SWEET CORNCRETE
PORTFOLIO I RC7 2019 Tutor: Richard Beckett Andrew Metzler, Mariana Madriz-Bonilla, Hegen Wu, Danyang Li
INTRODUCTION This project focuses on the novel utilization of the bioreceptive material CoRncrete, and its potential applications in architecture. Being one of the first studies of CoRncrete, the relationship between CoRncrete and architectural digital design is rigorously explored and tested throughout this group studio project as well as through associated individual theses. The goal of this research is to discover new methodologies and technologies of architectural fabrication in addition to testing the potential benefits of materials sourced from renewable, biological resources.
TABLE OF CONTENTS 01. Case study and background information 1.1 Case Studies and Research 1.2 Previous Individual Work
08 10 18
02. Biomaterial 2.1 CoRncrete 2.1.1 Hardness test 2.1.2 Additives tests 2.1.3 Heating duration tests 2.1.4 Water ratio tests 2.1.5 Water retention + additives 2.1.6 Water retention + textures
20 22 28 30 54 56 58 62
03. Fabrication 3.1 Unit production process 3.2 Species 3.3 CNC Milling methong
66 68 92 96
04. Digital study and analysis 4.1 Unit & point system 4.2 Early geometry shape study 4.3 Shape study: growth and Decay 4.4 Geometry Library 4.5 Materiality 4.6 Aggregation studies 4.7 Furniture 4.8 Architectural Elements 4.8.1 Mesa Maize 4.8.2 Partition 4.8.3 Vertical transition 4.8.4 Maize Stair 4.8.5 Catenary structures 4.9 Microwave Army 4.10 Further CoRncrete applications & systems
104 106 112 118 134 144 152 176 188 192 216 262 278 300 310 326
05. Architecture Speculation 5.1 CoRncrete + Branching facade speculation 5.1.1 Zoomed-in facade detail speculation
344 346 362
06. References
378
PROJECT OVERVIEW
MATERIAL RESEARCH
FABRICATION
6
DIGITAL BUILDING BLOCK
ASSEMBLY
UNIT INTERFACING
SYSTEMS
COMBINATORIAL LOGIC
AGGREGATION
ARCHITECTURE SPECULATION
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Bioconcrete by Dr. Henk Jonkers, 2015 Source: https://spinoff.com/bioconcrete
CHAPTER I. CASE STUDY AND BACKGROUND INFORMATION
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1.1 CASE STUDIES & RESEARCH
Figure 1: International corn production, 2019. (https://www.statista.com/statistics/254292/global-corn-productionby-country/)
Corn, also known as maize, is a grain plant cultivated for food. The origin of this grain remains unknown, however, many historians believe that corn was first domesticated in Mexico’s Tehuacan Valley. Types of corn include sweet corn, popcorn, pod corn, flint corn, flour corn, waxy corn and dent corn. As seen in the chart above, the largest producer of corn in the world is the United States followed by China.
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Figure 2: Cornstarch making process, 2016. (https://hlagro.com/blog/a-brief-description-of-the-corn-starchproduction-process)
The process of separating starch from corn is one which involves several steps and procedures. The corn starch is obtained from the endosperm of the corn kernel. The main aim of the corn starch production process is to release the starch from the cell structure and ensure that the germ is not damaged. When the process is over, 4 main derivatives are obtained. They are: starch, fiber, germ and gluten.
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1.1 CASE STUDIES & RESEARCH
Figure 3: CoRncrete, TU Delft, 2015, http://resolver.tudelft.nl/uuid:0919b058-4499-493f-b02488c948ade7ff.
First tested by TU Delft, CoRncrete is a corn starch based bio-material formed by mixing corn starch with water and sand, and heating the mix in a microwave or oven. This heating process results in the formation of a hardened material. This research work addresses CoRncrete as a potential precursor to a new class of construction materials, which gain strength rapidly by heating at relatively low temperature (~100 C) and via quotidian instruments such as microwaves.
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Figure 4: Things which necrose, Francoise Roche, 2010, https://new-territories.com/twhichnecrose.htm.
Things which necrose is an installation made from CNC-casted bio-plastic containing hydrosoluble polymers. Both the integrated membrane and structure are exposed to mist nozzles to control the rate of humidity and thus degradation of the entire structure. It is an exploration into a sense of a decaying system.
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1.1 CASE STUDIES & RESEARCH
Figure 5: Ant Bridge, 2015, https://earthsky.org/earth/army-ants-build-living-bridges.
Swarm Intelligence displayed by the bridge-making of ants. Their different roles are seen through the detailed deformations of their body and greater massing arrangements. “These ants are performing a collective computation. At the level of the entire colony, they’re saying they can afford this many ants locked up in this bridge, but no more than that. There’s no single ant overseeing the decision, they’re making that calculation as a colony.” -Matthew Lutz, Princeton
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Figure 6: Polyomino, 2015, https://www.plethora-project.com/polyomino-1.
Polyomino explores serial repetition and mass production through aggregation studies. Units are the same, but their arrangement or ‘pattern’ is different depending on their configurations and interfacing with neighbors, allowing for a much more efficient design strategy for complex forms.
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1.1 CASE STUDIES & RESEARCH
Species integration precedents
Figure 7: Dune project, Magnus Larrson, 2009, https://thefunambulist. net/architectural-projects/students-dune-by-magnus-larsson.
Dune Architecture Magnus Larrson
With this project, Magnus Larsson attempts to respond to the issue of desertification of Africa and the extension of the Sahara desert by introducing a bacteria on its border that dry the sand into stone. Controlled well enough, this bacteria allow to create a troglodyte city that prevents the desert from spreading any further.
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Figure 8: Mycellium Brick, Philip Ross, 2014, https:// inhabitat.com/phillip-ross-molds-fast-growing-fungi-intomushroom-building-bricks-that-are-stronger-than-concrete/ mushroom-furniture-5.
Mycelium Brick Phillip Ross
“It has the potential to be a substitute for many petroleum-based plastics. It’s left the art world and seems to have entered a Science Fiction novel or something like that.” -Phillip Ross
Figure 9: Bioconcrete by Dr. Henk Jonkers, 2015, https://spinoff. com/bioconcrete
BioConcrete Henk Jonkers
“What makes this limestone-producing bacteria so special is that they are able to survive in concrete for more than 200 years and come into play when the concrete is damaged. For example, if cracks appear as a result of pressure on the concrete, the concrete will heal these cracks itself.” -Henk Jonkers
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1.2 PREVIOUS INDIVIDUAL WORKS
Self-Assembly
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Water Flow Mesh
Decay
Bioluminescence
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CHAPTER 2. BIOMATERIAL: CoRncrete
2121
2.1 CORNCRETE
~760 MILLION METRIC TONS OF CORN TOP FIVE PRODUCING COUNTRIES
1 acre
~ 71,120 units
1 ACRE = 140 bushels2 1 BUSHEL of corn = 25.40 kg corn starch 1 ACRE = 3,556 KG CORN STARCH 1 kg corn starch = ~20 coRncrete units 3,556 KG x 20 units = ~ 71,120 coRncrete units / acre
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CoRncrete
Concrete
-MADE WITH PLENTIFUL RESOURCE -RAPID CURE TIME -CAN DEGRADE WHEN EXPOSED TO WATER
-MADE WITH CEMENT -HIGH ENVIRONMENTAL IMPACT -LONGER CURE TIME -IMPERVIOUS
VS
To Make 1 Unit...
