79/A2).
Install the cap set 9C68 at the top and bottom.
cap set
9C68
Fig 2
Chamfering the pull at top and bottom
brush gasket 9090
Fig 3
Pull 9C57 on sash 6040
Fig 1
Cutouts on the pull 9C57/9C58
brush gasket 9090
Fig 4
Pull 9C58 on sash 6041
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Add-on profile 6067
Trim add-on profile 6067 (length = SEM height).
Cut out the top and bottom section in accordance with Fig 1.
Apply PVC adhesive over the whole outside length of the add-on profile (Fig 2),
position this, and clip it on the sash.
Fig 1
Top anf bottom cutout on the mullion/transom
6067
PVC adhesive
Fig 2
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Glazing
Glazing instructions
General glazing instructions
Planned and actual glazing work must be based on the following default values:
1.
VOB (German contract procedure for building works), part C
2.
standards
DIN 18361 – glazing work
DIN 18056 – window walls, dimensioning and execution
DIN 4108 – thermal insulation in overground buildings
3.
technical guidelines from the Hadamar Glazing Trade Institue for Glazing
Techniques and Window Manufacture
no. 2 wind load – glass thickness
no. 3 blocking instructions for flat glass panes
no. 12 keys to DIN 18056, window walls, dimensioning and execution
no. 13 glazing with seal profiles of synthetic rubber (EPDM)
no. 16 windows and window walls for indoor swimming pools
no. 17 glazing with multiple insulating panes
no. 19 overhead glazing
In case of differing values priority must be given to the specifications issued
by the system provider.
Dry glazing
For PVC-u windows, glazing with EPDM or weldable gaskets (PCE) has proved the
best solution and today is state of the art.
The gaskets fulfil the requirements under DIN 7863.
The material mixtures used must not give rise to stress cracking in Plexiglas
(PMMA) glazing.
EPDM gaskets for these requirements must be ordered separately.
Order no. 9040 V, 9043 V, 9045 V1
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PremiLine
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Glazing
PremiLine allows glazing up to 23.0 mm
Use the glazing tables to choose the glazing beads and glazing gasket profiles.
IMPORTANT
Check the glass thicknesses!
Glass weight for 1 mm glass thickness = 25 N/m2
Dry glazing
Glazing with EPDM gasket profiles have proved ideal for PVC-u windows.
The gasket profiles fulfil the requirements under DIN 7863.
Glazing bead and glazing cord trims
Mitre the glazing beads precisely to size. The glazing cords are mitred
with a length allowance of about 2%.
The glazing beads with coextruded gasket lip are also mitred like the normal glazing
beads. The coextruded gasket does not need to have the gasket cord rolled in nor
the length allowance.
The glazing bead foot must be undercut at 45° (see Fig 1).
Inserting and blocking the pane
Inserting the glazing beads
The glazing beads are engaged under light taps with a rubber hammer.
Bear in mind that the short glazing beads must be installed first.
Place the longer glazing beads slightly bent in the mitres
and engage them in the glazing bead groove.
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Glazing
Taking out the glazing beads
Apply the chisel vertically at the centre between the main profile and the longest
glazing bead. A slight tap on the chisel disengages the glazing bead from its receiver.
Blocking the panes
The glazing block art. no. 9C56 can be clipped on and the glazing block art.
no. 9C55 for fixed glazing must be glued in.
Block length approx 100 mm; the chosen block width must be min 2.0 mm
wider than the pane thickness.
The glass unit must lie over its whole length on the bearing blocks.
All blocks must be secured against slipping.
The blocking material must not impair the function of any of the ventilation
apertures on the sliding window.
Make sure when inserting the panes that their whole surfaces are pressed
against the gasket profiles. Otherwise the glazing beads cannot be inserted
during the production process.
The gaskets used in the PremiLine sliding window/door system form part of the
system test. Like all ancillary products they are subject to quality assurance. We
reject all complaints occasioned by the use of third party products!
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Glazing tables
Glass thickness Glazing bead
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5.2
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1
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Glazing tables
Glass thickness Glazing beade
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Glazing tables
Glazing seals the manual feed
EPDM Gasket
Gasket
Art.-No. 9045.1
Gasket
Art.-No. 9044.1
Glazing packer
Art.-No. 9C55
Alu-Glazing bead
Art.-No. 9B93
Sealing
Alu-Glazing bead
Art.-No. 9C00
Note:
The aluminum-glazing bead 9C00 and 9B93 for the use of blunt
exterior glazing panels Interpreted
It must be made leak surrounding foreign and security reasons
(Burglary), in addition screwed / glued be.
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Glazing tables
Glass thickness
2419
2419
2428
2428
2429
2429
2430
2430
2431
2431
2432
2432
2433
2433
2435
2435
2454
2454
2434
2434
2437
2437
2438
2438
2436
2436
1436
1436
2453
2453
2452
2452
Alu-Glazing bead Art.-No. 9B93
with Gasket Art.-No. 9045.1.
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Glazing bead
Alu-Glazing bead Art.-No. 9B93
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4
PremiLine
Glazing tables
Glass thickness
2419
2419
2428
2428
2429
2429
2430
2430
2431
2431
2432
2432
2433
2433
2435
2435
2454
2454
2434
2434
2437
2437
2438
2438
2436
2436
1436
1436
2453
2453
2452
2452
Alu-Glazing bead Art.-No. 9C00
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Glazing bead
Alu-Glazing bead Art.-No. 9C00
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Statics
Design calculation
Basics
1. General
1.1 Standards, guidelines
DIN 1055 Part 3
live loads for high buildings; issue 2002-02
DIN 1055 Part 4
issue 2005-04
effects on supporting structures - Part 4 Wind loads;
DIN EN 13 830
Curtain walling – product standard; issue 2003-03
DIN EN 14351
windows and outside doors – product standard;
DIN 18800 Part 1
steel structures – dimensioning and design; issue 1990-11
TRAV
technical rules for the use of safety glazing;
issue 2003-01
TRLV
technical rules for the use of glazing with linear supports;
issue 2006-08
Recommended applications for windows and outside doors – ift guideline FE-05/02
2. Assumed loads
2.1 Preliminary remarks on the statics of windowed walls
Windows are exposed to the effects of wind, temperature, dead weight, and
traffic.
The window walls must absorb the acting forces and transfer them to the surrounding body shell. The purpose of window statics is to determine the profile
combinations and reinforcing profiles that must be used if the structure is not to
exceed the max permitted deflection and the window element is to retain its
assured fitness for use and stability.
The criteria underlying this are:
– tightness against driving rain
– resistance under wind load
– air permeability
– height-width ratios for eliminating glass breakage and malfunctions
on side- and centre-hung windows.
In the case of window walls verification must be furnished of the load-bearing
capacities of the fastenings that must therefore be approved for use by the
supervising authority.
