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PLATFORM VOOR KOPLOPERS IN BOUWINNOVATIE
program
Duet 1
The making of…de dunste glasgevel Hogeschool INHolland Delft
ir Barbara van Gelder - Octatube Space Structures
& dr dipl. ing. Marcel Bilow - TU Delft Bouwkunde

Duet 2
The making of…de composietgevel Muziekpaleis Utrecht
ing. Jan van der Windt - Zonneveld ingenieurs
Reinoud van der Kroon - Holland Composites Industrials

Duet 3
The making of…thermisch isolerend ultra-lichtbeton
ing. Hans Köhne - Cement&BetonCentrum
& dr Qingliang Yu - TU Eindhoven Bouwkunde (english)
25 jaar
booosting
o Manifest

o Boek

o Feest      donderdag 10 oktober 2013
ontwerpen ontwikkelen   onderzoeken

oinnoveren osamenwerken orealiseren
duet1
o The making of…de dunste glasgevel
  Hogeschool INHolland Delft

o ir Barbara van Gelder - Octatube Space Structures
o dr ing. Marcel Bilow - TU Delft Bouwkunde
SUPER SLENDER GLASS
      FAÇADES OF INHOLLAND
          POLYTECHNIC, DELFT


  Building Prototypes in practice and education


ir. Barbara van Gelder   &         dr.ing. Marcel Bilow
Material, Construction,
  Engineering, Experiment
Materialien




Bucky Lab, from concept to prototype
prototypes
Buckminster Fuller – „Bucky“




Buckminster Fuller – “Bucky”
from product design to architecture
Montreal Biosphere, 1967
Bucky Domes - first geodesic domes
Paperdome, Utrecht 2004, Shigeru Ban / Octatube
mobile workshop
layered cardboard node
SCOLP Dome – Bram Teeuwen, Patricia Knaap
Folded Dome – Pedro Calle, Dennis Ijsselstein
Façade prototypes of the Bucky Lab
“Whatever you can imagine, you can also build !”
INHolland has a composite laboratory (from ship
  building and aeronautics). How to use a maximum of
  composites in architecture?

The super slender glass façades of INHolland. An experimental façade.
Architect: Rijk Rietveld, New York.
How to make a thin/slender façade with maximum composites, carbon
                       fiber stiffening of glass plane?




   External stabilization with aramid
   cables.




Sketches of initial experimental research phase 2005-2008.
Another type of stiffening:




                   Result would not have desired abstract view.

Sketches of initial experimental research phase 2005-2008.
At the end of the research phase: Principle of glass connection by
pre-stressed aramid cables in carbon fiber tubes.
Initial ideas of feeling the pre-stressed cable through tubes in the inter
space. These ideas were partly conflicting and aimed very high.
The making of the first prototype of glass panels in the research phase,
2008. All edge profiles in carbon fiber.
Installation of the prototype façade mock-up in Octatube’s factory, 2008.
Final mock-up mid 2008 with aramid pre-stressed cables through carbon
fiber epoxy tubes and sealed with silicone.
Perspective view as originally desired by architect Rijk Rietveld from
New York (with randomized panels): required internal cables.
System of prestressed
   cables




                                              Details




Consequences from pre-stressing for the main steel structure.
Consequences of the insulated façade system of INHolland, Delft.
A later view with vertical rows of panels as advised by Octatube aramid
cables for wind, deadweight suspenders in the seams.
AGC refused normal guarantee.
In a dramatic change we realized that
emotional and experimental innovation can
be done in a short time of weeks or months;
legal innovation with certification and
company guarantee requires years.
We were one to two years short between
technical innovation and legal guaranteed
innovation.
Mid May 2009 the wind loaded aramid cable is positioned outside of the air
cavity of the insulated glass panels. One large innovation remains a dream.
Completion of the two main façades in August 2009.
Interior view of the two cable stayed facades.
Details of the aramid cables in the 2 main facades with separate cables.
Details corner and rubber corner detail.
Details of the 3rd and smallest façade in original detailing. After 3 years
no erosion or delamination.
This minimal and extremely slender façade
system is being developed further in the
meantime with steel cables and metal
frames, to be ready for the next challenge.
Difficulty of non compliancy carbon
fiber/silicone is emitted.
Lesson learned:
Always experiment prior to or parallel to a
real project. Otherwise the project will be
retarded or frustrated.
The better way for innovation is step-by-
step, with group oriented persistence and
innovation planning.
duet2
o The making of…de composietgevel
  Muziekpaleis Utrecht

o ing. Jan van der Windt - Zonneveld ingenieurs
o Reinoud van der Kroon - Holland Composites Industrials
Bouwbeurs 2013 Muziekpaleis
                   6 februari 2013
Zonneveld ingenieurs Muziekpaleis
   Bouwkundige Transformatie                                                      6 februari 2013




