Subconstructions for ventilated rain screen...
Transcript of Subconstructions for ventilated rain screen...
Subconstructions for Subconstructions for ventilated rain screen facades
Eternit NeubeckumEternit, Neubeckum
03 04 200903.04.2009
Dipl Ing Peter ReinwarthDipl-Ing. Peter Reinwarth
Type of construction:
Load bearing wall
I l tiInsulation
Ventilation spaceS b t ti
C
Subconstruction
Cladding
Load bearing walls may consist of:R/C (concrete), steel, brickwork:
•full brick,
f t d b i k•perforated brick,
•light concrete,g
•aerated concrete,
t•etc.
Insulation
Nearly all thicknesses of insulation can be usedused.
Ventilation spaceVentilation space
In Germany: ≥ 20 mm.y
In other countries: National regulations to be complied with!complied with!
Cladding material
A various number of different cladding materials formats and fixing methods can materials, formats and fixing methods can be used.
• Systems for visible fixings
• Systems for hidden fixings
Subconstruction
The subconstruction has to comply with the type of cladding, its fixing method, the load yp g, g ,bearing wall as well as the forces acting on it.
• Therefore BWM invented and designed useful substructure systems y
• (ATK 100 Minor, ATK 103 ...)
In order to enable stress-free changes in length of the sections due to temperature variations, the sections are usually fixed
iusing
1 x fixed point1 x fixed pointn x sliding pointn x sliding point
(n = statically required number of brackets):(n statically required number of brackets):
WIND (pressure / depressure)Fixed point
WIND (pressure / depressure)
vertical facade loadsvertical facade loads(gravity load, snow, ice,
...))
n x Sliding pointWIND (pressure /
depressure)
WIND (pressure / depressure)Fixed point
WIND (pressure / depressure)
vertical facade loadsvertical facade loads
WIND (pressure / depressure) Fixed point
vertical facade loads
Direct panel fixing on vertical subconstruction(visible system)
Panel fixing on horizontal and vertical subconstruction (hidden system)
Panel fixing on vertical+horizontal and vertical subconstruction (hidden combiner system)
Mounting sequence ATK 100 Minor
Mounting sequence ATK 100 Minor
„helping hand“ bracket:bracket:
retainer spring for stressfree stressfree dilatation
Mounting sequence ATK 103+100 Minor
Mounting sequence ATK 103+100 Minor2a: in case of larger panels2a: in case of larger panels using more claps …
Mounting sequence ATK 103+100 Minor
Use of a rivet setting gauge for stress free dilatation on sliding points
or use of special sliding point screws forL-brackets
In a statical calculation all parts of the subconstrction are proved against collapse.p g p
Required material /information:q /
• Type and format of the cladding material• Distance to the wall / insulation thickness• Type and quality of the load bearing wall• Wind loads / building data in order to determine the
wind loadsB ildi l ( i / ti )• Building plans (views / sections)
Mounting plans based on the statical calculation specify the position of the calculation specify the position of the sections and fixings at the building.
Example of a facade in Beograd:
Profile Systems
BWM-Eternit-Project in Beograd
+19,70
+22,80
p. sprat
+24,00Profile Joint
Profile Joint Profile Joint
~300
~120
0~1
200
~300
~300
0
~350
~110
0~3
50~1
800
~325
~875
~300
~150
0
~200
0
~300
~750
~750
~750
~750
~300
~360
0
~300
~700
~700
~700
~700
~300
~340
0
~300
~120
0~1
200
~300
~300
0
~300
~875
~875
~300
~235
0
~350
~110
0~3
50~1
800
~350
~550
~550
~350
~180
0
~300
~900
~300
~150
0
~260
~600
~260 ~1
120
~250
~500
~250 ~1
000
~200
~200
~400
~300
~750
~750
~750
~750
~300
~360
0
~300
~700
~700
~700
~700
~300
~340
0
~300
~120
0~1
200
~300
~300
0
~300
~875
~875
~300
~235
0
~350
~110
0~3
50~1
800
~350
~550
~550
~350
~180
0
~300
~900
~300
~150
0
~260
~600
~260 ~1
120
~250
~500
~250 ~1
000
~200
~200
~400
2. sprat
3. sprat
4. sprat
5. sprat
+7,30
+10,40
+13,50
+16,60Profile Joint
Profile Joint
Profile Joint
Profile Joint
Profile Joint
Profile Joint
Profile Joint
Profile Joint
0.00
+4,20
prizemlje
1. spratProfile Joint
Profile Joint
Profile Joint
Profile Joint
Fixed Points
ONKJI L MDÜBEL + MONTAGETECHNIK GmbH
70771 Leinfelden-EchterdingenErnst-Mey-Straße 1
Datum NameBearb.Gepr.Norm
BV: Bulevar / Belgrade
Maßstab Blatt Bl®
Sliding points
Substructure
~300
~120
0~1
200
300
~300
0
~350
~110
0~3
50~1
800
~325
~875
300 ~1
500
~200
0
Profile Systems
~300
~750
~750
~750
~750
300
~360
0
~300
~700
~700
~700
~700
300
~340
0
~300
~120
0~1
200
300
~300
0
~300
~875
~875
300
~235
0
~350
~110
0~3
50~1
800
~350
~550
~550
~350
~180
0
~300
~900
300 ~1
500
~260
~600
260 ~112
0
~250
~500
250
~100
0
~200
200
00
~300
~750
~750
~750
~750
300
~360
0
~300
~700
~700
~700
~700
300
~340
0
~300
~120
0~1
200
300
~300
0
~300
~875
~875
300
~235
0
~350
~110
0~3
50~1
800
~350
~550
~550
~350
~180
0
~300
~900
300 ~1
500
~260
~600
260 ~112
0
~250
~500
250
~100
0
~200
200
00
5. sprat+16,60
+19,70
+22,80
p. sprat
+24,00Profile Joint
Profile Joint
Profile Joint
~ ~ ~~ ~ ~ ~ ~ ~ ~ ~2 ~2 ~ ~2~4
0 ~ ~ ~ ~ ~ ~ ~ ~2 ~2 ~ ~2~4
0
+4,20 1. sprat
2. sprat
3. sprat
4. sprat
+7,30
+10,40
+13,50Profile Joint
Profile Joint
Profile Joint
Profile Joint
Profile Joint
Profile Joint
Profile Joint
Profile Joint
O IJKLMN
0.00 prizemlje
Profile Joint
Fixed Points
Sliding points
DÜBEL + MONTAGETECHNIK GmbH
70771 Leinfelden-EchterdingenErnst-Mey-Straße 1
Datum Name
Bearb.