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2.3
Wind load
2.3.1 Simplified method
The dimensions of windows and window walls must be based on the wind
loads under DIN 1055 Sheet 4 : 2005-03. To simplify calculations the following
table contains values for wind loads as a function of the building type, its location (wind load zone and terrain category), and its height (h) for buildings up
to 25 m in height. The wind load (w) contains the dynamic pressure and aerodynamic coefficient cpe = 1.7 for vertical outer walls. The wind load on a building depends on its geometry. The wind load is made up of pressure and suction effects.
Wind
zone
1
2
3
4
Hybrid profile
Wind load w [kN/m2]
10 m > h ≤ 18 m 18 m > h ≤ 25 m
h ≤ 10 m
inland
0.85
1.105
1.275
inland
1.105
1.36
1.53
Baltic Sea
coast and
islands
1.445
1.70
1.87
inland
1.36
1.615
1.87
Baltic Sea
coast and
islands
1.785
2.04
2.21
inland
1.615
1.955
2.21
North and
Baltic Sea
coast and
Baltic Sea
islands
2.125
2.38
2.635
North Sea
islands
2.38
—
—
h is the building’s height to the ridge
If the window element you are dimensioning does not fall under the “simplified
method” (e.g. the building is taller than 25 or 10 m) or the returned wind load is
too far on the safe side you can apply the “regular method”.
2.3.2 Regular method
Dimensioning window walls under DIN 1055/4 using the regular method requires in addition to the location and building height also the building’s width and
depth and the window’s position on the building.
Applications – Buildings 0–300 m in height.
This method can be used efficiently only by means of a special window statics
program (profine statics calculator).
2.4 Strut load
Elements with a transom (e.g. full-storey elements with panelling) must be
dimensioned for the following loads:
horizontal load on the transom
0.5 kN/m residential building
(e.g. access balconies, stairwell glazing)
1.0 kN/m public buildings with normal gathering of people (schools, theatres,
sports structures, etc.)
2.0 kN/m public buildings with considerable gathering of people (entrance
areas of theatres, sports structures, etc.)
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2.5 Superimposition rules
When wind suction and traffic load can act in unison, they must be superimposed according to the following rule:
I meas
Ivmeas
Ivmeas + w
+ Iwmeas
or
2
2
The more detrimental load combination is decisive.
3. Statics
3.1 General
profile depiction mullion/bar with axes
Wind
Y
Z
Z
Y
weight
Z
Wind
Y
Y
Z
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3.2 Fitness for use
Restrictions and deflections
According to the German technical guidelines for linear glazing (TLRV) the
support profiles or analogously the self-supporting frame sections must not
deflect through more than L/200 (for a max span length L of 300 cm) or 15 mm
at the most. In the case of span lengths greater than 300 cm the deflection
may not exceed L/300. In the case of insulating panes the manufacturers generally restrict the max deflection to 0.8 cm. In the case of special glass we
recommend consulting the manufacturer.
Static proof is required for frame sections that are not connected directly to the
body shell and that include transoms and mullions in outer frames, coupling
profiles for ribbon windows, and outer frames that cannot be secured to the
body shell at the stipulated intervals of 700 mm, e.g. near rolling shutter cases.
The loaded widths and span lengths of the frame section must be determined before the frame’s required moments of inertia can be calculated.
3.3 Verification of stability
As a consequence of ever greater permitted deformations the stability of the
structure must be verified. This is depicted by the requisite section modulus
(Wmeas). This verification is based on the partial safety concept under DIN
18800.
4.
Application
4.1 General
Reinforcements
Corrosion-protected steel profiles must be used as reinforcements. The min wall
thickness of steel reinforcements is 1.25 mm. Proof of suitability (statics and
performance test) must be produced when the wall thickness is less than the
minimum value.
Window sashes of white profiles must be reinforced when they are larger than
W x H = 900 mm x 1300 mm.
Outer frames must be reinforced when they are larger than 2000 mm and
when the fasteners are spaced greater than 700 mm apart on the body shell.
The steel reinforcements are secured in place 50 mm from the inside corners
with a max permitted screw spacing of 300–500 mm for white PVC.
Colour profiles must always be reinforced with steel; the fastener spacing must
not exceed 250–350 mm.
In addition, separate processing and reinforcing instructions apply to special
designs like e.g. sound-insulating or burglar-resistant windows.
Extension profiles
Extension profiles are generally screwed in place to prevent gaps from forming
between the outer frame and the extension profile or between extensions as a
result of thermal expansion.
The distance between screws must not exceed 400 mm on white extension
profiles and must not exceed 300 mm on colour extensions.
When several extensions are joined, these must be screwed together for a reliable non-positive connection.
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NOTE
Colour extensions are always reinforced. When, however, extensions transfer
forces on the window to the building, it is absolutely imperative that white
extension profiles are reinforced.
When several extensions are joined, these must be screwed in place for a safe
non-positive connection.
The size tables are based on a wind load of Iw = 1.0 kN/m2
or a strut load of Iv = 0.5 kN/m.
