booosting PLATFORM VOOR KOPLOPERS IN BOUWINNOVATIE

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)

25 jaarbooosting

donderdag 10 oktober 2013

o Manifest

o Boek

o Feest

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

ir. Barbara van Gelder & dr.ing. Marcel Bilow

SUPER SLENDER GLASS

FAÇADES OF INHOLLAND

POLYTECHNIC, DELFT

Building Prototypes in practice and education

Materialien

Material, Construction, Engineering, Experiment

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 !”

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?

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.

Sketches of initial experimental research phase 2005-2008.

Another type of stiffening:

Result would not have desired abstract view.

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

Consequences from pre-stressing for the main steel structure. Consequences of the insulated façade system of INHolland, Delft.

Details

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 ingenieurso Reinoud van der Kroon - Holland Composites Industrials

Bouwbeurs 2013 Muziekpaleis6 februari 2013

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

Bouwbeurs 2013 Muziekpaleis6 februari 2013

Bouwbeurs 2013 Muziekpaleis6 februari 2013

Stacking of Halls Vredenburg Utrecht: public area

Foyer als akoestische scheiding en verbindende ruimte tussen de zalen

Bouwbeurs 2013 Muziekpaleis6 februari 2013

Bouwbeurs 2013 Muziekpaleis6 februari 2013

Bouwbeurs 2013 Muziekpaleis6 februari 2013

Bouwbeurs 2013 Muziekpaleis6 februari 2013

Bouwbeurs 2013 Muziekpaleis6 februari 2013

Bouwbeurs 2013 Muziekpaleis6 februari 2013

Bouwbeurs 2013 Muziekpaleis6 februari 2013

Bouwbeurs 2013 Muziekpaleis6 februari 2013

Bouwbeurs 2013 Muziekpaleis6 februari 2013

Bouwbeurs 2013 Muziekpaleis6 februari 2013

Bouwbeurs 2013 Muziekpaleis6 februari 2013

Verplaatsingen tijdens de bouw door kamermuziekzaal

-17+ 41= 24 mm

Bouwbeurs 2013 Muziekpaleis6 februari 2013

Bouwbeurs 2013 Muziekpaleis6 februari 2013

Bouwbeurs 2013 Muziekpaleis6 februari 2013

Bouwbeurs 2013 Muziekpaleis6 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 isolerendultra-lichtbeton

Booosting, 06 februari 2013

04/10/2023Pag 87

04/10/2023Pag 88

Meuli House, Fläsch, 2001Bearth & Deplazes

04/10/2023Pag 89

04/10/2023Pag 90

Gartmann House, Chur, 2004Patrick Gartmann

04/10/2023Pag 91

04/10/2023Pag 92

Urban Villa, Berlin, 2007C.Bonnen & M.Schlaich

04/10/2023Pag 93

04/10/2023Pag 94

Monolith, Heerbrugg, 2012emotion - Immobilien

04/10/2023Pag 95

H36, Stuttgart, 2012Matthias Bauer, MBA/S

04/10/2023Pag 96

04/10/2023Pag 97

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

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

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

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

Results analysis

Workability

/ Department of the Built Environment PAGE 10210-04-2023

Results analysis

Concrete matrix

- lightweight aggregates distribution

/ Department of the Built Environment PAGE 10310-04-2023

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

))

Results analysis

Water permeability

/ Department of the Built Environment PAGE 10510-04-2023

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

De volgende fasen

Onderzoeksvragen- Architectuur / bouwkunde / constructie- Bouwfysica / installatie- Duurzaam bouwen- Productie / uitvoering / economie

Partners – expertise / financiering

04/10/2023Pag 107

tot ziens

25 jaarbooosting

donderdag 10 oktober 2013

o Manifest

o Boek

o Feest