Booosting 3x duet the making of... bouwbeurs mx 6febr13
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Transcript of Booosting 3x duet the making of... bouwbeurs mx 6febr13
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booosting PLATFORM VOOR KOPLOPERS IN BOUWINNOVATIE
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programDuet 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 Utrechting. Jan van der Windt - Zonneveld ingenieursReinoud van der Kroon - Holland Composites Industrials
Duet 3 The making of…thermisch isolerend ultra-lichtbetoning. Hans Köhne - Cement&BetonCentrum & dr Qingliang Yu - TU Eindhoven Bouwkunde (english)
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25 jaarbooosting
donderdag 10 oktober 2013
o Manifest
o Boek
o Feest
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ontwerpen ontwikkelen onderzoeken
oinnoveren osamenwerken orealiseren
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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
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ir. Barbara van Gelder & dr.ing. Marcel Bilow
SUPER SLENDER GLASS
FAÇADES OF INHOLLAND
POLYTECHNIC, DELFT
Building Prototypes in practice and education
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Materialien
Material, Construction, Engineering, Experiment
Bucky Lab, from concept to prototype
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prototypes
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Buckminster Fuller – „Bucky“
Buckminster Fuller – “Bucky”
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from product design to architecture
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Montreal Biosphere, 1967
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Bucky Domes - first geodesic domes
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Paperdome, Utrecht 2004, Shigeru Ban / Octatube
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mobile workshop
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layered cardboard node
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SCOLP Dome – Bram Teeuwen, Patricia Knaap
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Folded Dome – Pedro Calle, Dennis Ijsselstein
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Façade prototypes of the Bucky Lab
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“Whatever you can imagine, you can also build !”
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The super slender glass façades of INHolland. An experimental façade. Architect: Rijk Rietveld, New York.
INHolland has a composite laboratory (from ship building and aeronautics). How to use a maximum of composites in architecture?
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Sketches of initial experimental research phase 2005-2008.
How to make a thin/slender façade with maximum composites, carbon fiber stiffening of glass plane?
External stabilization with aramid cables.
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Sketches of initial experimental research phase 2005-2008.
Another type of stiffening:
Result would not have desired abstract view.
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At the end of the research phase: Principle of glass connection by pre-stressed aramid cables in carbon fiber tubes.
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Initial ideas of feeling the pre-stressed cable through tubes in the inter space. These ideas were partly conflicting and aimed very high.
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The making of the first prototype of glass panels in the research phase, 2008. All edge profiles in carbon fiber.
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Installation of the prototype façade mock-up in Octatube’s factory, 2008.
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Final mock-up mid 2008 with aramid pre-stressed cables through carbon fiber epoxy tubes and sealed with silicone.
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Perspective view as originally desired by architect Rijk Rietveld from New York (with randomized panels): required internal cables.
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System of prestressed cables
Consequences from pre-stressing for the main steel structure. Consequences of the insulated façade system of INHolland, Delft.
Details
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A later view with vertical rows of panels as advised by Octatube aramid cables for wind, deadweight suspenders in the seams.
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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.
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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.
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Completion of the two main façades in August 2009.
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Interior view of the two cable stayed facades.
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Details of the aramid cables in the 2 main facades with separate cables.
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Details corner and rubber corner detail.
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Details of the 3rd and smallest façade in original detailing. After 3 years no erosion or delamination.
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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.
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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.