deformation verification (E = 210.000 N/mm2):
deformation over supported length
H/200; max 15 mm
deformation over glazing edge length ΔH/300; max 8 mm (must be considered separately when needed)
stability verification (S 235 JR):
fyk = 240 N/mm2
γF = 1.5 (changing load e.g. wind and strut load)
γF = 1.35 (constant load e.g. glass)
γM = 1.1
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4.2 Rectangular load
Table of rectangular load moments of inertia and section moduli
20
30
40
50
60
70
80
90
100
110
120
130
140
150
175
200
0,25
0,17
0,33
0,21
0,43
0,25
0,54
0,29
0,68
0,34
0,84
0,39
1,02
0,44
1,22
0,50
1,45
0,56
1,70
0,62
1,98
0,69
2,30
0,76
2,64
0,83
3,02
0,91
3,43
0,99
3,88
1,07
4,36
1,16
4,88
1,25
5,44
1,35
6,05
1,45
6,70
1,55
0,37
0,26
0,50
0,31
0,64
0,37
0,82
0,44
1,02
0,51
1,26
0,58
1,52
0,66
1,83
0,75
2,17
0,84
2,55
0,93
2,98
1,03
3,45
1,14
3,96
1,25
4,53
1,36
5,14
1,49
5,81
1,61
6,54
1,74
7,32
1,88
8,17
2,02
9,07
2,17
10,04
2,32
0,50
0,34
0,66
0,42
0,86
0,50
1,09
0,58
1,36
0,67
1,67
0,77
2,03
0,88
2,44
0,99
2,89
1,11
3,40
1,24
3,97
1,38
4,59
1,52
5,28
1,66
6,04
1,82
6,86
1,98
7,75
2,15
8,72
2,32
9,76
2,51
10,89
2,70
12,10
2,89
13,39
3,09
0,62
0,43
0,83
0,52
1,07
0,62
1,36
0,73
1,70
0,84
2,09
0,97
2,54
1,10
3,05
1,24
3,62
1,39
4,25
1,55
4,96
1,72
5,74
1,89
6,60
2,08
7,54
2,27
8,57
2,48
9,69
2,69
10,90
2,90
12,20
3,13
13,61
3,37
15,12
3,61
16,74
3,87
0,74
0,52
0,99
0,62
1,29
0,74
1,63
0,87
2,04
1,01
2,51
1,16
3,05
1,32
3,66
1,49
4,34
1,67
5,10
1,86
5,95
2,06
6,89
2,27
7,92
2,50
9,05
2,73
10,29
2,97
11,63
3,22
13,08
3,49
14,65
3,76
16,33
4,04
18,15
4,34
20,09
4,64
0,87
0,60
1,16
0,73
1,50
0,87
1,91
1,02
2,38
1,18
2,93
1,35
3,56
1,54
4,26
1,74
5,06
1,95
5,95
2,17
6,94
2,41
8,04
2,65
9,24
2,91
10,56
3,18
12,00
3,47
13,56
3,76
15,26
4,07
17,09
4,39
19,06
4,72
21,17
5,06
23,44
5,41
0,99
0,69
1,32
0,83
1,71
0,99
2,18
1,16
2,72
1,35
3,35
1,55
4,06
1,76
4,87
1,99
5,79
2,23
6,80
2,48
7,94
2,75
9,19
3,03
10,56
3,33
12,07
3,64
13,71
3,96
15,50
4,30
17,44
4,65
19,53
5,01
21,78
5,39
24,20
5,78
26,79
6,19
1,12
0,77
1,49
0,94
1,93
1,11
2,45
1,31
3,06
1,52
3,77
1,74
4,57
1,98
5,48
2,24
6,51
2,51
7,66
2,79
8,93
3,09
10,34
3,41
11,88
3,74
13,58
4,09
15,43
4,46
17,44
4,83
19,62
5,23
21,97
5,64
24,50
6,06
27,22
6,50
30,13
6,96
1,24
0,86
1,65
1,04
2,14
1,24
2,72
1,45
3,40
1,68
4,19
1,93
5,08
2,20
6,09
2,48
7,23
2,78
8,51
3,10
9,92
3,44
11,48
3,79
13,20
4,16
15,09
4,55
17,14
4,95
19,38
5,37
21,80
5,81
24,41
6,26
27,22
6,74
30,24
7,23
33,48
7,73
1,36
0,95
1,82
1,14
2,36
1,36
3,00
1,60
3,74
1,85
4,60
2,13
5,59
2,42
6,70
2,73
7,96
3,06
9,36
3,41
10,91
3,78
12,63
4,17
14,52
4,58
16,60
5,00
18,86
5,45
21,31
5,91
23,98
6,39
26,85
6,89
29,94
7,41
33,27
7,95
36,83
8,51
1,49
1,03
1,98
1,25
2,57
1,49
3,27
1,74
4,08
2,02
5,02
2,32
6,10
2,64
7,31
2,98
8,68
3,34
10,21
3,72
11,90
4,13
13,78
4,55
15,85
4,99
18,11
5,46
20,57
5,94
23,25
6,45
26,15
6,97
29,29
7,52
32,67
8,09
36,29
8,67
40,18
9,28
1,61
1,12
2,15
1,35
2,79
1,61
3,54
1,89
4,42
2,19
5,44
2,51
6,60
2,86
7,92
3,23
9,40
3,62
11,06
4,03
12,90
4,47
14,93
4,93
17,17
5,41
19,61
5,91
22,29
6,44
25,19
6,98
28,33
7,55
31,73
8,14
35,39
8,76
39,32
9,40
43,53
10,05
1,74
1,20
2,31
1,46
3,00
1,73
3,81
2,03
4,76
2,36
5,86
2,71
7,11
3,08
8,53
3,48
10,13
3,90
11,91
4,34
13,89
4,81
16,08
5,31
18,49
5,82
21,12
6,36
24,00
6,93
27,13
7,52
30,51
8,13
34,17
8,77
38,11
9,43
42,34
10,12
46,88
10,83
1,86
1,29
2,48
1,56
3,21
1,86
4,09
2,18
5,10
2,53
6,28
2,90
7,62
3,30
9,14
3,73
10,85
4,18
12,76
4,65
14,88
5,16
17,23
5,68
19,81
6,24
22,63
6,82
25,71
7,43
29,06
8,06
32,69
8,71
36,61
9,40
40,83
10,11
45,37
10,84
50,22
11,60
2,17
1,50
2,89
1,82
3,75
2,17
4,77
2,54
5,95
2,95
7,32
3,38
8,89
3,85
10,66
4,35
12,66
4,87
14,88
5,43
17,36
6,02
20,10
6,63
23,11
7,28
26,40
7,96
30,00
8,66
33,91
9,40
38,14
10,17
42,71
10,96
47,64
11,79
52,93
12,65
58,59
13,54
2,48
1,72
3,30
2,08
4,29
2,48
5,45
2,90
6,81
3,37
8,37
3,87
10,16
4,40
12,19
4,97
14,46
5,57
17,01
6,20
19,84
6,88
22,97
7,58
26,41
8,32
30,18
9,09
34,29
9,90
38,75
10,74
43,59
11,62
48,82
12,53
54,44
13,48
60,49
14,45
66,96
15,47
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170
values in the diagram
F = increase factor
H = span length
F factor is needed
only when
H/ΔH < 1.5 and H >1.6 m
Diagram – increase factor for rectangular load with partial deformation
Rand
H
1,4
Mittig
ΔH
1,5
ΔH
Values in the table:
max deformation:
max f = H/200
w = 1.00 kN/m2
(1 kN/m2 = 1000 Pa)
Esteel= 210.000 N/mm2
fyk = 240 N/mm2
gF = 1.50
gM = 1.10
H = span length
B = loaded width
I
= moment of inertia cm4
w = section modulus cm3
B [cm]
H [cm]
I
100
w
I
110
w
I
120
w
I