To Make 1 Unit...
4 MINS HEAT
24-48 HOURS SET
+ 12 HOUR CURE TIME
TOTAL: ~12 HOUR 4 MINS
+ 4 WEEKS CURE TIME
TOTAL: ~ 4 WEEKS
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2.1 CORNCRETE
The essential ingredients of CoRncrete are simple. The mixture consists of: Corn Starch, Sand, and Water. These ingredients are easily obtained from a grocery store and a local hardware store.
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Standard ratio of coRncrete
1x Corn Starch
5x Sand
1x Water
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2.1 CORNCRETE
The fabrication methodology of CoRncrete is also simple. A mixture of CoRncrete is measured and stirred thoroughly in correct ratios and amounts. The mixture is then poured into a mold to take shape. The mold is put into the microwave for several minutes and then taken out once the timer is done. The cooking time varies, however, depending on the size and geometry of the mold. A resting period of at least ten minutes is advised to allow for the mold to cool down and for most of the moisture to evaporate.
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1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
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2.1.1 HARDNESS TESTS
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TEST I
TEST II
1 Part - Water 5 Part - Sand 1 Part Corn - Starch **measured in volume Notes: create a first attempt at CoRncrete that would retain shape under gravity load, slow pour
1 Part - Water 4 Part - Sand 1 Part Corn - Starch **measured in volume Notes: less sand, same part water in order to test smoothness of surfaces, slow pour
TEST III
TEST IV
1.25 Part - Water 4 Part - Sand 1 Part Corn - Starch **measured in volume Notes: less sand, more water in order to test
1.5 Part - Water 4 Part - Sand 1.25 Part Corn - Starch **measured in volume Notes: two kinds of sand, even more water, a little more corn starch in order to test smoothness
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2.1.2 ADDITIVES TESTS
Numerous different additives were mixed with CoRncrete and tested to see the various results. Some additives such as salt made the test mixture more porous and eroded. Others such as the bread additive began to mold on the CoRncrete. These tests informed future material studies.
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H20 solvent
white sand mass
recycled glass
corn flour binding agent
red dye colour
small rocks small aggregate
rock salt dissolvable additive
molded bread dissolvable additive
tree twigs burnable additive
sand mass
river rocks large aggregate
polystyrene foam beads lightweight aggregate
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2.1.2 ADDITIVES TESTS
Numerous different additives were mixed with CoRncrete and tested to see the various results. These specific tests illustrated the different textures, coloration, and porosities of CoRncrete when various mixtures were added to a geometry mold output (in this case, an halved octahedron).
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Additives tests
1 Part - Water 4 Part - Sand 1 Part - Corn Starch + 0.5 - Salt
1 Part - Water 4 Part - Sand 1 Part - Corn Starch + 0.5 - Bread
1 Part - Water 4 Part - Sand 1 Part - Corn Starch + 0.5 - Wooden twigs
1 Part - Water 4 Part - Sand 1 Part - Corn Starch + 0.5 - Polystyrene
33
2.1.2 ADDITIVES TESTS
Three different size aggregates were tested next to one another in the same cast to observe the material differentiation. The objective was to create a material gradient on a single unit scale. Further testing of smoother transitions between each ‘border’ will be tested.
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Three different types of aggregates were used in a section of material test to create a gradient transition from the solid to the porosity.
Three different types of aggregates were used in a section of material test to create a gradient transition from the solid to the porosity.
35
2.1.2 ADDITIVES TESTS
0.1-0.4mm aggregates
Solid
0.5-0.8mm aggregates
1-2mm aggregates
Porous
The third experiment is about the sizes of aggregates we use , the three types of different aggregates of different sizes are used to test the porosity property .
36
The fourth experiment: Mixture of aggregates, the lightest glass aggregates and the medium aggregates are mixed to make the material test. Aggregate sizes tests
37
2.1.2 ADDITIVES TESTS
The fourth experiment: Mixture of aggregates, the lightest glass aggregates and the medium aggregates are mixed to make the material test.
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39
2.1.2 ADDITIVES TESTS
Pattern
Oil
Sea salt
Oil
The third experiment: the different additives were added to explore the physical and geometry features.
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Oil
Black dye
Oil and recycled glass aggregate were used in the sample above
41
2.1.2 ADDITIVES TESTS
Three different size aggregates were tested on small scale molds and cast as individual units. The objective was to create a material gradient throughout a proposed larger aggregation structure. Small, medium, and large aggregates were all tested to ensure enough grain differentiation between each unit. Heavier units were on the bottom, and lighter units were on the top.
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Ratio: medium aggregates 40ml : small aggregates 40ml : cornstarch 20ml : water 10ml
43
2.1.2 ADDITIVES TESTS
Additives After the experiment of sand aggregates, some other additives were added to test the influence on the surface of the material. Each additive has different effects on the surface, such as the formation of interesting texture and color on the surface. In addition, after adding vegetable oil to the experimental sample, the surface is relatively flat and has a certain glisten.
44
a. 80ml sands (12mm), 20ml water, 20ml corn starch, 20ml big pieces tree bark.
b. 80ml sands (12mm), 20ml water, 20ml corn starch, 30ml wax.
c. 80ml sands (12mm), 20ml water, 20ml corn starch, 50ml big stone.
d. 80ml sands (0.40.8mm), 20ml water, 20ml corn starch, 20ml tea.
e. 80ml sands (0.4-0.8mm), 20ml water, 20ml corn starch, 30ml flower segment.
f. 80ml sands (0.40.8mm), 20ml water, 20ml corn starch, 10ml small ice block.
g. 80ml sands (0.40.8mm), 20ml water, 20ml corn starch, 15ml sycamore tree hair.
h. 80ml sands (0.40.8mm), 20ml water, 20ml corn starch, 10ml sea salt.
i. 80ml sands (0.10.3mm), 20ml water, 20ml corn starch, 15ml brown paper.
j. 80ml sands (0.40.8mm), 20ml water, 20ml corn starch, 25ml medium sands.
k. 80ml sands (0.40.8mm), 20ml water, 20ml corn starch, 20ml oil.
l. 80ml sands (0.40.8mm), 20ml water, 20ml corn starch, 25ml small tree bark.
Additives tests
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2.1.2 ADDITIVES TESTS
fine building sand 4:2(water):1 ratio use of sparkling water Figure A
46
Figure A.2
fine building sand 4:1:1 ratio 1 1/2 tsp of bicarbonate of soda per 1.6 kg of sand
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2.1.2 ADDITIVES TESTS
Figure B
fine building sand 4:1:1 ratio 1 1/2 tsp of bicarbonate of soda, 1 tbs of salt & 50ml of oil per 1.6kg of sand
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Figure B.2
fine building sand 4:1:1 ratio acrylic spheres & 50ml of oil per 1.6kg of sand
49
2.1.2 ADDITIVES TESTS
Acrylic spheres were used in an attempt to generate new textures to coRncrete
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Polished-like surface texture from the use of acrylic.