Bestaand Muziekcentrum Vredenburg       Na gedeeltelijke sloop   Verticale transportelementen




Entreestraat en muziekplein op niveau      4 nieuwe zalen          Alle zalen onder één “kap”
Bouwbeurs 2013 Muziekpaleis
                   6 februari 2013
Bouwbeurs 2013 Muziekpaleis
Foyer als akoestische scheiding en                               6 februari 2013
verbindende ruimte tussen de zalen




          Stacking of Halls            Vredenburg Utrecht: public area
Bouwbeurs 2013 Muziekpaleis
                  6 februari 2013
Bouwbeurs 2013 Muziekpaleis
                  6 februari 2013
Bouwbeurs 2013 Muziekpaleis
                  6 februari 2013
Bouwbeurs 2013 Muziekpaleis
                  6 februari 2013
Bouwbeurs 2013 Muziekpaleis
                  6 februari 2013
Bouwbeurs 2013 Muziekpaleis
                  6 februari 2013
Bouwbeurs 2013 Muziekpaleis
                  6 februari 2013
Bouwbeurs 2013 Muziekpaleis
                  6 februari 2013
Bouwbeurs 2013 Muziekpaleis
                  6 februari 2013
Bouwbeurs 2013 Muziekpaleis
                  6 februari 2013
Bouwbeurs 2013 Muziekpaleis
                   6 februari 2013
Bouwbeurs 2013 Muziekpaleis
                                            6 februari 2013

Verplaatsingen tijdens de bouw door kamermuziekzaal




                                 -17+ 41= 24 mm
Bouwbeurs 2013 Muziekpaleis
                   6 februari 2013
Bouwbeurs 2013 Muziekpaleis
                   6 februari 2013
Bouwbeurs 2013 Muziekpaleis
                   6 februari 2013
Het tot stand komen van de composiet
Muziekpaleis gevels door intensief overleg met de
architecten van Hertzberger Amsterdam en
Zonneveld ingenieurs.

De volledige element gevels op de Oost- en
Westzijde.

De Raficlad composiet bekleding van de
Kamermuziekzaal .
MUZIEKCENTRUM VREDENBURG UTRECHT
duet3
o The making of…
  thermisch isolerend ultra-lichtbeton

o ing. Hans Köhne - Cement&BetonCentrum
o dr Qingliang Yu - TU Eindhoven Bouwkunde
Thermisch isolerend
                      ultra-lichtbeton




Booosting, 06 februari 2013
Pag 87   2/7/2013
Meuli House, Fläsch, 2001
 Bearth & Deplazes




Pag 88   2/7/2013
Pag 89   2/7/2013
Pag 90   2/7/2013
Gartmann House, Chur, 2004
 Patrick Gartmann




Pag 91   2/7/2013
Pag 92   2/7/2013
Urban Villa, Berlin, 2007
 C.Bonnen & M.Schlaich




Pag 93   2/7/2013
Pag 94   2/7/2013
Monolith, Heerbrugg, 2012
 emotion - Immobilien




Pag 95   2/7/2013
H36, Stuttgart, 2012
 Matthias Bauer, MBA/S




Pag 96   2/7/2013
Pag 97   2/7/2013
NL researchproject door TU/e
 CRH Sustainable Concrete Centre
 Cement&BetonCentrum
 Lias Benelux
 met steun van m2i


 TU/e: prof.dr.ir.J.Brouwers
 Dr. Q.Yu – P.Spiesz


Pag 98   2/7/2013
Onderzoeksdoelstelling
 Materiaalconcept vaststellen met optimale
  combinatie van constructieve sterkte en
  thermische isolatie, voor realisatie van
  monoliete gevels
 Druksterkte: hoger dan 8 N/mm2
 Thermische geleidingscoëfficiënt:
 Lambda kleiner of gelijk 0,17 W/mK



Pag 99   2/7/2013
Introduction

 Research target

     -- Design & development of ultra lightweight concrete

 Research objective

     -- Compressive strength: ~ 8.0 MPa;

     -- Thermal conductivity: ~ 0.17 W/(mK)

In overall: to design a more sustainable, more cost
     effective, stronger; lower thermal conductivity; more
     durable LWAC.