130
w
I
140
w
I
150
w
I
160
w
I
170
w
I
180
w
I
190
w
I
200
w
I
210
w
I
220
w
I
230
w
I
240
w
I
250
w
I
260
w
I
270
w
I
280
w
I
290
w
I
300
w
H [cm]
B [cm]
1,3
F - Faktor
B [cm]
H [cm]
I
100
w
I
110
w
I
120
w
I
130
w
I
140
w
I
150
w
I
160
w
I
170
w
I
180
w
I
190
w
I
200
w
I
210
w
I
220
w
I
230
w
I
240
w
I
250
w
I
260
w
I
270
w
I
280
w
I
290
w
I
300
w
H [cm]
B [cm]
1,2
1,1
1,0
1,00
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1,10
1,15
1,20
1,25
H/ΔH
1,30
1,35
1,40
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Statics
Design calculation
Basics
4.3 Trapezoidal load
Table of trapezoidal load moments of inertia and section moduli
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170
0,23
0,16
0,31
0,20
0,41
0,24
0,52
0,28
0,66
0,33
0,81
0,38
0,99
0,43
1,19
0,49
1,42
0,55
1,67
0,61
1,95
0,68
2,26
0,75
2,61
0,82
2,98
0,90
3,39
0,98
3,84
1,07
4,32
1,15
4,84
1,24
5,40
1,34
6,00
1,44
6,65
1,54
0,32
0,23
0,44
0,28
0,58
0,34
0,75
0,40
0,95
0,47
1,18
0,55
1,44
0,63
1,74
0,71
2,07
0,80
2,45
0,90
2,87
1,00
3,33
1,11
3,84
1,22
4,40
1,33
5,02
1,45
5,68
1,58
6,40
1,71
7,18
1,85
8,02
1,99
8,92
2,14
9,88
2,29
0,38
0,27
0,53
0,34
0,71
0,42
0,93
0,51
1,19
0,60
1,49
0,70
1,83
0,81
2,23
0,92
2,67
1,04
3,17
1,17
3,72
1,30
4,33
1,44
5,01
1,59
5,75
1,75
6,56
1,91
7,44
2,08
8,39
2,25
9,42
2,43
10,54
2,62
11,73
2,82
13,01
3,02
0,40
0,29
0,58
0,38
0,79
0,48
1,06
0,58
1,37
0,70
1,74
0,82
2,16
0,96
2,64
1,10
3,18
1,25
3,79
1,41
4,48
1,58
5,23
1,75
6,07
1,94
6,98
2,13
7,99
2,33
9,08
2,54
10,26
2,76
11,54
2,99
12,93
3,23
14,41
3,47
16,01
3,72
----0,82
0,50
1,13
0,62
1,49
0,76
1,91
0,91
2,40
1,07
2,96
1,24
3,60
1,42
4,32
1,61
5,13
1,82
6,02
2,03
7,01
2,25
8,09
2,48
9,28
2,72
10,58
2,98
11,99
3,24
13,51
3,51
15,16
3,80
16,93
4,09
18,82
4,39
--------1,52
0,79
2,00
0,96
2,55
1,15
3,19
1,35
3,91
1,56
4,73
1,78
5,65
2,01
6,67
2,26
7,81
2,52
9,05
2,79
10,42
3,07
11,92
3,37
13,54
3,67
15,30
3,99
17,20
4,32
19,24
4,67
21,44
5,02
------------2,60
1,17
3,30
1,40
4,10
1,64
5,01
1,90
6,03
2,16
7,18
2,45
8,45
2,74
9,85
3,05
11,38
3,37
13,07
3,71
14,90
4,06
16,88
4,43
19,03
4,80
21,34
5,20
23,82
5,60
----------------4,17
1,67
5,15
1,96
6,27
2,26
7,52
2,58
8,91
2,91
10,46
3,26
12,15
3,62
14,01
4,00
16,04
4,39
18,24
4,80
20,62
5,23
23,19
5,67
25,95
6,13
--------------------6,35
2,29
7,70
2,64
9,20
3,01
10,87
3,40
12,71
3,80
14,73
4,23
16,94
4,66
19,35
5,12
21,95
5,59
24,76
6,08
27,79
6,59
------------------------9,30
3,05
11,08
3,48
13,05
3,92
15,22
4,38
17,60
4,87
20,19
5,37
23,01
5,89
26,05
6,42
29,33
6,98
----------------------------13,17
3,96
15,47
4,47
18,00
4,99
20,76
5,54
23,77
6,11
27,03
6,69
30,55
7,30
--------------------------------18,13
5,03
21,05
5,63
24,24
6,24
27,69
6,88
31,43
7,54
------------------------------------24,39
6,29
28,03
6,97
31,96
7,68
----------------------------------------32,14
7,73
-------------------------------------------
-------------------------------------------
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170
F - Faktor
F = increase factor
H = span length
F factor is needed
only when
H/ΔH < 1.5 and H >1.6 m
Diagram – increase factor for trapezoidal load with partial deformation
1,5
1,4
Mittig
'H
Rand
H
max deformation:
max f = H/200
w = 1.00 kN/m2
(1 kN/m2 =1000 Pa)
Esteel = 210.000 N/mm2
fyk = 240 N/mm2
γF = 1.50
γM = 1.10
H = span length
B = loaded width
I
B [cm]
H [cm]
I
100
w
I
110
w
I
120
w
I
130
w
I
140
w
I
150
w
I
160
w
I
170
w
I
180
w
I
190
w
I
200
w
I
210
w
I
220
w
I
230
w
I
240
w
I
250
w
I
260
w
I
270
w
I
280
w
I
290
w
I
300
w
H [cm]
B [cm]
'H
B [cm]
H [cm]
I
100
w
I
110
w
I
120
w
I
130
w
I
140
w
I
150
w
I
160
w
I
170
w
I
180
w
I
190
w
I
200
w
I
210
w
I
220
w
I
230
w
I
240
w
I
250
w
I
260
w
I
270
w
I
280
w
I
290
w
I
300
w
H [cm]
B [cm]
1,3
1,2
1,1
1,0
1,00
© profine GmbH
Order no. 301TD0031
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1,30
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1,40
1,45
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H/'H
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6.1
Page
7
Statics
Design calculation
Basics
4.4 Strut load
Table of strut load moments of inertia and section moduli
20
30
40
50
60
70
80
90
100
110
120
130
140
150
175
200
0,20
0,17
0,24
0,19
0,29
0,21
0,34
0,22
0,39
0,24
0,45
0,26
0,51
0,28
0,57
0,29
0,64
0,31
0,72
0,33
0,79
0,34
0,87
0,36
0,95
0,38
1,02
0,39
1,10
0,40
1,17
0,41
1,24
0,42
1,31
0,43
1,38
0,44
1,45
0,45
1,52
0,46
0,30
0,26
0,36
0,28
0,43
0,31
0,50
0,34
0,58
0,36
0,67
0,39
0,76
0,41
0,86
0,44
0,96
0,46
1,07
0,49
1,19
0,52
1,31
0,54
1,42
0,56
1,54
0,58
1,65
0,60
1,76
0,62
1,86
0,63
1,97
0,65
2,07
0,66
