concrete analysis 2

15
Kate Rusek Materials Phase 3 What Does Nature Know About Assembly? ‘Stalasso’ Neri Oxman

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This is part 2 of a three part series investigating the possibilities and limitations of concrete as a sustainable material. This includes investigation of structure and organizing systems and nature and inital new application materials research.

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Page 1: Concrete Analysis 2

Kate RusekMaterials Phase 3

What Does Nature Know

About Assembly?

‘Stalasso’ Neri Oxman

Page 2: Concrete Analysis 2

Recycling

Industrial By-products

Traditional wisdom based on natural

materials

Portland Cement Concrete

Design

recycled aggre-gate

modular systems

Adobe

Cob

Compressed Earth Block

Rammed Earth

integrate with vegetation

fly ash

blast furnace slag

biomass binders

organic naturally occurring binders

Page 3: Concrete Analysis 2

Recycling

Industrial By-products

Consider Natural Ma-terials in terms of

Biomimicry

Portland Cement Concrete

Design

recycled aggre-gate

modular systems

integrate with vegetation

fly ash

blast furnace slag

biomass binders

organic naturally occurring binders

Page 4: Concrete Analysis 2

Learn from Nature:Biomimicry

Loofahxylem becomes rigid when

dried forming natural matrix

Page 5: Concrete Analysis 2

Learn from Nature:Biomimicry

Marine Sponges

spongin (collagen) +Silica

Glass Sponges:spinicles made of silica to form scaf-folding like frame with living tissue suspended between

Page 6: Concrete Analysis 2

Learn from Nature:Biomimicry

WaspsNest are reinforced with parallel

fibers

Page 7: Concrete Analysis 2

Coir - Coconut/Palm FiberNot necessary to kill tree to harvest, often by product of palm oil industry

Learn from Nature:Biomimicry

Page 8: Concrete Analysis 2

Learn from Nature:Biomimicry Miscellaneous

Palm Shoot Swiss Cheese

Starch + Water

Morel Mushrooms

Bone Structure

Page 9: Concrete Analysis 2

Beginning Stages: Planning

modular mold

plan view

initial sketch

mold construction

FSC Wood

natural dowels

cull lumber

Page 10: Concrete Analysis 2

Beginning Stages: Version #1

fabric mold

initial sketches

mold read to pour

Page 11: Concrete Analysis 2

Beginning Stages: Prototype #1

out of the mold

Page 12: Concrete Analysis 2

Beginning Stages: Prototype #1

Next Steps:

adjust dowel length for more holes in present iteration, should be poured using Calera, Ekkomaxx (fly ash carbon capture)

try pervious concrete in addition to designed voids

move dowels around a bit for more even spacing and thickness

try different fabric characteristics to reduce materials

address fabric reuse or protection during pro-cess

vary void shape

Page 13: Concrete Analysis 2

Beginning Stages: Version #2

Next Steps:

experiment with different plant de-rived reinforcement material think more about waste streams

experiment with thickness of tile to use less material

revise to include interlocking mechanism

expand on process to design production on a larger scale

explore additional possibility for void making material

Page 14: Concrete Analysis 2

Concrete can already do this How can I get it to do this?

Page 15: Concrete Analysis 2

Further Research:

http://www.cementenbeton.nl/

http://www.materialecology.com/

http://www.freiotto.com/