/ Department of the Built Environment   7-2-2013   PAGE 100
Mix design

 Mix design concept:
  Target: dry density lower than 800 kg/m3.
  Materials
    • Binder (cement); Aggregates (lightweight); Fillers; Additives; Water.
  Water demand – density/thermal property/mechanical property




  / Department of the Built Environment   7-2-2013   PAGE 101
Results analysis

 Workability




/ Department of the Built Environment   7-2-2013   PAGE 102
Results analysis

  Concrete matrix
   - lightweight aggregates distribution




/ Department of the Built Environment   7-2-2013   PAGE 103
Results analysis

                               Cement content

                               16                                                                                          0.20
                                                                                7-day                                                                               7-day
Compressive strength (MPa)




                                                                                           Thermal conductivity (W/(mK))
                                                                                28-day                                                                              28-day
                               12                                                                                          0.15



                                8                                                                                          0.10



                                4                                                                                          0.05



                                0                                                                                          0.00
                                           450                400           350                                                      450             400             350

                                       Cement (CEM II/B-V 42.5 N) content (kg/m3)                                                 Cement (CEM II/B-V 42.5 N) content (kg/m3)




                             / Department of the Built Environment   7-2-2013   PAGE 104
Results analysis

  Water permeability




/ Department of the Built Environment   7-2-2013   PAGE 105
Summary

  An ultra lightweight aggregates concrete with a dry density of about
  630-700 kg/m3 is developed;
  The developed LWAC shows good workability; and all the used
  lightweight aggregates are homogeneously distributed in the
  hardened concrete matrix;
  The developed LWAC has a 28-day compressive strength higher
   than 10 N/mm2, and a thermal conductivity of about 0.12 W/(mK);
  The developed LWAC has excellent durability, in terms of water
  permeability;
  The developed LWAC possesses the best performance, compared
  to the published literature data.




/ Department of the Built Environment   7-2-2013   PAGE 106
De volgende fasen
 Onderzoeksvragen
 -    Architectuur / bouwkunde / constructie
 -    Bouwfysica / installatie
 -    Duurzaam bouwen
 -    Productie / uitvoering / economie


 Partners – expertise / financiering



Pag   2/7/2013
107
tot ziens
25 jaar
booosting
o Manifest

o Boek

o Feest      donderdag 10 oktober 2013

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Booosting 3x duet the making of... bouwbeurs mx 6febr13