Gepr.
Norm
BV: Bulevar / Belgrade
Maßstab Blatt Bl®
Substructure
~300
~120
0~1
200
~300
~300
0
~350
~110
0~3
50~1
800
~325
~875
~300
~150
0
~200
0
Profile Systems
~300
~750
~750
~750
~750
~300
~360
0
~300
~700
~700
~700
~700
~300
~340
0
~300
~120
0~1
200
~300
~300
0
~300
~875
~875
~300
~235
0
~350
~110
0~3
50~1
800
~350
~550
~550
~350
~180
0
~300
~900
~300
~150
0
~260
~600
~260 ~1
120
~250
~500
~250 ~1
000
~200
~200
~400
~300
~750
~750
~750
~750
~300
~360
0
~300
~700
~700
~700
~700
~300
~340
0
~300
~120
0~1
200
~300
~300
0
~300
~875
~875
~300
~235
0
~350
~110
0~3
50~1
800
~350
~550
~550
~350
~180
0
~300
~900
~300
~150
0
~260
~600
~260 ~1
120
~250
~500
~250 ~1
000
~200
~200
~400
Profile JointProfile Joint
Profile Joint
Profile Joint
Profile Joint
Profile Joint
Profile Joint
Profile Joint
Profile Joint
Profile Joint
Profile Joint
Profile Joint
Profile Joint
Maßstab Blatt Bl®
Fixed Points
Sliding points
DÜBEL + MONTAGETECHNIK GmbH
70771 Leinfelden-EchterdingenErnst-Mey-Straße 1
Datum NameBearb.Gepr.Norm
BV: Bulevar / Belgrade
Substructure
22 80
+24,00
~300
~120
0~1
200
~300
~300
0
~350
~110
0~3
50~1
800
~325
~875
~300
~150
0
~200
0
Profile Systems
~300
~750
~750
~750
~750
~300
~360
0
~300
~700
~700
~700
~700
~300
~340
0
~300
~120
0~1
200
~300
~300
0
~300
~875
~875
~300
~235
0
~350
~110
0~3
50~1
800
~350
~550
~550
~350
~180
0
~300
~900
~300
~150
0
~260
~600
~260 ~1
120
~250
~500
~250 ~1
000
~200
~200
~400
~300
~750
~750
~750
~750
~300
~360
0
~300
~700
~700
~700
~700
~300
~340
0
~300
~120
0~1
200
~300
~300
0
~300
~875
~875
~300
~235
0
~350
~110
0~3
50~1
800
~350
~550
~550
~350
~180
0
~300
~900
~300
~150
0
~260
~600
~260 ~1
120
~250
~500
~250 ~1
000
~200
~200
~400
5. sprat +16,60
+19,70
+22,80
p.spratProfile Joint
Profile Joint
Profile JointProfile Joint
Profile Joint
Profile Joint
2. sprat
3. sprat
4. sprat
+7,30
+10,40
+13,50
Profile Joint
Profile Joint
P fil J i t
Profile Joint
Profile Joint
P fil J i t
0.00
+4,20
prizemlje
1. spratProfile Joint
Profile Joint
Profile Joint
Profile Joint
Fixed Points
1 2 3
DÜBEL + MONTAGETECHNIK GmbH
Maßstab Blatt Bl®
Sliding points
70771 Leinfelden-EchterdingenErnst-Mey-Straße 1
Datum NameBearb.Gepr.Norm
BV: Bulevar / Belgrade
Substructure
Profile Joint
Profile Joint
Profile JointProfile Joint
Overspanning and window reveal
Overspanning and lintel (front view)
Suspended ceiling
A functional substructure system, a good planning, statical prove and careful fixing prevents facades from „just hanging ...“
… and leads to fine projects:
Villa,BochumBochum
C t F Ed ti S i Centre For Education, Saxonia
Police Central, Duisburg
Art Gallery, Leipzig
Eternit Headquarters, Leimen near Heidelberg
Th k h f tt tiThank you very much for your attention !