b&i2013 donderdag 14.15_zaal_c_the freedom of form and material

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Freedom of form and material Arno Pronk

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Page 1: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Freedom of form and material

Arno Pronk

Page 2: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material
Page 3: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material
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Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Page 5: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material
Page 6: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Page 7: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Page 8: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Page 9: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Page 10: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Polymer foam

Trabecular bone

Cortical bone

Modeling/remodeling bone structures

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Freedom of form and material

Arno Pronk

Page 12: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

STRUCTURE

FORCE

1

FORCE

2

SITE

FORM

CURVE

APPLICATION

Typology

Capabilit

y to resist

Bending

Tension

+

Pressure

-

Insitu

Prefab.

2D – 3D

Zeroclastic

Monoclastic

Synclastic

Anticlastic

Mass active

High

+ and -

Insi. Pref.

2D

Zeroclastic

3D

Zeroclastic

Beam

Floor

Vector active

Truss

Space structure

Tensigrity

Low

+ and -

2D

3D

Insi. Pref.

Zeroclastic

Zeroclastic

Fold Structure

Wagon Vault

Dome

Shell

Zeroclastic

Anticlastic

Synclastic

Monoclastic

3D

Insitu

+ and -

Low

Surface active

Arc

Cable Structure

Tent Structure

Inflatable

Synclastic

Anticlastic

Monoclastic

Form active

No Bend.

+

Prefab

3D

-

Insi. Pref.

2D

Page 13: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

STRUCTURE

FORCE1

FORCE2

SITE

FORM

CURVE

APPLICATION

Typology

Capabilit

y to resist

Bending

Tension+

Pressure-

Insitu

Prefab.

2D – 3D

Zeroclastic

Monoclastic

Synclastic

Anticlastic

Mass active

High

+ and -

Insi. Pref.

2D

Zeroclastic

3D

Zeroclastic

Beam

Floor

Vector active

Truss

Space structure

Tensigrity

Low

+ and -

2D

3D

Insi. Pref.

Zeroclastic

Zeroclastic

Fold Structure

Wagon Vault

Dome

Shell

Zeroclastic

Anticlastic

Synclastic

Monoclastic

3D

Insitu

+ and -

Low

Surface active

Arc

Cable Structure

Tent Structure

Inflatable

Synclastic

Anticlastic

Monoclastic

Form active

No Bend.

+

Prefab

3D

-

Insi. Pref.

2D

Page 14: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Form active

Surface active

Low

No Bending

+ and -

Prefab

3D

Synclastic

Anticlastic

Dome

Shell

Inflatable

Tent Structure

Cable Structure

+

Insitu

3D

Synclastic

Anticlastic

Grid shell

Form-active Mould to Surface-active Shell

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85 ways to manipulate a membrane

Page 16: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Form-active Mould to Surface-active Shell

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1. Making a physical model.

2. Rigidizing the model.

3. Digital scan of the model.

4. Analyse form-active behaviour.

5. Analyse surface-active behaviour.

6. Method of construction.

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Form-active Mould to Surface-active Shell

Yo

ur

case?

ISoFF www.fabricforming.org

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* * * *

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Form-active Mould to Surface-active Shell

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* * *

* * *

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Form-active Mould to Surface-active Shell

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* * * *

* * * * *

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Form-active Mould to Surface-active Shell

Page 30: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Form-active Mould to Surface-active Shell

Page 31: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Jurgen Bey

Page 32: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

The inflatables

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Free forms

with

modular

inflatables

Page 36: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Page 37: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material
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Page 40: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

outer layer has to be plastered

to get a smooth surface.

the concrete will be pigmented to

Get the right colour

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Page 42: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material
Page 43: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

outer layer has to be plastered

to get a smooth surface.

the concrete will be pigmented to

Get the right colour

Page 44: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material
Page 45: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

TU/e www.arnopronk.com

18 septemberplein

Eindhoven

Design M. Fuksas

Page 46: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

outer layer has to be plastered

to get a smooth surface.

the concrete will be pigmented to

Get the right colour

Design: Massimiliano Fuksas for municipal of Eindhoven

Page 47: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material
Page 48: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

TU/e www.arnopronk.com

18 septemberplein

Eindhoven

Design M. Fuksas

Page 49: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

18 septemberplein

Eindhoven

Design M. Fuksas

Page 50: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Elective Arno Pronk

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Elective Arno Pronk

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Elective Arno Pronk

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Page 56: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Some events

Page 57: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Some events

Page 58: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Elective Arno Pronk

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Elective Arno Pronk

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Elective Arno Pronk

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Elective Arno Pronk

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Elective Arno Pronk

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Elective Arno Pronk

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Elective Arno Pronk

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Elective Arno Pronk

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Elective Arno Pronk

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Elective Arno Pronk

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Structural Optimization [topology]

Topology optimized beam based on the funicular shapes of inflatables

Page 69: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Structural Optimization [shape and size]

Interpretation of inspire model for parametric modeling

Buelow, 2011

Paragen Cycle

Page 70: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Scatter plot ParaGen results

Structural Optimization [shape and size]

Weight vs modalfrequency

ID 1269

ID 1249

ID 1259

Page 71: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Structural Optimization [scale models]

Manufacturing method [Dominicus et al, 2009]

Page 72: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Producing– Prototyping of the fittest solutions.

Theory vs practice

Structural Optimization [scale models]

Concrete Scale models

Page 73: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

ICE

Page 74: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Arno Pronk

TU/e

Page 75: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Arno Pronk

TU/e

Page 76: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

www.pykretedome.com

Page 77: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Adjustable Mouldings

Page 78: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

1 Jeroen van Helvoirt,

2 Daan Rietbergen, Karel Vollers,

3 Ivo van Rooy, Pieter Schinkel

4 Sebastiaan Boers,

5 Christiaan Raun e.a.

Page 79: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Steel frame

height adjustable tubes

beam to fix the rubber on

EPDM profile edge

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Design of an adjustable mould for hot bending glass, using steel wire netting Research in cooperation with Jan Belis University of Gent

Page 86: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

FREE FORM GLASS STRUCTURES

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Adaptability of net structure

Page 90: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Net fixation

Friction in the wires

- no clamping

- movement of wires

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Net fixation test

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Tensegrity plate structure

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Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Page 96: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material
Page 97: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Page 98: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Page 99: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Tensegrity

Rods and cables can be replaced by double curved glass plates

Page 100: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material
Page 101: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Final model

Page 102: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Page 103: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Page 104: B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

2015 IASS conference in the Muziekgebouw in Amsterdam

IASS Pavilion Contest 2014 – 2015

The IASS invites universities and/or companies to participate in a contest and exhibition of

structurally innovative pavilions.

The exhibition will be held during the 2015 IASS conference in the Muziekgebouw in

Amsterdam and will be part of the Holland Festival at the end of June 2015 as well.

Two phases

The pavilion contest consists of two phases.

The first phase is the exhibition and selection of proposals at the 2014 IASS conference in

Brazil.

The second phase is the building of the selected pavilions by the participants and exhibition of

the pavilions in Amsterdam in July and August 2015. During the 2015 conference in august the

IASS will select the winning pavilions.

www.iass-structures.org

www.pykretedome.com

www.ArnoPronk.com