  • 2. program Duet 1 The making of…de dunste glasgevel Hogeschool INHolland Delft ir Barbara van Gelder - Octatube Space Structures & dr dipl. ing. Marcel Bilow - TU Delft Bouwkunde Duet 2 The making of…de composietgevel Muziekpaleis Utrecht ing. Jan van der Windt - Zonneveld ingenieurs Reinoud van der Kroon - Holland Composites Industrials Duet 3 The making of…thermisch isolerend ultra-lichtbeton ing. Hans Köhne - Cement&BetonCentrum & dr Qingliang Yu - TU Eindhoven Bouwkunde (english)
  • 3. 25 jaar booosting o Manifest o Boek o Feest donderdag 10 oktober 2013
  • 4. ontwerpen ontwikkelen onderzoeken oinnoveren osamenwerken orealiseren
  • 5. duet1 o The making of…de dunste glasgevel Hogeschool INHolland Delft o ir Barbara van Gelder - Octatube Space Structures o dr ing. Marcel Bilow - TU Delft Bouwkunde
  • 6.
  • 7. SUPER SLENDER GLASS FAÇADES OF INHOLLAND POLYTECHNIC, DELFT Building Prototypes in practice and education ir. Barbara van Gelder & dr.ing. Marcel Bilow
  • 8. Material, Construction, Engineering, Experiment Materialien Bucky Lab, from concept to prototype
  • 10. Buckminster Fuller – „Bucky“ Buckminster Fuller – “Bucky”
  • 11. from product design to architecture
  • 13. Bucky Domes - first geodesic domes
  • 14. Paperdome, Utrecht 2004, Shigeru Ban / Octatube
  • 17. SCOLP Dome – Bram Teeuwen, Patricia Knaap
  • 18. Folded Dome – Pedro Calle, Dennis Ijsselstein
  • 19. Façade prototypes of the Bucky Lab
  • 20. “Whatever you can imagine, you can also build !”
  • 21. INHolland has a composite laboratory (from ship building and aeronautics). How to use a maximum of composites in architecture? The super slender glass façades of INHolland. An experimental façade. Architect: Rijk Rietveld, New York.
  • 22. How to make a thin/slender façade with maximum composites, carbon fiber stiffening of glass plane? External stabilization with aramid cables. Sketches of initial experimental research phase 2005-2008.
  • 23. Another type of stiffening: Result would not have desired abstract view. Sketches of initial experimental research phase 2005-2008.
  • 24. At the end of the research phase: Principle of glass connection by pre-stressed aramid cables in carbon fiber tubes.
  • 25. Initial ideas of feeling the pre-stressed cable through tubes in the inter space. These ideas were partly conflicting and aimed very high.
  • 26. The making of the first prototype of glass panels in the research phase, 2008. All edge profiles in carbon fiber.
  • 27. Installation of the prototype façade mock-up in Octatube’s factory, 2008.
  • 28. Final mock-up mid 2008 with aramid pre-stressed cables through carbon fiber epoxy tubes and sealed with silicone.
  • 29. Perspective view as originally desired by architect Rijk Rietveld from New York (with randomized panels): required internal cables.
  • 30. System of prestressed cables Details Consequences from pre-stressing for the main steel structure. Consequences of the insulated façade system of INHolland, Delft.
  • 31. A later view with vertical rows of panels as advised by Octatube aramid cables for wind, deadweight suspenders in the seams.
  • 32. AGC refused normal guarantee. In a dramatic change we realized that emotional and experimental innovation can be done in a short time of weeks or months; legal innovation with certification and company guarantee requires years. We were one to two years short between technical innovation and legal guaranteed innovation.
  • 33. Mid May 2009 the wind loaded aramid cable is positioned outside of the air cavity of the insulated glass panels. One large innovation remains a dream.
  • 34. Completion of the two main façades in August 2009.
  • 35. Interior view of the two cable stayed facades.
  • 36. Details of the aramid cables in the 2 main facades with separate cables.
  • 37. Details corner and rubber corner detail.
  • 38. Details of the 3rd and smallest façade in original detailing. After 3 years no erosion or delamination.
  • 39. This minimal and extremely slender façade system is being developed further in the meantime with steel cables and metal frames, to be ready for the next challenge. Difficulty of non compliancy carbon fiber/silicone is emitted.
  • 40. Lesson learned: Always experiment prior to or parallel to a real project. Otherwise the project will be retarded or frustrated. The better way for innovation is step-by- step, with group oriented persistence and innovation planning.
  • 41. duet2 o The making of…de composietgevel Muziekpaleis Utrecht o ing. Jan van der Windt - Zonneveld ingenieurs o Reinoud van der Kroon - Holland Composites Industrials
  • 42. Bouwbeurs 2013 Muziekpaleis 6 februari 2013
  • 43. Zonneveld ingenieurs Muziekpaleis Bouwkundige Transformatie 6 februari 2013 Bestaand Muziekcentrum Vredenburg Na gedeeltelijke sloop Verticale transportelementen Entreestraat en muziekplein op niveau 4 nieuwe zalen Alle zalen onder één “kap”