2,18
0,68
2,28
0,69
0,40
0,34
0,48
0,38
0,57
0,41
0,67
0,45
0,78
0,48
0,89
0,52
1,02
0,55
1,15
0,58
1,29
0,62
1,43
0,65
1,59
0,69
1,74
0,72
1,90
0,75
2,05
0,78
2,20
0,80
2,34
0,83
2,48
0,85
2,63
0,87
2,77
0,88
2,91
0,90
3,04
0,92
0,50
0,43
0,60
0,47
0,71
0,52
0,84
0,56
0,97
0,60
1,12
0,64
1,27
0,69
1,43
0,73
1,61
0,77
1,79
0,82
1,98
0,86
2,18
0,90
2,37
0,94
2,56
0,97
2,74
1,00
2,93
1,03
3,11
1,06
3,28
1,08
3,46
1,10
3,63
1,13
3,80
1,15
0,60
0,52
0,72
0,57
0,86
0,62
1,01
0,67
1,17
0,72
1,34
0,77
1,52
0,83
1,72
0,88
1,93
0,93
2,15
0,98
2,38
1,03
2,62
1,08
2,85
1,13
3,07
1,17
3,29
1,20
3,51
1,24
3,73
1,27
3,94
1,30
4,15
1,33
4,36
1,35
4,56
1,38
0,69
0,60
0,84
0,66
1,00
0,72
1,17
0,78
1,36
0,84
1,56
0,90
1,78
0,96
2,01
1,02
2,25
1,08
2,51
1,14
2,78
1,20
3,05
1,26
3,32
1,31
3,58
1,36
3,84
1,40
4,10
1,44
4,35
1,48
4,60
1,52
4,84
1,55
5,08
1,58
5,32
1,60
0,79
0,69
0,96
0,76
1,14
0,83
1,34
0,89
1,56
0,96
1,79
1,03
2,03
1,10
2,29
1,17
2,57
1,24
2,87
1,31
3,17
1,38
3,49
1,44
3,80
1,50
4,10
1,55
4,39
1,60
4,68
1,65
4,97
1,69
5,25
1,73
5,53
1,77
5,81
1,80
6,08
1,83
0,89
0,77
1,08
0,85
1,29
0,93
1,51
1,01
1,75
1,08
2,01
1,16
2,29
1,24
2,58
1,31
2,89
1,39
3,22
1,47
3,57
1,55
3,92
1,62
4,27
1,69
4,61
1,75
4,94
1,80
5,27
1,86
5,59
1,90
5,91
1,95
6,22
1,99
6,54
2,03
6,85
2,06
0,99
0,86
1,20
0,95
1,43
1,03
1,68
1,12
1,94
1,20
2,23
1,29
2,54
1,38
2,87
1,46
3,21
1,55
3,58
1,63
3,97
1,72
4,36
1,80
4,74
1,88
5,12
1,94
5,49
2,01
5,85
2,06
6,21
2,12
6,57
2,16
6,92
2,21
7,26
2,25
7,61
2,29
1,09
0,95
1,32
1,04
1,57
1,13
1,84
1,23
2,14
1,32
2,46
1,42
2,79
1,51
3,15
1,61
3,54
1,70
3,94
1,80
4,37
1,89
4,80
1,98
5,22
2,06
5,63
2,14
6,04
2,21
6,44
2,27
6,83
2,33
7,22
2,38
7,61
2,43
7,99
2,48
8,37
2,52
1,19
1,03
1,44
1,13
1,71
1,24
2,01
1,34
2,33
1,44
2,68
1,55
3,05
1,65
3,44
1,75
3,86
1,86
4,30
1,96
4,76
2,06
5,23
2,16
5,69
2,25
6,14
2,33
6,59
2,41
7,02
2,48
7,45
2,54
7,88
2,60
8,30
2,65
8,72
2,70
9,13
2,75
1,29
1,12
1,56
1,23
1,86
1,34
2,18
1,45
2,53
1,56
2,90
1,68
3,30
1,79
3,73
1,90
4,18
2,01
4,66
2,12
5,16
2,23
5,67
2,34
6,17
2,44
6,66
2,53
7,14
2,61
7,61
2,68
8,08
2,75
8,54
2,81
8,99
2,87
9,44
2,93
9,89
2,98
1,39
1,20
1,68
1,32
2,00
1,44
2,35
1,56
2,72
1,68
3,13
1,80
3,56
1,93
4,01
2,05
4,50
2,17
5,01
2,29
5,56
2,41
6,10
2,52
6,64
2,63
7,17
2,72
7,69
2,81
8,19
2,89
8,70
2,96
9,19
3,03
9,68
3,09
10,17
3,15
10,65
3,21
1,49
1,29
1,80
1,42
2,14
1,55
2,51
1,68
2,92
1,80
3,35
1,93
3,81
2,06
4,30
2,19
4,82
2,32
5,37
2,45
5,95
2,58
6,54
2,70
7,12
2,81
7,68
2,91
8,23
3,01
8,78
3,09
9,32
3,17
9,85
3,25
10,37
3,31
10,89
3,38
11,41
3,44
1,74
1,50
2,10
1,65
2,50
1,80
2,93
1,96
3,40
2,11
3,91
2,26
4,44
2,41
5,02
2,56
5,63
2,71
6,27
2,86
6,94
3,01
7,63
3,15
8,30
3,28
8,96
3,40
9,61
3,51
10,24
3,61
10,87
3,70
11,49
3,79
12,10
3,87
12,71
3,94
13,31
4,01
1,98
1,72
2,40
1,89
2,86
2,06
3,35
2,23
3,89
2,41
4,46
2,58
5,08
2,75
5,73
2,92
6,43
3,09
7,16
3,27
7,94
3,44
8,72
3,60
9,49
3,75
10,24
3,89
10,98
4,01
11,71
4,13
12,42
4,23
13,13
4,33
13,83
4,42
14,53
4,50
15,21
4,58
20
30
40
50
60
70
80
90
100
110
120
130
140
150
175
200
max deformation:
max f = H/200
v
= 0.50 kN/m2
F = increase factor
Diagram – increase factor for strut load with partial deformation
'H
'H
Oben
H
1,4
Mittig
H
Unten
F - Faktor
Esteel= 210.000 N/mm2
fyk = 240 N/mm2
γF = 1.50
γM = 1.10
H = span length
B = loaded width
I
B [cm]
H [cm]
I
100
w
I
110
w
I
120
w
I
130
w
I
140
w
I
150
w
I
160
w
I
170
w
I
180
w
I
190
w
I
200
w
I
210
w
I
220
w
I
230
w
I
240
w
I
250
w
I
260
w
I
270
w
I
280
w
I
290
w
I
300
w
H [cm]
B [cm]
1,5
'H
B [cm]
H [cm]
I
100
w
I
110
w
I
120
w
I
130
w
I
140
w
I
150
w
I
160
w
I
170
w
I
180
w
I
190
w
I
200
w
I
210
w
I
220
w
I
230
w
I
240
w
I
250
w
I
260
w
I
270
w
I
280
w
I
290
w
I
300
w
H [cm]
B [cm]
1,3
1,2
1,1
H = span length
F factor is needed
only when
H/ΔH < 1.5 and H >1.6 m
1,0
1,00
© profine GmbH
Order no. 301TD0031
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8
Statics
Design calculation
Basics
4.5 Bars
Static system – bar in window plane
Definition of units:
H = glazing height [m]
B = glazing width [m]
k = block offset [0.15 m]
fmax = max deformation [mm]
A = profile cross section [cm2] t = glass thickness [mm]
gR = bar volume weight [kN/m3]gG = infillingvolume weight [kN/m3]
F = half of glass weight [N]
To calculate glass weight:
H
F = gG ⋅ t ⋅ B
[kN ]
2 ⋅10 3
To calculate bar’s dead weight:
q = A ⋅ g R 10 4 [kN / m]
Determining the bar’s requisite moment of inertia in the window plane:
⎡
B 4 ⎤ 1,26
J erf = ⎢ F ⋅ k (3B 2 − 4k 2 )+ q
cm 4
⎥
f
3
,
2
25
⎣
⎦
zul
[ ]
4.6 Fastening to the building substrate
See the latest wording of the Installation guidelines.