51
2.1.2 ADDITIVES TESTS
Medium white sand
Large white sand
4 :2(water):1 ratio
4 :1:1 ratio
non
non
More water into a mix of medium and small sand grain, tend to produce bubbles on the surface.
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Less water and larger sand grains produce a more solid surface and accurate ledges of the shape.
medium white sand 4:1:1 ratio non
Medium sand grain it’s been, so far, the best sand type for accurate edges.
fine building sand 4 :2(water):1 ratio non
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2.1.3 HEATING DURATION TESTS
The principle behind the CoRncrete is due to the heated corn with water will expand in the gaps between the aggregates, and the expanded corn will play an important role in the sticking the aggregates together into an integrated part.
Fig : CoRncrete: A corn starch based building material,2017.
The experiment is carried in a circle mold with the already stirred materials in the plastic cup, and the materials in mold will be put into the microwave to be heated for optimal time for harding.
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1 min
1.5 min
2 min
2.5 min
3 min
3.5 min
The first experiment: the duration of heating is tested by using microwave, and it comes to a conclusion that the CoRncrete will get harder and dryer by increasing the heating time, and it appears that the 3min-3.30min is the optimal time for the CoRncrete tests.
4 min
4.5 min
Heating duration tests
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2.1.4 WATER RATIO TESTS
20ml 5ml
20ml 10ml
80ml
20ml 15ml 80ml
80ml
20ml 20ml 80ml
Corn Starch : Water : Aggregates
The second experiment: the different water ratio were tested in 5ml , 10ml , 15ml , 20ml water. The different properties were found in terms of the hardness and porosity, and the ones with the good hardness happened in the range between the 5ml and 10ml, and the porosity will increase by the amount of water.
Water ratio tests
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20ml 5ml
20ml 10ml
80ml
20ml 15ml 80ml
80ml
20ml 20ml 80ml
Corn Starch : Water : Aggregates
The second experiment: the different water ratio were tested in 5ml , 10ml , 15ml , 20ml water. The different properties were found in terms of the hardness and porosity, and the ones with the good hardness happened in the range between the 5ml and 10ml, and the porosity will increase by the amount of water.
Water ratio tests
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2.1.5 WATER RETENTION +ADDITIVES
A series of water retention tests are conducted to investigate the bioreceptivity of coRncrete. The experiment aims to test for specific variables including ingredient ratio, additives and geometrical texture in material samples of the same size and preparation method. First the experiments record dry weight. Each sample is then soaked in cold water for four hours, and the weight recorded at maximum absorption. A scale, monitored through a b spoke algorithm (figure x), registers changes in weight over a period of 24 hours as the sample releases water. Weight reduction is taken as a proxy for water retention over time.
1 2 3 1. 2. 3. 4. 5. 6.
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4 5 6
Sample Sample Sample Sample Sample Sample
R1 R2 R3 R1 R4 R5
with with with with with with
Ingredient Ingredient Ingredient Ingredient Ingredient Ingredient
ratio ratio ratio ratio ratio ratio
(sand : cornstarch : water) 4 : 1 : 1 4 : 0.8 : 1 4 : 1.2 : 1 4:1:1 4 : 1 : 0.8 4 : 1 : 1.2
A higher ratio of both water and cornstarch led to higher water retention in coRncrete, while water had a stronger influence in the first 10 to 20 hours, and a lower impact after that, than cornstarch. However, sample R3 with 1.2 units of cornstarch had the lowest water release rate during the period and thus contained the most water of the five samples after 12 hours. In general, a higher ratio of water helps to improve water absorption and retention in the first 12 hours and a higher cornstarch content contributes to lowering coRncrete’s water release.
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2.1.5 WATER RETENTION +ADDITIVES
1 3 5
2 4 6
1. Sample AE6 with black earth color 2.5g 2. Sample AE7 with black earth color 5.0g 3. Sample AF8 with foam beads 0.15g 4. Sample AF9 with foam beads 0.30g 5. Sample AB10 with bread 3g 6. Sample AB11 with bread 6g * The basic Ingredient content ( sand, cornstarch, water ) of the six samples are the same: 80ml, 20ml, 20ml
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The three additives each influenced the water behaviour of coRncrete to different extents. The presence of bread and foam beads had a more considerable influence than earth colour, with a higher ratio of additive causing stronger retention capacity. Nevertheless, earth colour decreased water retention in the first few hours. Two water release phases were observed, fast release in the first 12 hours and slow release in the next 12 hours. Generally, sample R1 without any additive released water the fastest and thus retained the least amount of water during the last five hours. In contrast, sample AB11, which contained 6 g of bread, exhibited the best performance in water retention and retained the lowest level of water evaporation during the test and highest level of water retention after the eighth hour.
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2.1.6 WATER RETENTION +TEXTURES
1 4 7 1. 2. 3. 4. 5. 6. 7. 8. 9.
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2 5 8
3 6 9
Houdini script: copy to points Houdini script: attribute vop Houdini script: connect adjacent pieces Digital texture A Digital texture B Digital texture C Sample T12 Sample T13 Sample T14
The three samples displayed a reduction in water loss, which was improved by their rugged and uneven surfaces. The water release trend remained similar, rapid in the first 12 hours and slowing down afterwards, with the water release rate ranging from 1 to 2 per cent. In general, the unevenness of the coRncrete surface reduced the water absorption rate by varying degrees, but at the same time, water evaporation was slowed down, making the moisture content of the concave test piece greater than that of the rigid sample after more than ten hours.
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2.1.6 WATER RETENTION +TEXTURES
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Raw material ratio, additives and geometrical texture affect water retention in coRncrete. Generally, the higher the water content and the cornstarch content, within limits, the better water retention is shown by the sample. Additives including foam and breadcrumbs can also improve water retention by different degrees, while earth colour exerts no significant effect. Increasing surface roughness by applying a texture to the sample reduces water retention rate in the early stage while the water holding time increases due to the delayed water release. Sample AF9, with a more significant amount of foam, and sample AB11, with more bread, absorbed and held the most water, while sample T12, with the bulging texture, retained the least. Experiments also indicate that coRncrete has excellent water absorption and water retention capacities, which can be further manipulated by changing different parameters in order to provide appropriate moisture for biological growth. The plasticity of coRncrete in terms of its composition, colour and morphology also exhibits a variety of choices for its design and application.
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CHAPTER 3. FABRICATION
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3.1 UNIT PRODUCTION PROCESS
To create individual units at multiple scales, we model units in Maya, transfer them to Rhino for mesh check and cleanup, and then export them to Makerbot for 3D printing. 3D printing proves an effective way at making units quickly with low expense. It also allows us to push physical geometries that are difficult to manually model in such a rapid timeframe. Complexity of the units is also constrained by the physical properties of coRncrete and considerations of larger structural aggregations.
