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J&P Building Systems Ltd
ISOPRO Balcony Connectors
J&P Parent Partnership Companies
J&P Building Systems is the supply partner in the
UK for our parent companies
ISOPRO
ISOPRO - What is it for?
ISOPRO is the answer to thermal bridging
problems in concrete constructions.
ISOPRO is the thermal break!
What does the problem look like?
What does the problem look like?
Thermal bridges are local component areas in building
envelope with increased heat loss.
Because of increased heat loss there is a lowering of
internal surface temperature.
If these fall below the minimum surface temperature θsi
of 12,6°C , it promotes mould growth.
Definition of thermal bridges
ISOPRO - positive effects
Reduces loss of heat
Saves heating energy
Creates higher surface temperature inside
Adds to a more comfortable residential climate
Reduces building deficiencies
Reduces CO2 emission
Theoretical with
100 % insulation
Isopro
There is no such thing as a thermal break!
The best you can hope for is the minimal disruption of the insulation
All structural systems compromise the insulation to some extent
Balcony connected by continuous concrete
construction – no thermal provision
Temp < 12.6 deg
= risk of mould
Balcony connected to slab
with 100% thermal break
Balcony connected to slab with
ISOPRO – with insulation
Cantilevering balcony Balcony on columns
Tension bars:
Stainless steel - black steel
welded
Shear load bars:
Stainless steel- black steel
welded
Pressure bearing:
Special high-strength
concrete with sliding bearing
Static elements of ISOPRO
ISOPRO Type IPT
bending moment
traction - tension bars
pressure - concrete pressure bearings
Shear load
Shear load - shear load bars
The way ISOPRO works ...
ISOPRO - installed in a building with facing brick
ISOPRO in prefabrication
If there is a requirement for fire
resistance class F-90 then the
ISOPRO elements are equiped
with a fireproofing plate
ISOPRO – fire protection F90
1. Concept of working loads (service loads)
2. Concept of design loads (assumed loads)
3. Concept of failure loads (ultimate loads)
Design concepts
Calculating force
Material
Safety factor 1.0
Safety depends on material
(normaly 50 – 80 %)
Concept of working loads
Calculating force
Material
Safety factor on dead loads 1.35
Safety factor on live loads 1.50
Safety depends on material
(normally 15 %)
Concept of design loads
Calculating force
material
safety factor normally 1.7 – 1.9
safety on material minimal
(normally 5 %)
Concept of failure loads
Dimension of balcony and loads
Example of design
γpermanent = 1.00
γv ariable = 1.00
Safety factors
Forces
Choosen ISOPRO, permissible
loads
Example of design
working loads
Client: Formaco
Project: Presentation
Editor: Björn Wingerter
component balcony corbeling out free
system
F1
lk = 1.80 [m] overhang
q F2 h d = 20.0 [cm] board thickness
d2 = 4.5 [cm] coating
lk1 = 1.92 [m] axis of structural design
lk = 1.80 m h = 1.10 [m] height of balustrade
γpermanent = 1.00
γv ariable = 1.00
loading g1 = dead load = 5.00 [kN/m²]
g2 = coating = 0.99 [kN/m²]
p = live load = 4.00 [kN/m²]
q = area load factored = 9.99 [kN/m²]
F1 = horizontal load = 0.50 [kN/m]
F2 = balustrade 1.00 [kN/m]
F1 = lineload factored = 0.50 [kN/m]
F2 = lineload factored = 1.00 [kN/m]
cuttingforce m = 20.81 [kNm/m]
v = 18.98 [kN/m]
dimensioning
choosing: IP 12/8 B = 20 cm
mRd = 25.0 [kNm/element]
vRd = 29.0 [kN/element]
Calculation has to be proved and released!
date 19/10/2012 static compiled: i.A.