Published by RAL - Gütegemeinschaft
4.7 Example calculation
Example rectangular load with partial
deformation
Wind load from 2.3.1 simplified method:
Fig 1 –
B2
Determining table values
H
B [cm]
H [cm]
I
100
w
I
110
w
I
I
160
w
I
170
w
I
180
w
I
190
B1
Wind load zone WZ 3
inland
building height≤ 10 m
⇒ table value wind load w = 1.36 kN/m2
20
30
40
0,25
0,17
0,33
0,21
0 43
1,02
0,44
1,22
0,50
1,45
0,56
1,70
0,37
0,26
0,50
0,31
0 64
1,52
0,66
1,83
0,75
2,17
0,84
2,55
0,50
0,34
0,66
0,42
0 86
2,03
0,88
2,44
0,99
2,89
1,11
3,40
element dimensions,
values calculated from 4.2 table for rectangular load:
I
W
F = 1.185
Fig 2 –
Determining increase factor from diagram
H
ΔH
= 180 cm
= 140 cm
b1
= 80 cm ⇒ B1 = 40 cm ⇒
table values WB1 = 1.11; IB1 = 2.89 (see Fig 1)
b2
= 60 cm ⇒ B2 = 30 cm ⇒
table values WB2 = 0.84; IB2 = 2.17 (see Fig 1)
Test whether increase factor is necessary:
H/ΔH = 180/140 = 1.29 ⇒ value < 1.5 ⇒ increase factor is necessary⇒
value from diagram rectangular load increase factor F = 1.185 (see Fig 2)
1,2
Calculation:
1,1
meas Iw
1,0
1,00
1,05
1,10
1,15
1,20
1,25
Δ
1,3
H/ΔH = 1.29
© profine GmbH
Order no. 301TD0031
= w . ( IB1 + IB2 ) . F
=1.36 . (2.89 + 2.17) . 1.185 = 8.15 cm4
= w . ( WB1 + WB2 )
=1.36 . (1.11 + 0.84) = 2.65 cm3
meas Ww
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Statics
Design calculation
Basics
Example trapezoidal load
Wind load from 2.3.1 simplified method:
Wind load zone WZ 3
inland
building height≤ 10 m
⇒ table value wind load w = 1.36 kN/m2
element dimensions,
values calculated from 4.2 table for rectangular load:
H
= 160 cm
b1
= 80 cm ⇒ B1 = 40 cm ⇒
table values WB1 = 0.81; IB1 = 1.83
b2
= 60 cm ⇒ B2 = 30 cm ⇒
table values WB1 = 0.63; IB2 = 1.44
increase factor not necessary:
H ≤ 1.6 m
Calculation:
= w . ( IB1 + IB2 )
=1.36 . (1.83 + 1.44) = 4.45 cm4
meas Ww = w . ( WB1 + WB2 )
=1.36 . (0.63 + 0.81) = 1.96 cm3
meas Iw
Example strut load –
Strut load from 2.4 public building
⇒ Iv = 1.0 kN/m
IMPORTANT Table is designed for 0.5
kN/m
⇒ all values double
H
ΔH
= 240 cm
= 240 cm - 100 cm = 140 cm
b1
= 80 cm ⇒ B1 = 40 cm ⇒
table values WB1 = 0.80 x 2 = 1.60;
IB1 = 2.20 x 2 = 4.40
= 60 cm ⇒ B2 = 30 cm ⇒
table values WB2 = 0.60 x 2 = 1.20;
IB2 = 1.65 x 2 = 3.30
b2
increase factor not necessary:
H/ΔH = 240/140 = 1.7 ⇒ value > 1.5
Calculation:
© profine GmbH
Order no. 301TD0031
meas Iv
= IB1 + IB2
= 4.40 + 3.30 = 7.70 cm4
meas Wv
= WB1 + WB2
= 1.60 + 1.20 = 2.80 cm3
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10
Statics
Design calculation
Basics
6. Recommended applications for windows and outside doors
The course of harmonisation targeting European standards and regulations has
replaced familiar standards recommended for applications in Germany.
This has affected all standards for windows and outside doors. Correlations
between the old and new classifications are listed in the tables of the national
annexes to the new classification standards.
The following presents Table 2 “Recommended applications for windows
and outside doors” from the ift guideline FE-05/1 from ift-Rosenheim.
They apply to all operational windows and outside doors.
They are to facilitate the choice of suitable window and door properties
with respect to wind loads, tightness against driving rain, and air permeability.
These recommended applications apply to closed buildings with rectangular
ground plans, internal divisions, and openable windows and glazed doors. The
building must not exceed a ground elevation of 800 m above sea level. The
effects of wind loads on the building or building structure must act at right
angles to the building’s surface. They apply only to body shells max 25 m in
height that do not require any special investigations or calculations.
Separate verification of wind load under DIN 1055-4 must be furnished for windows installed higher than 25 m, buildings not having a square ground plan,
and buildings erected at ground elevations greater than 800 m above sea level.
The values listed in the table are reference values.
The wind load values must be multiplied by 1.7 at corners and edges. Corners
are defined as one fifth of the building’s width or two fifths of the building’s
height, applying to all sides of the building. The lower value is relevant. The
central area is the whole of the remaining surface.
NOTE
The EnEV (German Energy Savings Act) of 07/2007 stipulates Class 3 for airpermeable windows higher than two full storeys.
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Statics
Design calculation
Basics
Criteria for determining the wind load in kN/m²
– Wind load zones
Terrain category
Germany is divided into four different wind load zones. The wind zone chart
contains the datum speed vref for which certain standard conditions have been
defined:
Terrain is divided into four categories
that are decisive for wind profiles and
therefore wind speed.
– mean wind speed averaged over ten minutes
– peak annual value with a return period of fifty years, determined independently of the wind’s direction
– flat terrain of category II
– 10 m over the top surface
North Sea islands
This refers to the islands off the North
Sea coast.