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3.1 UNIT PRODUCTION PROCESS FABRICATION PROCESS
4 MINS
3D model
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3D print
silicone mold
MINS 44MINS
hardcast cast hard
MINS MINS44MINS MINS 44MINS MINS MINS 4444MINS
microwave microwave
component component
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3.1 UNIT PRODUCTION PROCESS
We then move onto larger 3D printed models. These models are tested as 1:1 scale prototype units (building scale design). 18 cm from face to face proved to be the largest unit we could 3D print with the model of Makerbot at hand. However, we found that unit size did not satisfy other requirements such as fabrication time in the microwave, thus we eventually chose to use 13 cm units from face to face. The different design patterns and geometries can be seen very clearly at this scale and the block is large enough to be structural.
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3d printed units
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3.1 UNIT PRODUCTION PROCESS
To test smaller aggregations at varying scales, we explore different aggregations and interfaces with specific functions such as a staircase and a pavilion. These tests begin to inform the digital design direction of our project and help indicate which massings work both structurally and aesthetically.
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stair study
aggregation study
decaying aggregation study 75
3.1 UNIT PRODUCTION PROCESS 4 MINS
4 MINS
silicone mold 3D model
76
hard cast 3D print
4 MIN
From digital to fabrication
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3.1 UNIT PRODUCTION PROCESS
To create CoRncrete units that can be created multiple times in a quick timeframe, we utilize the silicone mold casting. We test 3 different silicone mold methods: solid cast, paint-on, and paint-on with paper mache. In all cases, silicone proves to be a good material to create a solid cast around our 3D printed units. However, to save material, the best method is the paint-on method. The general methodology employed:
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1) 2) 3) 4) 5)
3D print octahedron mold paint two-part silicone mold cast pour in coRncrete microwave for 4 minutes on high setting extract model out of mold
SOLID SILICONE MOLD
PAINT ON METHOD
4 MINS TO MAKE 1 UNIT...
4 MINS SILICON MOLD
4
4 MINS 1X CORN STARCH 5X SAND 1x water
4 MINS
4 MINS
4 MINS
4 MINS HEAT + 12 HOUR CURE TIME
4 MINS
4 MINS
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3.1 UNIT PRODUCTION PROCESS Moldmaking via paper mache shell method
+ less material + less cost - flimsy shell - added time
3D PRINT
PAINT ON SILICONE
4 MINS
HARD CAST
4 MINS
DEMOLD
BAKE
UNIT 4 MINS
80
4 MINS
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3.1 UNIT PRODUCTION PROCESS
Microwave The microwave is the main mode of fabrication in producing the CoRncrete units. It’s ease of use and quick cook time allow patrons to make many units rapidly. However, there are a few considerations to take into account whilst using a microwave for CoRncrete fabrication: component size amount of material (density of unit) cook time watt power output required electricity
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26 cm
31 cm 38 cm
Microwave constraints of the specific microwave we used: Daewoo KOR6M17R 20 Litre 700 watt power output
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3.1 UNIT PRODUCTION PROCESS
6 MINUTES
Cook Times + Shape fabrication study
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7 MINUTE
ES
8 MINUTES
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3.1 UNIT PRODUCTION PROCESS
building sand test
bumpiness study
color with building sand
smoothness study
thinness test
component orientations Various scales of units
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two-material aggregation study
wood ‘end caps’ connection
first aggregation study fabricated in small scale Various scales of aggregations
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3.1 UNIT PRODUCTION PROCESS
structural packing model
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middle connection, change of direction
bridging
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3.1 UNIT PRODUCTION PROCESS
Structural Packing Model A few considerations in regard to packing of the different octahedrons: component size type of CoRncrete mixture density of material type of connection color coordination texture composition
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Units made with silicone method 91
3.2 SPECIES
Species [incubation] before microwave fabrication
4 MINS
4 MINS
4 MINS
4 MINS
4 MINS
4 MINS
4 MINS 92
Mycelium coRncrete [incubation] without microwave fabrication
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3.2 SPECIES
Species [incubation] before microwave fabrication
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Mushroom fruiting and hyphae growth + distribution
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3.3 CNC MILLING METHOD
We use CNC milling to create a back wall panel that could ‘receive’ CoRncrete units. In this way, we create a dynamic wall system that is both static (the CNC solid wall) and reconfigurable with customized pieces (CoRncrete units). The idea is to connect the units to the wall panel via their geometries (inverse relationships). The octahedron shape is the backside of each ‘plug-in’ geometry.
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CNC milling foam
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3.3 CNC MILLING METHOD
Initial high-density foam block
100 mm thick foam material
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CNC Milling was used to create a wall panel Time to mill: 3 hours
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3.3 CNC MILLING METHOD
Here we test different fitting units or components that can be placed on the wall panel. The connections between the two are interfaced hexagons. The panel is seen as a long-standing mass while the units act a secondary pieces - aesthetic and ephemeral.
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3.3 CNC MILLING METHOD
soft
tactile
demold
tactile
tactile
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geometrical
geometrical
tactile
geometrical
porous
soft
soft
millennial color palette
monochrome color palette
First attempt at CNC milling wall fabrication pieces
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CHAPTER 4. DIGITAL STUDY AND ANALYSIS
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4.1 UNIT & POINT SYSTEM
Truncated [octahedron] as a packing brick
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UNIT
LOCAL PACKING
CLUSTER
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4.1 UNIT & POINT SYSTEM
POINT AS A PLACEHOLDER
BULKY BOLD HEAVY
UNIT
placeholder
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Grid of points based on the octahedron
Vertical grid variations
Horizontal grid variations
Central grid variations
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4.1 UNIT & POINT SYSTEM
POINT SYSTEM AND TRANSFORMATIONS
more exposure to sun
less shadow
more exposure to rain
more shadow
TYPE I
TYPE III
TYPE II
TYPE IV
type variations depending on external facts
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original grid
truncated alternated cubic grid 2
2
1
2
2
1
2 2
13 12
2 2
21 31
1 1
2
gro pat + 1
2
ORIGINAL GRID material material gradients gradientsunit unit
exploded view
exploded view
+
+
1
2
2
+ 3
3
GRID material WEAIRE-PHELAN growth material growth gradient patterns gradientaggreg. patterns aggreg.
aggregation WEAIRE-PHELAN CONNECTIONS
hidden lines
aggregation
overall GRID variationplan view elevation view plan view elevation view
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4.2 EARLY GEOMETRY SHAPE STUDY
We start to create a geometry catalog of the various units we could create from a truncated octahedron base shape. Our objective is to lose the strict aesthetic and edges of the octahedron shape while retaining its packing logic. We investigated several methods of shape morphologies to discover new ways of interpreting and expressing the truncated octahedron packing logic.