signature
Am Güterbahnhof
D-79771 Klettgau 1
Tel.: 07742 - 92 15
20
TYPECERTIFICATED
Client: Formaco
Project: Presentation
Editor: Björn Wingerter
component balcony corbeling out free
system
F1
lk = 1,80 [m] overhang
q F2 h d = 20,0 [cm] board thickness
d2 = 4,5 [cm] coating
lk1 = 1,92 [m] axis of structural design
lk = 1,80 m h = 1,10 [m] height of balustrade
γpermanent = 1,35
γv ariable = 1,50
loading g1 = dead load = 5,00 [kN/m²]
g2 = coating = 0,99 [kN/m²]
p = live load = 4,00 [kN/m²]
q = area load factored = 14,09 [kN/m²]
F1 = horizontal load = 0,50 [kN/m]
F2 = balustrade 1,00 [kN/m]
F1 = lineload factored = 0,68 [kN/m]
F2 = lineload factored = 1,35 [kN/m]
cuttingforce m = 29,20 [kNm/m]
v = 26,71 [kN/m]
dimensioning
choosing: IP 12/7 B = 20 cm
mRd = 33,7 [kNm/element]
vRd = 41,5 [kN/element]
Calculation has to be proved and released!
date 15.05.2007 static compiled: i.A.
signature
Am Güterbahnhof
D-79771Klettgau 1
Tel.: 07742 - 92 15 20
Fax: 07742 - 92 15 96
TYPECERTIFICATED
γpermanent = 1.35
γv ariable = 1.50
Safety factors
Forces
Choosen ISOPRO, permissible
loads
Example of design
design loads
γpermanent = 1.00
γv ariable = 1.00
Safety factors
Forces
choosen ISOPRO, permissible
loads
working loads design loads
γpermanent = 1.35
γv ariable = 1.50
Safety factors
Forces
choosen ISOPRO, permissible
loads
Example of design
Comparison of calculation
Balkon
WandIso
Var.l
Wall
Balcony
Balkon
WandIso
Var.ll
Wall
Balcony
ISOPRO Var. I
Connecting a balcony to a wall
downward
ISOPRO Var.
IIConnecting a balcony to a wall
upward
ISOPRO - Variations
ISOPRO
Balkon
Decke
WandIso
ISOPRO Var. III
Connecting a balcony
to a ceiling with offset
Connecting a balcony to a
ceiling with a small offset
Balcony
Balcony
Ceiling
Ceiling
ISOPRO - Variations
Balkon
Decke
WandIso
Var.lll
Balkon einspringend
IPTD IPTD
ISOPRO – Type IPTD
ISOPRO – elements for bending moment and shear
Type IPT
Type IP Type IPT corner
Type IPTD
ISOPRO – elements for shear
Type IPQ
Type IPQQ
Type IPQQS
Type IPQS
160-240
Connecting a roof
parapet to a ceiling
ISOPRO – Type IPA
ISOPRO – Type IPF
Connecting a balustrade
to a ceiling
Connecting a console
to a ceiling
Gleitfolie
Stahlbeton-
konsole
Weichfaser-
platte
150-160 60
ISOPRO – Type IPO
Connecting a concrete
beam to a ceiling / wall
ISOPRO – Type IPS
Connecting a wall
element to a wall
ISOPRO – Type IPW
In addition to the numerous
European product quality
approvals of our parent
companies, J&P is locally
committed to the highest
standards of manufacture and
environmental awareness.
 UK CARES
 ISO 9001
 ISO 14001
 Green Achiever
GENERAL
Additional information
In addition to the products we supply J&P Building Systems
have developed an enviable reputation for providing our
customers:
• Design assistance
• Bespoke fabrications
• CPD Seminars
• On-site support
• Technical guidance
GENERAL
Additional information
J&P Building Systems Ltd
Thame Forty Jane Morbey Road
Thame Oxon OX9 3RR
T: +44 (0)1844 215 200 F: +44 (0)1844 263 257
E: enquiries@jandpbuildingsystems.com
W: jandpbuildingsystems.com
GENERAL
- THANK YOU -

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J&P Building Systems Ltd - ISOPRO Balcony Connectors

  • 1. J&P Building Systems Ltd ISOPRO Balcony Connectors
  • 2. J&P Parent Partnership Companies J&P Building Systems is the supply partner in the UK for our parent companies
  • 4. ISOPRO - What is it for? ISOPRO is the answer to thermal bridging problems in concrete constructions. ISOPRO is the thermal break!