North Sea coast
This refers to the strip of land 5 km
wide running along the North Sea
coast.
3
3
Baltic Sea coast and islands
4
This refers to the strip of land 5 km
wide running along the Baltic Sea
coast.
2
Inland
This refers to urban areas, suburbs,
industrial estates, and forests.
1
2
Wind load zone 1
corresponds to a datum wind speed of 22.5 m/s (wind force 9)
Wind load zone 2
Wind load zone 3
Wind load zone 4
Source: DIN 1055-4:2005-03
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Statics
Design calculation
Basics
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Statics
Design calculation
Basics
Application
Recommended example applications for windows and outside doors
Example 1
The plans are for a four-storey office building that is
to be erected in a suburb of Munich in Bavaria.
The windows are fitted in the third storey at a height of
11.50 m (top edge of the outer frame).
These specifications can now be used to determine the wind
loads, tightness against driving rain, and air permeability for
the window.
© profine GmbH
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Window statics
Max sash sizes
h (cm)
h (cm)
L 150
b (cm)
b (cm)
white
h (cm)
wind load: 1,2 kN/m²
h (cm)
white
b (cm)
white
b (cm)
white
for art. no. 6041 in conjunction with reinforcement art. no. V 106
with pull art. no. 9C58
The sash width must not be greater than the sash height by more than 25%!
The sash graphs apply to a max glass weight <_ 80 kg.
For 80–130 kg the max sizes must be reduced by 20%.
(This reduction can be obtained with Pos.1 - bonding or replacing rebate angles; first consult the application technology division.)
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Window statics
Max sash sizes
h (cm)
h (cm)
L 150
b (cm)
b (cm)
white
h (cm)
h (cm)
white
b (cm)
white
b (cm)
white
for art. no. 6041 in conjunction without reinforcement
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Window statics
Max sash sizes
h (cm)
h (cm)
L 150
b (cm)
b (cm)
white
h (cm)
h (cm)
white
b (cm)
white
b (cm)
white
with interlock art. no. 6061
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Window statics
Max sash sizes
h (cm)
h (cm)
L 150
b (cm)
b (cm)
white
h (cm)
h (cm)
white
b (cm)
white
b (cm)
white
with floating mullion art. no. 6067
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Window statics
Max sash sizes
h (cm)
h (cm)
L 200
b (cm)
b (cm)
white
h (cm)
h (cm)
white
b (cm)
white
b (cm)
white
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Window statics
Max sash sizes
h (cm)
h (cm)
L 200
b (cm)
b (cm)
white
h (cm)
h (cm)
white
b (cm)
white
b (cm)
white
© profine GmbH
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Window statics
Max sash sizes
h (cm)
h (cm)
L 200
b (cm)
b (cm)
white
h (cm)
h (cm)
white
b (cm)
white
b (cm)
white
© profine GmbH
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Window statics
Max sash sizes
h (cm)
h (cm)
L 300
b (cm)
b (cm)
white
h (cm)
h (cm)
white
b (cm)
white
b (cm)
white
© profine GmbH
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Window statics
Max sash sizes
h (cm)
h (cm)
L 300
b (cm)
b (cm)
white
h (cm)
h (cm)
white
b (cm)
white
b (cm)
white
© profine GmbH
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Window statics
Max sash sizes
h (cm)
h (cm)
L 300
b (cm)
b (cm)
white
h (cm)
h (cm)
white
b (cm)
white
b (cm)
white
© profine GmbH
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References
Suppliers
Firma Carl Fuhr
Postfach 100264
42567 Heiligenhaus
Tel. (02056) 592-0
Fax (02056) 592-84
Firma Ferco International
BP 45
F- 57401 Sarreburg
Tel. +33 (3) 87 23 31 11
Fax +33 (3) 87 03 57 29
Siegenia-AUBI KG
Zum Grafenwald
54411 Hermeskeil
Tel. (06503) 917-0
Fax (06503)917100
E-Mail: [email protected]
www.siegenia-aubi.com
Sobinco N.V.
Waregemstraat 5
B-9870 Zulte
Tel. +32 (0) 93 88 88-81
Fax +32 (0) 93 88 88-21
© profine GmbH
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References
Suppliers
corner press
sawing machines
drilling and milling units
machining centres
hinge glue press
glazing bead saws
window installation ancillaries
AFS Federhenn Maschinen GmbH
Sponheimer Ring 1
55469 Simmern
tel 06761/9393-0
fax 06761/7863
email [email protected]
www.afs-maschinen.de
AFS Schirmer Maschinen GmbH
Stahlstr. 25
33415 Verl
tel 05246/9213-0
fax 05246/9213-33
www.afs-maschinen.de
Bessey & Sohn GmbH & Co. KG
Postfach 1154
74301 Bietigheim-Bissingen
tel 07142/401-0
fax 07142/401-451
www.bessey.de
Albert Fezer GmbH Maschinenfabrik
Hauptstr. 37–39
73730 Esslingen
tel 0711/36009-0
fax 0711/36009-40
www.fezer.de
Atlas Copco Kompressoren GmbH
Hertichstr. 57
71229 Leonberg
tel 07152/60920
fax 07152/72360
www.atlascopco.de
Holger Clasen GmbH + Co. KG
Druckluftwerkzeuge
Alsterdorfer Str. 234
22203 Hamburg
tel +49 (0)40 51128-0, fax 51128-111
www. holger-clasen.de
Desoutter GmbH
Druckluftwerkzeuge
Edmund-Seng-Str. 3–5
63477 Maintal-Dörnigheim
tel +49 (0)6181 411-0, fax 411-184
[email protected]
