B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

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Freedom of form and material

Arno Pronk

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Polymer foam

Trabecular bone

Cortical bone

Modeling/remodeling bone structures

Freedom of form and material

Arno Pronk

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

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

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

85 ways to manipulate a membrane

Form-active Mould to Surface-active Shell

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.

Form-active Mould to Surface-active Shell

Yo

ur

case?

ISoFF www.fabricforming.org

* * * *

Form-active Mould to Surface-active Shell

* * *

* * *

Form-active Mould to Surface-active Shell

* * * *

* * * * *

Form-active Mould to Surface-active Shell

Form-active Mould to Surface-active Shell

Jurgen Bey

The inflatables

Free forms

with

modular

inflatables

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

outer layer has to be plastered

to get a smooth surface.

the concrete will be pigmented to

Get the right colour

outer layer has to be plastered

to get a smooth surface.

the concrete will be pigmented to

Get the right colour

TU/e www.arnopronk.com

18 septemberplein

Eindhoven

Design M. Fuksas

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

TU/e www.arnopronk.com

18 septemberplein

Eindhoven

Design M. Fuksas

18 septemberplein

Eindhoven

Design M. Fuksas

Elective Arno Pronk

Elective Arno Pronk

Elective Arno Pronk

Some events

Some events

Elective Arno Pronk

Elective Arno Pronk

Elective Arno Pronk

Elective Arno Pronk

Elective Arno Pronk

Elective Arno Pronk

Elective Arno Pronk

Elective Arno Pronk

Elective Arno Pronk

Elective Arno Pronk

Structural Optimization [topology]

Topology optimized beam based on the funicular shapes of inflatables

Structural Optimization [shape and size]

Interpretation of inspire model for parametric modeling

Buelow, 2011

Paragen Cycle

Scatter plot ParaGen results

Structural Optimization [shape and size]

Weight vs modalfrequency

ID 1269

ID 1249

ID 1259

Structural Optimization [scale models]

Manufacturing method [Dominicus et al, 2009]

Producing– Prototyping of the fittest solutions.

Theory vs practice

Structural Optimization [scale models]

Concrete Scale models

ICE

Arno Pronk

TU/e

Arno Pronk

TU/e

www.pykretedome.com

Adjustable Mouldings

1 Jeroen van Helvoirt,

2 Daan Rietbergen, Karel Vollers,

3 Ivo van Rooy, Pieter Schinkel

4 Sebastiaan Boers,

5 Christiaan Raun e.a.

Steel frame

height adjustable tubes

beam to fix the rubber on

EPDM profile edge

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

FREE FORM GLASS STRUCTURES

Adaptability of net structure

Net fixation

Friction in the wires

- no clamping

- movement of wires

Net fixation test

Tensegrity plate structure

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Tensegrity

Rods and cables can be replaced by double curved glass plates

Final model

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

Pavilion for NIMK

Design & Engineering:

Michiel Kluiters and Arno Pronk

construction:

Jan Huisman, Plavercon and Carpro

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