  • 5. What does the problem look like?
  • 6. What does the problem look like?
  • 7. Thermal bridges are local component areas in building envelope with increased heat loss. Because of increased heat loss there is a lowering of internal surface temperature. If these fall below the minimum surface temperature θsi of 12,6°C , it promotes mould growth. Definition of thermal bridges
  • 8. ISOPRO - positive effects Reduces loss of heat Saves heating energy Creates higher surface temperature inside Adds to a more comfortable residential climate Reduces building deficiencies Reduces CO2 emission
  • 9. Theoretical with 100 % insulation Isopro
  • 10. There is no such thing as a thermal break! The best you can hope for is the minimal disruption of the insulation All structural systems compromise the insulation to some extent
  • 11. Balcony connected by continuous concrete construction – no thermal provision
  • 12. Temp < 12.6 deg = risk of mould
  • 13. Balcony connected to slab with 100% thermal break
  • 14. Balcony connected to slab with ISOPRO – with insulation
  • 15.
  • 17. Tension bars: Stainless steel - black steel welded Shear load bars: Stainless steel- black steel welded Pressure bearing: Special high-strength concrete with sliding bearing Static elements of ISOPRO
  • 19. bending moment traction - tension bars pressure - concrete pressure bearings Shear load Shear load - shear load bars The way ISOPRO works ...
  • 20. ISOPRO - installed in a building with facing brick
  • 22. If there is a requirement for fire resistance class F-90 then the ISOPRO elements are equiped with a fireproofing plate ISOPRO – fire protection F90
  • 23. 1. Concept of working loads (service loads) 2. Concept of design loads (assumed loads) 3. Concept of failure loads (ultimate loads) Design concepts
  • 24. Calculating force Material Safety factor 1.0 Safety depends on material (normaly 50 – 80 %) Concept of working loads
  • 25. Calculating force Material Safety factor on dead loads 1.35 Safety factor on live loads 1.50 Safety depends on material (normally 15 %) Concept of design loads
  • 26. Calculating force material safety factor normally 1.7 – 1.9 safety on material minimal (normally 5 %) Concept of failure loads
  • 27. Dimension of balcony and loads Example of design
  • 28. γpermanent = 1.00 γv ariable = 1.00 Safety factors Forces Choosen ISOPRO, permissible loads Example of design working loads Client: Formaco Project: Presentation Editor: Björn Wingerter component balcony corbeling out free system F1 lk = 1.80 [m] overhang q F2 h d = 20.0 [cm] board thickness d2 = 4.5 [cm] coating lk1 = 1.92 [m] axis of structural design lk = 1.80 m h = 1.10 [m] height of balustrade γpermanent = 1.00 γv ariable = 1.00 loading g1 = dead load = 5.00 [kN/m²] g2 = coating = 0.99 [kN/m²] p = live load = 4.00 [kN/m²] q = area load factored = 9.99 [kN/m²] F1 = horizontal load = 0.50 [kN/m] F2 = balustrade 1.00 [kN/m] F1 = lineload factored = 0.50 [kN/m] F2 = lineload factored = 1.00 [kN/m] cuttingforce m = 20.81 [kNm/m] v = 18.98 [kN/m] dimensioning choosing: IP 12/8 B = 20 cm mRd = 25.0 [kNm/element] vRd = 29.0 [kN/element] Calculation has to be proved and released! date 19/10/2012 static compiled: i.A. signature Am Güterbahnhof D-79771 Klettgau 1 Tel.: 07742 - 92 15 20 TYPECERTIFICATED