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CONTRAST
fractal
SKELETON
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4.2 EARLY GEOMETRY SHAPE STUDY
truncated octahedron shape growth
114
Point population on wireframe
Point population on surface Early texture studies 115
4.2 EARLY GEOMETRY SHAPE STUDY
Early deformation studies from a truncated octahedron shape
truncated octahedron
sharp angle
collector
leaf and bone
bone
wireframe double
habitat
high
medium Fractal density study
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low
smooth bone
smooth bone
wireframe
collector
clam
clam
striped
inner/outer
double
naked clam
shelf
inner/outer
double
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4.3 SHAPE STUDY: GROWTH AND DECAY
decay
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growth
119
4.3 SHAPE STUDY: GROWTH AND DECAY
Decaying studies
120
Decaying studies
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4.3 SHAPE STUDY: GROWTH AND DECAY
1 2
1. DEFORMATION TYPE I :Bone 2. DEFORMATION TYPE II : Collector
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1 2
1. DEFORMATION TYPE III : Habitat B 2. DEFORMATION TYPE IV : Truncated Octahedron
123
4.3 SHAPE STUDY: GROWTH AND DECAY
We understand the decaying condition of this material, and we think there are relevant uses for this specific condition such as temporal structures, variability, adaptiveness. The images shown are a digital process some components going through a decaying process,
124
125
4.3 SHAPE STUDY: GROWTH AND DECAY
This is an early study to understand the possibility of using a more permanent structure in contrast with one that decays
126
127
4.3 SHAPE STUDY: GROWTH AND DECAY
Figure 33 Large white sand 4 :1:1 ratio non
30 min after
128
As a biomaterial, coRncrete degrades fast; specially when in contact with water, since the cornstarch will start to dissolve. To understand the performance of coRncrete with water, two pieces were submerged into a water container:
Hot water: This is a piece baked 3 months ago, and it was recently submerged into hot water. (50-70 Celsius degrees) For 30 min. The piece couldn’t be taken out from the hot water container without crumbling down.(see figure 33)
129
4.3 SHAPE STUDY: GROWTH AND DECAY
Cold water: A similar a piece baked 3 months ago, was recently submerged into cold water. (10 Celsius degrees approx.) For 30 min. The piece stood without deforming or crumbling down, even though it was a little bit spongy, the piece could be taken out.(see figure 34)
130
Figure 34 Large white sand 4 :1:1 ratio non
30 min after, the piece kept it’s shape
on the surface it started to show some jelly-like substance.
131
4.3 SHAPE STUDY: GROWTH AND DECAY
132
Figure 35: These images are showing a process of the degradation of a coRncrete component. By using again hot water and squeezing the component with the hand. A jelly-like substance appears on top of the residual material. During this process, when the coRncrete component was completely dissolved, water was drained, and the residual material was used again. However, the results were not positive, the material tended to grow much more than usual while it was baking.
133
4.4 GEOMETRY LIBRARY
Double aggregation study
134
Melting octahedron aggregation
135
4.4 GEOMETRY LIBRARY
Double aggregation study
136
Inner/outer condition
137
4.4 GEOMETRY LIBRARY
FINAL DIGITAL UNITS TO BE USED FOR FURTHER AGGREGATION STUDIES + FABRICATION OF FINAL PIECES
shelf
boat
spike+coral 138
small spike
clam
smooth
wave
spike
coral
horn
leaf 139
4.4 GEOMETRY LIBRARY
140
From the final components, we have developed a catalogue of components to develop further aggregation studies. Known as Component Haven, these components are showcased as the most successful components in terms of fabrication ability and aesthetic.
141
4.4 GEOMETRY LIBRARY 5 7
9
8 6
10
7
8
7
1
10 6 8
5
3
10
142
9 10
6
5
3 9
6
1
4
7
4 12
8
143
4.5 MATERIALITY
144
Materiality To transfer from digital to physical, we create a palette containing possible variations for each components regarding: component number, texture, grain size and color.
145
4.5 MATERIALITY COMPONENTS
1
2
3
4
5
6
7
8
9
10
11
12
pick a component 146
TEXTURE / AESTHETIC
GEOMETRICAL / HARD
GRAIN SIZE
PERVIOUS
SOFT / SQUIDGY
POROUS
TACTILE
SOLID
define the aesthetic
COLOR
select a grain size
pick a color 147
4.5 MATERIALITY
Mixtures example: COMPONENT_5 (as test case)
Color: white Texture: bumps Hardness: low
148
Color: pink Texture: bumps Hardness: low
Color: green Texture: bumps Hardness: low
Color: black Texture: bumps Hardness : high
149
4.5 MATERIALITY
Large [scale]
Medium [scale]
Small [scale]
The testing of different Houdini scripts run over the surfaces of sculpted units to add visual and physical complexity. [Copy to Points] 150
[Shortest Path]
[Turbulent Noise] 151
4.6 AGGREGATION STUDIES
Aggregation studies From the previous component development, we developed some aggregation systems with building and structural purposes in mind.
152
153
Type A Double
Type A Type A Type A Basic Unit Type B Triple Quadruple I Quadruple Double II
Type B Type B Type B Type B Triple Quadruple I Quadruple Quadruple II III
Type B Quadruple IV
4.6 AGGREGATION STUDIES
Combinatorial logic chart
154
Octahedron Combinatorics of Two Triple Sets 155
4.6 AGGREGATION STUDIES
Geometrical aggregation study
Bone aggregation study
Bone aggregation study
156
Rings aggregation study
Tuba aggregation study
Bone aggregation study
Collector aggregation study
Rings aggregation study
Bone aggregation study
Large aggregation using a point grid developed in Houdini
157
4.6 AGGREGATION STUDIES
Decaying aggregation studies
158
Aggregation studies
159
4.6 AGGREGATION STUDIES
Early digital point clouds
areaA:
areaB:
in certain areas of the top, there are higher ratio of collectors.
in external spaces of the geometry, the decay speed is higher due to the more intimate connection with the environment.
skeleton: deep decay: middle decay: less decay: collector:
160
2 2 1 1 4
skeleton: deep decay: middle decay: less decay: collector:
3 4 2 1 0
TYPE III
TYPE I
TYPE II
First attempt at grouping a large aggregation via Houdini point logic
161
4.6 AGGREGATION STUDIES
Decaying aggregation studies 162
Aggregation cloud 163
4.6 AGGREGATION STUDIES
Ceiling study
component
twisted
double unit
half
164
ceiling configuration
ceiling grid
reflected ceiling plan view
165
4.6 AGGREGATION STUDIES
Double component aggregation color and texture tests
166
Material and color contrast study with double melt octahedron
167
4.6 AGGREGATION STUDIES
Bouldering / high density cluster
diagonal cladding cluster
168
Stacked arching cluster
Fluid rotation pivot cluster
169
4.6 AGGREGATION STUDIES
Early branching study
bone component
base
170
bone arches
scatter
connect
polywire
Early wall study
171
4.6 AGGREGATION STUDIES
Smooth component that allows variation
172
early branching studies
173
4.6 AGGREGATION STUDIES
174
soft component aggregation that allows a variety of surfaces
175
4.7 FURNITURE
Furniture To expand on the aggregation studies and to ground the purpose of further aggregations, we explore some preliminary conceptual furniture pieces.