www. chicagopneumatic.com
© profine GmbH
Order no. 101TD0031
Eder und Müller GmbH
Fehrbacher Str. 48
66954 Pirmasens
tel 06331/91041
fax 06331/94669
elumatec GmbH + Co. KG
Pinacher Str. 61
75417 Mühlacker-Lomersheim
tel 07041/14-0
fax 07041/14-280
www.elumatec.de
C. und E. Fein GmbH +Co.
Leuschnerstr. 41–47
70176 Stuttgart
tel 0711/6665-0
fax 0711/6665-249
www.fein.de
Graule Maschinenbau GmbH
Robert-Bosch-Str. 7
73431 Aalen
tel 07361/49511
fax 07361/49521
www.graule-maschinen.de
Hermann Loth GmbH + Co. KG
Werkzeuge
Industriestr. 14
66280 Sulzbach
tel 06897/573-0,
fax 06897/573-43
Lemuth GmbH
Anlagen für den Fensterbau
Gleimershäuser Str. 14
98617 Meiningen
tel +49 (0)3693 9412-0, fax 9412-50
www.lemuth.com
Polzer Maschinen und Anlagen GmbH
Rehbergkruppe 8
35745 Herborn
tel 02772/9494-0
fax 02772/9494-11
www.polzergmbh.de
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References
Suppliers
Pressta-Eisele GmbH
Bergstr. 9
56859 Bullay
tel 06542/9362-0
fax 06542/9362-99
www.pressta-eisele.de
Rapid Maschinenbau GmbH
Tübinger Str. 2
72131 Ofterdingen
tel 07473/3787-0
fax 07473/3787-50
www.rapid-maschinenbau.de
Rotox GmbH B. Eisenbach
Am Sportplatz 2
56858 Grenderich
tel 02673/981-0
fax 02673/981-119
www.rotox.de
Urban GmbH + Co. KG Maschinenbau
Dornierstr. 5
87700 Memmingen
tel +49 (0)8331 858-0, fax 858-58
www.u-r-b-a-n.com
corner press
sawing machines
drilling and milling units
machining centres
hinge glue press
glazing bead saws
window installation ancillaries
Weber Schraubautomaten GmbH
Hans-Urmiller-Ring 56
82515 Wolfratshausen
tel 08171/406-0
fax 08171/406-111
www.weber-schraubautmaten.de
Wegoma GmbH
Technik für den Fensterbau
Höhenstr. 7
75239 Eisingen
tel +49 (0)7232 3840-0, fax 3840-29
www.wegoma.de
Schüring GmbH + Co.
Fenster-Technologie KG
Langbaurghstr. 3
53842 Troisdorf-Spich
tel +49 (0)2241 994-0, fax 994-283
www.schuering.de
Stürtz Maschinenbau GmbH
Linzer Str. 24
53577 Neustadt/Rott
tel 02683/309-0
fax 02683/309-125
www.stuertz.com
Täubert GmbH + Co. KG
Drucklufttechnik
Schraubmaschinen
Friedenstr. 6
74366 Kirchheim
tel 07143/9014
fax 07143/92344
Thorwesten GmbH
Daimlerring 45
59269 Beckum
tel 02521/8202-0
fax 02521/8202-22
www.thorwesten.net
© profine GmbH
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References
Final inspection/transport
Intermediate or final inspection
Inspections during production processes help to prevent unnecessary followup work and to safeguard the quality conformity of windows supplied to customers. Defects are therefore discovered at an early point when they can be eliminated.
In the following we have listed a number of points that must be inspected. Where
these points are inspected during production processes depends on
the company’s mode of operations (e.g. intermediate inspection at the workplaces
“hang sash in frame” and “glazing”, final inspection before “prepare for dispatch”).
K correct profile?
K correct colour?
K are there ventilation apertures?
K correct position for the ventilation apertures?
K correct handle height?
K are the corners cleaned properly?
K has the correct gasket been inserted?
K is there indirect ventilation?
K is the gasket fitted correctly?
K have the dowel holes been drilled?
K correct opening mode?
K have the correct gears been fitted?
K is the number of locking points correct?
K do the positions of the locking plates agree with those of the roller pins?
K has the sliding support been fitted?
K is the sash’s precision fit OK? (chamber size)
K is the transom/mullion at the correct position?
K have the rebate angles been fitted?
K weather bar fitted?
K balcony door handle fitted?
K stay arm and corner bearing cap fitted?
K correct base point?
K correct extension profile?
K correct coupling profile?
K correct tipping profile?
K correct tracks?
K have the feeding formers been fitted?
K add-on element fitted/function check
K correct glass thickness?
K does the glass have optical flaws?
K correct blocking?
K correct glazing bead?
K glazing bead mitres tight?
K correct glazing type (ornament, colour)/panelling?
K ornament on the correct side?
K correct run of the ornament/structure?
K correct Georgian bar (width/colour)?
K correct Georgian bar divisions?
K sealing compound for stick-on Georgian bar?
K order complete?
K are the windows stored and packaged fit for transport?
K are the ancillaries complete?
© profine GmbH
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References
Final inspection/transport
Transport and storage
Ready-made window elements must be vertical and secured against slipping
and tipping on corresponding supports (e.g. transport frames or pallets) when
they are transported and stored. They must be protected from soiling and damage.
Windows must be covered when they are put in intermediate storage outdoors
for longer periods.
The cover or packaging must not prove detrimental to the quality of the window
element (e.g. a white or brightly pigmented and perforated film prevents the
build-up of heat).
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References
Cleaning/maintenance
Cleaning the profile surface
Surfaces must be subjected to meticulous cleaning and care if they are to retain
their high quality.
In many regions above-average levels of air pollution cause stubborn deposits
that can be removed only with great difficulty.
As a preventive measure against more stubborn dirt deposits we recommend
regular cleaning and maintenance with
Köraclean extra
for White, Beige, and Light grey
rigid PVC-u profiles
Köraclean color
for structured and colour
profiles of rigid PVC-u
Under no circumstances may these profiles be cleaned with abrasive agents or
dry dustcloths or similar.
Cleaning and polishing agents containing solvents may not be used, specifically
nail varnish removers, cellulose thinners, or so-called “plastic cleaners”.
Cleaning and care kit F00-74-C028
for structured and colour profiles of rigid PVC-u
Contents
Köraclean color
hardware oil
vaseline
cleaning cloth
cleaning and care instructions
x 500 ml
30 ml
25 g
40 x 36 cm
12 pages
1
2 bottles
1 bottle
1 tube
1 pce
pce
Cleaning and care kit F00-74-C027
for White, Beige, and Light grey profiles of rigid PVC-u
Contents
Köraclean extra
hardware oil
vaseline
cleaning cloth
cleaning and care instructions
© profine GmbH
Order no. 101TD0031
x 500 ml
30 ml
25 g
40 x 36 cm
12 pages
1
2 bottles
1 bottle
1 tube
1 pce
pce
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Installation
Installation instructions
Thermal conductivity
Material
© profine GmbH
Order no. 101TD0031
λR W/(m·K)
vertically perforated lightweight block W
0.330
vertically perforated lightweight block
0.210
reinforced concrete
2.100
porous concrete
0.190
breeze blocks
0.180
sand-lime brick
0.700
natural stone
2.300
granite, marble
3.500
external rendering / internal plaster
0.870/0.350
thermally insulating plaster
0.080
gypsum plasterboard
0.210
gypsum fibre board
0.360
cement screed
1.400
softwood
0.130
wood materials
0.170
steel sections
50
aluminium sections
160
backfill material/impregnated sealing strips of
foamed plastic (precompressed sealing tape)
0.060
extrudable sealing
0.350
thermal insulation, WLG 040
0.040
0.035
0.025
flexible waterproofing sheets, waterstops
–
clinker masonry
0.960
fibre cement slate
1.000
plastic sections
0.170
joint insulating material
0.035
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Installation
Installation instructions
Lateral building connectors
with plaster connection profile
© profine GmbH
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Building connection top
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Building connection bottom, barrier-free
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Building connection side
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Transcription

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