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duet2
o The making of…de composietgevel Muziekpaleis Utrecht
o ing. Jan van der Windt - Zonneveld ingenieurso Reinoud van der Kroon - Holland Composites Industrials
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Bouwbeurs 2013 Muziekpaleis6 februari 2013
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Zonneveld ingenieurs Muziekpaleis6 februari 2013
Bestaand Muziekcentrum Vredenburg
Na gedeeltelijke sloop Verticale transportelementen
Entreestraat en muziekplein op niveau 4 nieuwe zalen Alle zalen onder één “kap”
Bouwkundige Transformatie
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Bouwbeurs 2013 Muziekpaleis6 februari 2013
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Bouwbeurs 2013 Muziekpaleis6 februari 2013
Stacking of Halls Vredenburg Utrecht: public area
Foyer als akoestische scheiding en verbindende ruimte tussen de zalen
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Bouwbeurs 2013 Muziekpaleis6 februari 2013
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Bouwbeurs 2013 Muziekpaleis6 februari 2013
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Bouwbeurs 2013 Muziekpaleis6 februari 2013
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Bouwbeurs 2013 Muziekpaleis6 februari 2013
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Bouwbeurs 2013 Muziekpaleis6 februari 2013
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Bouwbeurs 2013 Muziekpaleis6 februari 2013
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Bouwbeurs 2013 Muziekpaleis6 februari 2013
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Bouwbeurs 2013 Muziekpaleis6 februari 2013
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Bouwbeurs 2013 Muziekpaleis6 februari 2013
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Bouwbeurs 2013 Muziekpaleis6 februari 2013
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Bouwbeurs 2013 Muziekpaleis6 februari 2013
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Verplaatsingen tijdens de bouw door kamermuziekzaal
-17+ 41= 24 mm
Bouwbeurs 2013 Muziekpaleis6 februari 2013
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Bouwbeurs 2013 Muziekpaleis6 februari 2013
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Bouwbeurs 2013 Muziekpaleis6 februari 2013
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Bouwbeurs 2013 Muziekpaleis6 februari 2013
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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 .
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MUZIEKCENTRUM VREDENBURG UTRECHT
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duet3
o The making of… thermisch isolerend ultra-lichtbeton
o ing. Hans Köhne - Cement&BetonCentrum o dr Qingliang Yu - TU Eindhoven Bouwkunde
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Thermisch isolerendultra-lichtbeton
Booosting, 06 februari 2013
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04/10/2023Pag 87
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04/10/2023Pag 88
Meuli House, Fläsch, 2001Bearth & Deplazes
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04/10/2023Pag 89
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04/10/2023Pag 90
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Gartmann House, Chur, 2004Patrick Gartmann
04/10/2023Pag 91
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04/10/2023Pag 92
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Urban Villa, Berlin, 2007C.Bonnen & M.Schlaich
04/10/2023Pag 93
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04/10/2023Pag 94
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Monolith, Heerbrugg, 2012emotion - Immobilien
04/10/2023Pag 95
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H36, Stuttgart, 2012Matthias Bauer, MBA/S
04/10/2023Pag 96
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04/10/2023Pag 97
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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
04/10/2023Pag 98
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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
04/10/2023Pag 99
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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 PAGE 10010-04-2023
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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 PAGE 10110-04-2023
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Results analysis
Workability
/ Department of the Built Environment PAGE 10210-04-2023
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Results analysis
Concrete matrix
- lightweight aggregates distribution
/ Department of the Built Environment PAGE 10310-04-2023
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Results analysis
Cement content
/ Department of the Built Environment PAGE 10410-04-2023
450 400 3500
4
8
12
16
7-day
28-day
Cement (CEM II/B-V 42.5 N) content (kg/m3)
Co
mp
ress
ive
stre
ng
th (
MP
a)
450 400 3500.00
0.05
0.10
0.15
0.20
7-day
28-day
Cement (CEM II/B-V 42.5 N) content (kg/m3)
Th
erm
al c
on
du
ctiv
ity
(W/(
mK
))
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Results analysis
Water permeability
/ Department of the Built Environment PAGE 10510-04-2023
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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 PAGE 10610-04-2023
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De volgende fasen
Onderzoeksvragen- Architectuur / bouwkunde / constructie- Bouwfysica / installatie- Duurzaam bouwen- Productie / uitvoering / economie
Partners – expertise / financiering
04/10/2023Pag 107
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tot ziens
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25 jaarbooosting
donderdag 10 oktober 2013
o Manifest
o Boek
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