176
seat
bench
mesa
partition
177
4.7 FURNITURE
small
A
B
A
B
A
B
medium
large
178
seat
C
D
table/bench
C
D
bridge/stairs
C
D
179
4.7 FURNITURE
Digital design process showing a grouping logic plan
front elevation
external influence
plan growth areas
180 external influence
Seat design process
massive
lighter
181
4.7 FURNITURE
Seat design process
182
Table design process
183
4.7 FURNITURE
Seat: component variation
184
Panel study
185
4.7 FURNITURE Bench
Seat studies 186
Chain aggregation study
187
4.8 ARCHITECTURAL ELEMENTS
Architectural elements In order to understand the point system and aggregation system in a more architectural scale, we developed some architectural studies that will be displayed as followed.
188
189
4.8 ARCHITECTURAL ELEMENTS
mesa
190
partition
vertical transition
maize stairs
catenary structures
architecture
191
4.8.1 MESA MAIZE
table reconfiguration
00 00 00.00
Mesa Maize Table design based on reconfigurable outcome and surrounding contextual demands such as size, number of people. orientation, spatiality, etc.
00 01 30.00
192
00 00 30.00
00 02 00.00
00 01 00.00
00 02 30.00
193
4.8.1 MESA MAIZE
mesa elevation
194
top pattern study
195
4.8.1 MESA MAIZE
SMOOTHNESS
SOFTNESS
TACTILE
GEOMETRICAL / HARD
TACTILE FLAT
GROOVED
ROCKY
196
MESA MAIZE DESIGN STUDIES
197
4.8.1 MESA MAIZE
short mesa maize
stepped mesa maize
long meza maize
digital explorations of mesa configuration
198
final mesa maize prototype to be built
199
4.8.1 MESA MAIZE
Mesa Maize digital process
component A component B component C component D
point grid
GRID
200
bounding box
BOUNDING BOX
select points
SELECT PTS
point groups
GROUP PTS
component A component B component C component D
point groups
placer holder
POPULATE
mesh
WIREFRAME
shortest path
SHORTEST PATH
201
4.8.1 MESA MAIZE
Top pattern design
202
Color variation study
Sand pigment test
203
4.8.1 MESA MAIZE
Final mesa digital model
Elevations
Top view
204
Point grid
Metal tube
Structural connection
205
4.8.1 MESA MAIZE
Initial prototype: SMALL MESA MAIZE
206
Component types
Table top Component #15
Table body Component #2
Table body Component #9
Table foot Component #9 207
4.8.1 MESA MAIZE Component Type
Component #15
Component #2
Component Color
White
Pink
Sand type
Performance
208
Silica sand 0.5 - 1.2 mm gravel
Silica sand 1 - 1.5 mm gravel
Crumby edge, high intensity
Crumby edge, low intensity
Component #9
Component #9
Red
Dark purple
Building sand
Black sand
Nice clean edge, medium intensity
Clean edge, medium intensity 209
4.8.1 MESA MAIZE
Initial prototype: SMALL MESA MAIZE
1
2 3
1. Top view of the table 2. Table top with golden edge 3. Close up of the table foot
210
211
4.8.1 MESA MAIZE
Final prototype: LARGE MESA MAIZE building process and final pieces
base
212
shelf
half
canteliver
Final prototype built
213
4.8.1 MESA MAIZE
Built prototype 214
color variation 215
4.8.2 PARTITION
Partition Three different types of point distribution on the wall assembly were explored: scattered, tiered, and attractor. Various types of units were assigned to these different distributions of points to express different typologies and variations.
216
components to be added to each point
Partition point grid
components to be added to each point 217
4.8.2 PARTITION
Partition design i This wall design type shows a distinct attractor curve affecting the point distribution. It could be used as a simulation for external forces shown upon the wall such as environmental forces.
218
[Attractor] Wall Assembly Variation logic 219
4.8.2 PARTITION
Partition design ii This wall design type shows a simple approach of tiered distribution or stacking. It could be interpreted as difference of structural support or tectonic expression.
220
[Tiered] Wall Assembly Variation logic
221
4.8.2 PARTITION
Partition design iii This wall design type shows a border between upper and lower; it also explores a multiunit scatter in both ‘main’ zones. This type of wall showcases a randomized pattern.
222
[Scatter] Wall Assembly Variation logic
223
4.8.2 PARTITION
Partition design i This wall design type shows a distinct attractor curve affecting the point distribution. It could be used as a simulation for external forces shown upon the wall such as environmental forces.
224
[Attractor} Wall Assembly Variation logic
225
4.8.2 PARTITION
Partition design ii This wall design type shows a simple approach of tiered distribution or stacking. It could be interpreted as difference of structural support or tectonic expression.
226
[Tiered} Wall Assembly Variation logic
227
4.8.2 PARTITION
Partition design iii This wall design type shows a border between upper and lower; it also explores a multi-unit scatter in both ‘main’ zones. This type of wall showcases a randomized pattern.
228
[Varied} Wall Assembly Variation logic
229
4.8.2 PARTITION Time scale
230
00 00 00.00
00 00 30.00
00 01 00.00
00 03 00.00
00 03 30.00
00 04 00.00
00 06 00.00
00 06 30.00
00 07 00.00
00 01 30.00
00 02 00.00
00 02 30.00
00 04 30.00
00 05 00.00
00 05 30.00
00 07 30.00
00 08 00.00
00 08 30.00 [Tiered} Wall Assembly Variation logic 231
4.8.2 PARTITION Partition configuration study
gradient study
232
color variation study
233
4.8.2 PARTITION
From these previous explorations, a section of a wall was selected and developed in order to be built .
234
[Varied} Wall Assembly Point Variation 235
4.8.2 PARTITION
Final digital model selected to be built
236
237
4.8.2 PARTITION
In order to build the wall, there was a need to have a back structure that would support the wall components, we decided to use a piece of foam, of 10 cm width, to CNC the shape of the back wall and design a plug-in system to attache each component to this back foam wall
238
239
4.8.2 PARTITION
CNC process
240
4 MINS
241
4.8.2 PARTITION
12
8
7
Waves
Bumps
1
Waves
6
Non-Texture
3
Waves
11
242
Non-Texture
Non-Texture
Partition Point logic
243
4.8.2 PARTITION
12
12
12
12 7
7
1
8
1
1
6
6
6 3
3 3 3 3
3
11
8 6
3 3 3
11
1
11 6
8
3 6
3
3
3 11
7
7
3
3
1
8
1 7
12
8
1
8
1
7
1
12
3 3
11
11 1
3
11
1 1
Partition building layout
244
Partition components per number
Partition Component-to-Point logic
245
4.8.2 PARTITION
CoRncrete casting tests The mixtures of different sizes of aggregates are poured in the different mold with the same but optimal ratio 5:1:1.