  • 29. Client: Formaco Project: Presentation Editor: Björn Wingerter component balcony corbeling out free system F1 lk = 1,80 [m] overhang q F2 h d = 20,0 [cm] board thickness d2 = 4,5 [cm] coating lk1 = 1,92 [m] axis of structural design lk = 1,80 m h = 1,10 [m] height of balustrade γpermanent = 1,35 γv ariable = 1,50 loading g1 = dead load = 5,00 [kN/m²] g2 = coating = 0,99 [kN/m²] p = live load = 4,00 [kN/m²] q = area load factored = 14,09 [kN/m²] F1 = horizontal load = 0,50 [kN/m] F2 = balustrade 1,00 [kN/m] F1 = lineload factored = 0,68 [kN/m] F2 = lineload factored = 1,35 [kN/m] cuttingforce m = 29,20 [kNm/m] v = 26,71 [kN/m] dimensioning choosing: IP 12/7 B = 20 cm mRd = 33,7 [kNm/element] vRd = 41,5 [kN/element] Calculation has to be proved and released! date 15.05.2007 static compiled: i.A. signature Am Güterbahnhof D-79771Klettgau 1 Tel.: 07742 - 92 15 20 Fax: 07742 - 92 15 96 TYPECERTIFICATED γpermanent = 1.35 γv ariable = 1.50 Safety factors Forces Choosen ISOPRO, permissible loads Example of design design loads
  • 30. γpermanent = 1.00 γv ariable = 1.00 Safety factors Forces choosen ISOPRO, permissible loads working loads design loads γpermanent = 1.35 γv ariable = 1.50 Safety factors Forces choosen ISOPRO, permissible loads Example of design Comparison of calculation
  • 31. Balkon WandIso Var.l Wall Balcony Balkon WandIso Var.ll Wall Balcony ISOPRO Var. I Connecting a balcony to a wall downward ISOPRO Var. IIConnecting a balcony to a wall upward ISOPRO - Variations
  • 32. ISOPRO Balkon Decke WandIso ISOPRO Var. III Connecting a balcony to a ceiling with offset Connecting a balcony to a ceiling with a small offset Balcony Balcony Ceiling Ceiling ISOPRO - Variations Balkon Decke WandIso Var.lll
  • 34. ISOPRO – elements for bending moment and shear Type IPT Type IP Type IPT corner Type IPTD
  • 35. ISOPRO – elements for shear Type IPQ Type IPQQ Type IPQQS Type IPQS
  • 36. 160-240 Connecting a roof parapet to a ceiling ISOPRO – Type IPA
  • 37. ISOPRO – Type IPF Connecting a balustrade to a ceiling
  • 38. Connecting a console to a ceiling Gleitfolie Stahlbeton- konsole Weichfaser- platte 150-160 60 ISOPRO – Type IPO
  • 39. Connecting a concrete beam to a ceiling / wall ISOPRO – Type IPS
  • 40. Connecting a wall element to a wall ISOPRO – Type IPW
  • 41.
  • 42. In addition to the numerous European product quality approvals of our parent companies, J&P is locally committed to the highest standards of manufacture and environmental awareness.  UK CARES  ISO 9001  ISO 14001  Green Achiever GENERAL Additional information
  • 43. In addition to the products we supply J&P Building Systems have developed an enviable reputation for providing our customers: • Design assistance • Bespoke fabrications • CPD Seminars • On-site support • Technical guidance GENERAL Additional information
  • 44. J&P Building Systems Ltd Thame Forty Jane Morbey Road Thame Oxon OX9 3RR T: +44 (0)1844 215 200 F: +44 (0)1844 263 257 E: enquiries@jandpbuildingsystems.com W: jandpbuildingsystems.com GENERAL