  • 44. Bouwbeurs 2013 Muziekpaleis 6 februari 2013
  • 45. Bouwbeurs 2013 Muziekpaleis Foyer als akoestische scheiding en 6 februari 2013 verbindende ruimte tussen de zalen Stacking of Halls Vredenburg Utrecht: public area
  • 46. Bouwbeurs 2013 Muziekpaleis 6 februari 2013
  • 47. Bouwbeurs 2013 Muziekpaleis 6 februari 2013
  • 48. Bouwbeurs 2013 Muziekpaleis 6 februari 2013
  • 49. Bouwbeurs 2013 Muziekpaleis 6 februari 2013
  • 50. Bouwbeurs 2013 Muziekpaleis 6 februari 2013
  • 51. Bouwbeurs 2013 Muziekpaleis 6 februari 2013
  • 52. Bouwbeurs 2013 Muziekpaleis 6 februari 2013
  • 53. Bouwbeurs 2013 Muziekpaleis 6 februari 2013
  • 54. Bouwbeurs 2013 Muziekpaleis 6 februari 2013
  • 55. Bouwbeurs 2013 Muziekpaleis 6 februari 2013
  • 56. Bouwbeurs 2013 Muziekpaleis 6 februari 2013
  • 57. Bouwbeurs 2013 Muziekpaleis 6 februari 2013 Verplaatsingen tijdens de bouw door kamermuziekzaal -17+ 41= 24 mm
  • 58. Bouwbeurs 2013 Muziekpaleis 6 februari 2013
  • 59. Bouwbeurs 2013 Muziekpaleis 6 februari 2013
  • 60. Bouwbeurs 2013 Muziekpaleis 6 februari 2013
  • 61.
  • 62. Het tot stand komen van de composiet Muziekpaleis gevels door intensief overleg met de architecten van Hertzberger Amsterdam en Zonneveld ingenieurs. De volledige element gevels op de Oost- en Westzijde. De Raficlad composiet bekleding van de Kamermuziekzaal .
  • 64.
  • 65.
  • 66.
  • 67.
  • 68.
  • 69.
  • 70.
  • 71.
  • 72.
  • 73.
  • 74.
  • 75.
  • 76.
  • 77.
  • 78.
  • 79.
  • 80.
  • 81.
  • 82.
  • 83.
  • 84.
  • 85. duet3 o The making of… thermisch isolerend ultra-lichtbeton o ing. Hans Köhne - Cement&BetonCentrum o dr Qingliang Yu - TU Eindhoven Bouwkunde
  • 86. Thermisch isolerend ultra-lichtbeton Booosting, 06 februari 2013
  • 87. Pag 87 2/7/2013
  • 88. Meuli House, Fläsch, 2001 Bearth & Deplazes Pag 88 2/7/2013
  • 89. Pag 89 2/7/2013
  • 90. Pag 90 2/7/2013
  • 91. Gartmann House, Chur, 2004 Patrick Gartmann Pag 91 2/7/2013
  • 92. Pag 92 2/7/2013
  • 93. Urban Villa, Berlin, 2007 C.Bonnen & M.Schlaich Pag 93 2/7/2013
  • 94. Pag 94 2/7/2013
  • 95. Monolith, Heerbrugg, 2012 emotion - Immobilien Pag 95 2/7/2013
  • 96. H36, Stuttgart, 2012 Matthias Bauer, MBA/S Pag 96 2/7/2013
  • 97. Pag 97 2/7/2013
  • 98. NL researchproject door TU/e CRH Sustainable Concrete Centre Cement&BetonCentrum Lias Benelux met steun van m2i TU/e: prof.dr.ir.J.Brouwers Dr. Q.Yu – P.Spiesz Pag 98 2/7/2013
  • 99. Onderzoeksdoelstelling Materiaalconcept vaststellen met optimale combinatie van constructieve sterkte en thermische isolatie, voor realisatie van monoliete gevels Druksterkte: hoger dan 8 N/mm2 Thermische geleidingscoëfficiënt: Lambda kleiner of gelijk 0,17 W/mK Pag 99 2/7/2013
  • 100. Introduction  Research target -- Design & development of ultra lightweight concrete  Research objective -- Compressive strength: ~ 8.0 MPa; -- Thermal conductivity: ~ 0.17 W/(mK) In overall: to design a more sustainable, more cost effective, stronger; lower thermal conductivity; more durable LWAC. / Department of the Built Environment 7-2-2013 PAGE 100
  • 101. Mix design  Mix design concept:  Target: dry density lower than 800 kg/m3.  Materials • Binder (cement); Aggregates (lightweight); Fillers; Additives; Water.  Water demand – density/thermal property/mechanical property / Department of the Built Environment 7-2-2013 PAGE 101
  • 102. Results analysis  Workability / Department of the Built Environment 7-2-2013 PAGE 102
  • 103. Results analysis  Concrete matrix - lightweight aggregates distribution / Department of the Built Environment 7-2-2013 PAGE 103
  • 104. Results analysis  Cement content 16 0.20 7-day 7-day Compressive strength (MPa) Thermal conductivity (W/(mK)) 28-day 28-day 12 0.15 8 0.10 4 0.05 0 0.00 450 400 350 450 400 350 Cement (CEM II/B-V 42.5 N) content (kg/m3) Cement (CEM II/B-V 42.5 N) content (kg/m3) / Department of the Built Environment 7-2-2013 PAGE 104
  • 105. Results analysis  Water permeability / Department of the Built Environment 7-2-2013 PAGE 105
  • 106. Summary  An ultra lightweight aggregates concrete with a dry density of about 630-700 kg/m3 is developed;  The developed LWAC shows good workability; and all the used lightweight aggregates are homogeneously distributed in the hardened concrete matrix;  The developed LWAC has a 28-day compressive strength higher than 10 N/mm2, and a thermal conductivity of about 0.12 W/(mK);  The developed LWAC has excellent durability, in terms of water permeability;  The developed LWAC possesses the best performance, compared to the published literature data. / Department of the Built Environment 7-2-2013 PAGE 106
  • 107. De volgende fasen Onderzoeksvragen - Architectuur / bouwkunde / constructie - Bouwfysica / installatie - Duurzaam bouwen - Productie / uitvoering / economie Partners – expertise / financiering Pag 2/7/2013 107
  • 108.
  • 110. 25 jaar booosting o Manifest o Boek o Feest donderdag 10 oktober 2013