Component number: 1 Aggregates size: Heating time:
Component number: 8
0.1mm
1.2mm
10min
16min
0%
100%
Success rate :
Component number: 6
Heating time: Success rate:
0.1mm
1.2mm
10min
16min
0%
100%
Component number: 15
Aggregates size: 0.1mm
1.2mm
10min
16min
0%
100%
Heating time:
Aggregates size:
0.1mm
1.2mm
10min
16min
0%
100%
Heating time:
Success rate :
246
Aggregates size:
Success rate:
Component number: 13
Component number: 7
Aggregates size:
Aggregates size: 0.1mm
1.2mm
10min
16min
0%
100%
Heating time:
Heating time:
Success rate :
Success rate :
Component number: 3 Aggregates size: Heating time: Success rate :
0.1mm
1.2mm
10min
16min
0%
100%
Component number: 2
0.1mm
1.2mm
10min
16min
0%
100%
Aggregates size:
0.1mm
1.2mm
10min
16min
0%
100%
Heating time: Success rate :
247
4.8.2 PARTITION
CNC milling process
248
Finished Product
249
4.8.2 PARTITION
Partition building diagram
7
11
1
8
12
Component numbers 250
3
6
Facade application 251
4.8.2 PARTITION
Prototype displayed in gallery setting
252
Prototype displayed in gallery setting
253
4.8.2 PARTITION Further wall configuration through time
254
255
4.8.2 PARTITION
256
257
4.8.2 PARTITION
Wall installed at Barbican exhibition
258
Sharing fabrication process
259
Project display case
260
CoRncrete workshop
261
4.8.3 VERTICAL TRANSITION
TYPE_A LAYERED / ITERATION_
262
jawbreaker column stairs i: component_stairs_A edge tiered edge i: component_edge_A edge ii: component_edge_B wall tiered wall i: component_scale_B wall ii: component_scale_C
263
4.8.3 VERTICAL TRANSITION
TYPE_B JAWBREAKER / ITERATION_i
264
jawbreaker column stairs i: component_stairs_A edge tiered edge i: component_edge_A edge ii: component_edge_B wall tiered wall i: component_scale_B wall ii: component_scale_C
265
4.8.3 VERTICAL TRANSITION
TYPE_C HYBRID / ITERATION_
266
jawbreaker column stairs i: component_stairs_A edge tiered edge i: component_edge_A edge ii: component_edge_B wall tiered wall i: component_scale_B wall ii: component_scale_C
267
4.8.3 VERTICAL TRANSITION
Vertical system study
268
Plinths and vertical system studies
269
4.8.3 VERTICAL TRANSITION
Vertical transition/ digital design process
270
Material and color variation
271
4.8.3 VERTICAL TRANSITION
Floor transition showing material and color variation
272
273
4.8.3 VERTICAL TRANSITION
274
Floor to Ceiling Transitions Iteration _II
275
4.8.3 VERTICAL TRANSITION
276
Floor to Ceiling Transitions Iteration _II
277
4.8.4 MAIZE STAIRS
Maize Stairs We took the same three types of logic from the wall designs and developed it into a more 3-dimensional language, incorporating a solid architectural element : the staircase.
278
ii.
i.
iii.
279
4.8.4 MAIZE STAIRS
We explored many different preliminary staircase designs to achieve a certain balance between weight and transparency as well as standard building members alongside CoRncrete units.
280
281
4.8.4 MAIZE STAIRS
~~CORNCRETE
282
STAIRCASE~~
283
4.8.4 MAIZE STAIRS
284
285
4.8.4 MAIZE STAIRS
286
287
4.8.4 MAIZE STAIRS
288
289
4.8.4 MAIZE STAIRS
TYPE_A SCATTER / ITERATION_N
290
stairs scatter stairs i: component_stairs_A stairs ii: component_stairs_B stairs iii: component_stairs_C edge scatter edge i: component_edge_A edge ii: component_edge_B wall scatter wall i: component_catchment_A wall ii: component_scale_A
291
4.8.4 MAIZE STAIRS
TYPE_C TIERED / ITERATION_i
292
stairs tiered stairs i: component_stairs_A edge tiered edge i: component_edge_A edge ii: component_edge_B wall tiered wall i: component_scale_B wall ii: component_scale_C
293
4.8.4 MAIZE STAIRS
TYPE_B ATTRACTOR / ITERATION_i
294
stairs attractor stairs i: component_stairs_A stairs ii: component_stairs_C edge attractor edge i: component_edge_A wall attractor wall i: component_scale_B wall ii: component_scale_A wall iii: component_catchment_A
295
4.8.4 MAIZE STAIRS
attractor zones scatter catchment
attractor zones scatter catchment
attractor zones scatter catchment
attractor zones scatter catchment
attractor zones scatter catchment
attractor zones scatter catchment
Staircase Assembly Variation logics 296
density type scatter
density type scatter
density type scatter
density type scatter
density type scatter
density type scatter
Railings Assembly Variation logics 297
4.8.4 MAIZE STAIRS
298
when architecture becomes object contextless ................................................................................. how do you connect it back to reality? 299
4.8.5 CATENARY STRUCTURES
Vault - shape studies
300
301
4.8.5 CATENARY STRUCTURES
Vault - shape studies
1
2
3
4
5
Form diagram 302
Force diagram
Wireframe
Color analysis 303
4.8.5 CATENARY STRUCTURES
Dark Camoflauge
Centre Concentrated
304
Light Camouflage
Dark Centre Concentrated
Regional Division
Regional Division II
Half n’ Half
Half n’ Half Concentrated
305
4.8.5 CATENARY STRUCTURES
Centre Concentrated
306
Component 8
Component 1
Compressive force analysis
Component 4
Component 7
Component 5
Form diagram
Force diagram
307
4.8.5 CATENARY STRUCTURES
Contextual integration
308
User Experience
309
4.8.6 MICROWAVE ARMY
This proposed multi-disciplinary system enables patrons to contribute to the design of civic structures through the active participation of learning to fabricate their own units. The microwave is a revolutionary architectural tool that is easy to use and widely available, making it a perfect tool to allow for quick customization on the fly, no matter what context.
310
fabrication method
DIY fabrication
end design
QUICK construction
Design feedback
311
4.8.6 MICROWAVE ARMY
LOCAL ribution
LOCAL DIY distribution fabrication
DIY LOCAL brication ribution
QUICK LOCAL DIY construction distribution fabrication
LOCAL DIY ribution brication
LOCAL DIY QUICK distribution fabrication construction
312
DIY QUICK fabrication construc
~~MICROWAV
DIY QUICK fabrication construc
DIY QUICK fabrication construc
LOCAL DIY distribution fabrication
VE ARMY~~
DIY QUICK fabrication construction
LOCAL DIY distribution fabrication
DIY QUICK fabrication construction
LOCAL DIY distribution fabrication
DIY QUICK fabrication construction
313
4.8.6 MICROWAVE ARMY
Distribution Systems [ready-made packages] [amount of material]
water
coRncrete package
sand corn starch
Design
314
Mold
Unit
Unit
Manufacture
Manufacture
Assembly
Assembly
315
4.8.6 MICROWAVE ARMY
Unit Customisation [community involvement] [plug-in components] [makeshift, on-the-fly]
316
make
LOCAL LOCAL distribution distribution LOCAL distribution
local distribution
arrange
DIY DIY fabrication fabrication DIY fabrication
DIY fabrication
plug-in
QUICK QUICK construction construction QUICK construction
rapid construction time
317
4.8.6 MICROWAVE ARMY
Aggregation Study growth of structure throughout time citizen-developed plug-in units
318
319
4.8.6 MICROWAVE ARMY
320
Pixelated Pavilion initial proposal for small-scale community-led intervention
321
4.8.6 MICROWAVE ARMY
322
Pixelated Pavilion showing early concepts of massing and programme organization 323
4.8.6 MICROWAVE ARMY
324
Pixelated Pavilion showing the conceptual framework of community DIY involvement and civic participation 325
4.9 FURTHER CORNCRETE APPLICATIONS AND SYSTEMS
326
327
4.9 FURTHER CORNCRETE APPLICATIONS AND SYSTEMS
Plinth and Column study
328
00 00 00.00
00 01 00.00
00 04 00.00
00 05 00.00
00 02 00.00
00 03 00.00
00 06 00.00
00 07 00.00
329
4.9 FURTHER CORNCRETE APPLICATIONS AND SYSTEMS
330
331
4.9 FURTHER CORNCRETE APPLICATIONS AND SYSTEMS
332
333
4.9 FURTHER CORNCRETE APPLICATIONS AND SYSTEMS
334
335
4.2.6 FURTHER CORNCRETE APPLICATIONS AND SYSTEMS
To further push the architecture, we began to explore the shortest path script that could wrap around the packing octahedrons to serve as secondary structure and also as a dynamic sprawling spatial grid.
Shortest Path Scaffold
336
337
4.2.6 FURTHER CORNCRETE APPLICATIONS AND SYSTEMS
branching abstraction
338
detail of unit catchment
shortest path scaffold on a column design
semi-solid octahedron lattice column
339
4.2.6 FURTHER CORNCRETE APPLICATIONS AND SYSTEMS
Hybrid System Scaffolding plug-in
aperture
340
Future Possibilities Architecture Elements
staircase
horizontals
341
4.2.6 FURTHER CORNCRETE APPLICATIONS AND SYSTEMS
342
staircase digital design study
343
344
CHAPTER 5. ARCHITECTURE SPECULATION
345
5.1 CORNCRETE + BRANCHING FACADE SPECULATION
To accommodate the hybrid system of the shortest path and truncated octahedron packing, we tested the script in a traditional townhouse that could be found in London. This type of system showcases a new paradigm of facade construction methodologies and design.
346
347
5.1 CORNCRETE + BRANCHING FACADE SPECULATION
infill site
levels
filled structure
add-on balconies
ISOMETRIC VIEW: GROWTH FACADE STUDY UNITS CAN BE BAKED AND ADDED OVER TIME DEPENDING ON TIME RESTRAINTS AND PATRONS’ PREFERENCES
348
scaffolding
base units
base units
......
......
completion
349
5.1 CORNCRETE + BRANCHING FACADE SPECULATION
350
scaffolding
base build-up
base completion
add-on balconies
ELEVATION VIEW: GROWTH FACADE STUDY UNITS CAN BE BAKED AND ADDED OVER TIME DEPENDING ON TIME RESTRAINTS AND PATRONS’ PREFERENCES
351
352
353
5.1 CORNCRETE + BRANCHING FACADE SPECULATION
EXPLODED AXONOMETRIC GROWTH FACADE STUDY UNITS CAN BE PERSONALIZED AND BUILT TO INDIVIDUAL TIME PREFERENCES OR PROGRAMMATIC SPATIAL REQUIREMENTS SHELF
BOAT
354
CORAL
BOAT SPIKE
SPIKE
SMOOTH
BASE
BASE
WAVE
BRANCHING
355
356
357
358
359
5.1 CORNCRETE + BRANCHING FACADE SPECULATION
The CoRncrete aggregations displayed here are fabricated and installed by the community members. Some of the units are even hosting microbial and flora growth. The microwave army has invaded the neighborhood!!
360
361
5.2 ZOOMED-IN FACADE DETAIL SPECULATION
furniture condition
362
elevation
external
potential facade exploded view
363
5.2 ZOOMED-IN FACADE DETAIL SPECULATION
364
Final
facade detail piece to be built
reconfigurable installation
window detail acts as bottom sash and bench
365
5.2 ZOOMED-IN FACADE DETAIL SPECULATION
366
Final
facade detail piece to be built 367
5.2 ZOOMED-IN FACADE DETAIL SPECULATION
Components to be used for the facade detail
boat component spike+coral component shelf component half component smooth component
base component
connection pieces: metal tube
368
Connection system
metal tube
structural system: metal tube connection piece
point grid to be filled with components
369
5.2 ZOOMED-IN FACADE DETAIL SPECULATION Early facade detail studies
Generation of flat surfaces out of previously designed components
370
Spatial grid design on facade detail studies
truncated octahedron spatial grid detail
truncated octahedron spatial grid could be less controlled
371
5.2 ZOOMED-IN FACADE DETAIL SPECULATION
Final facade piece exploded view
Components #
0
372
10
5
4
1
16
Final facade piece views
component’s contrast
outer facade
inner facade
373
5.2 ZOOMED-IN FACADE DETAIL SPECULATION
374
Details views
375
5.2 ZOOMED-IN FACADE DETAIL SPECULATION
376
377
CHAPTER 6. REFERENCES
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1. “Army Ants Build Living Bridges.” EarthSky. Accessed October 29, 2018. https://earthsky.org/earth/army-ants- build-living-bridges. 2. “A brief description of the Corn Starch Production Process.” HLAgro. 2016. Accessed November 11, 2018. https: hlagro.com/blog/a-brief-description-of-the-corn-starch production-process. 3.Boyer, Mark. “Philip Ross Molds Fast-Growing Fungi Into Mushroom Building Bricks That Are Stronger than Concrete.” Inhabitat Green Design Innovation Architecture Green Building. Accessed October 29, 2018. https://inhabitat.com/phillip-ross-molds-fast-growing- fungi-into-mushroom-building-bricks-that-are-stronger- than-concrete/mushroom-furniture-5. 4. “International corn production, 2019.” Statista. Accessed December 09, 2018. https://www.statista.com/ statistics/254292/globalcorn-production-by-country/. 5. Kulshreshtha, Y. “CoRncrete: A Bio-based Construction Material.” TU Delft Repositories. January 01, 1970. Accessed December 11, 2018. https://repository. tudelft.nl/islandora/object/uuid:0919b058-4499-493f- b024-88c948ade7ff?collection=education. 6. Nag, Oishimaya Sen. “World Leaders In Corn (Maize) Production, By Country.” World Atlas. March 11, 2016. Accessed December 11, 2018. https://www.worldatlas. com/articles/world-leaders-in-corn-maize-production-by- country.html. 7. “Polyomino.” Plethora Project. USC School of Architecture. Accessed November 29, 2018. https://www.plethora- project.com/polyomino-1. 8. Roche, Fracoise. "Thebuildingwhichneverdies." Practice as Lifespan. Accessed December 09, 2018. https://new- territories.com/twhichnecrose.htm. 9. Tan, Man Tak. “Perpetual Architecture.” Thesis 2015-2016. September 30, 2015. Accessed December 09, 2018. http://thesis.arch.hku.hk/2015/2015/09/30/ perpetualarchitecture/. 10. “The Environmental Impacts of Concrete.” Greenspec. Accessed December 11, 2018.http://www.greenspec. co.uk/building-design/environmental-impacts-of-concrete/.
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