GREEN RE-ARTICULATES RED Ground and Daylight transformations of the French Communist Party HQ
ARTHUR MAMOU-MANI Fifth Year Diploma Project at The Architectural Association Diploma Unit 2 - 2007/2008 Tutors : Anne Save de Beaurecueil, Franklin Lee
GREEN RE-ARTICULATES RED Ground and Daylight transformations of the French Communist Party HQ
ARTHUR MAMOU-MANI Fifth Year Diploma Project at The Architectural Association Diploma Unit 2 - 2007/2008 Tutors : Anne Save de Beaurecueil, Franklin Lee
Green Re-Articulates Red Table of Content
7. PROJECT DEVELOPMENT 1s t M 1. 5 ay, P
aris -Cir . S u , 1 n cle Rad -Driv en 3h00 i us C
om pon ent
1. CONTEXT Proje ction Axis 2. 3. Grid Dens ity
- HS p - VSp acing acing
P1 P2 P3 P4 P5 P6 P7 P8
: : : : : : : :
1.1. 1.2. 1.3. 1.4. 1.5. 1.6. 1.7. 1.8.
Oscar Niemeyer’s Architectural Intention Manifesto PCF’s Current Situation “Under the Pavestone: The Beach!” Current Political/Ideological Context in France Environmental and Circulatory Flows in Existing Building Initial Urban Study Panorama Photographs Existing Site
2. ENVIRONMENT P9 P10 P11 P12
: : : :
P13 P14
: :
P15 P16 P17
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2.1. 2.2. 2.3. 2.4.
2.5.
Study of the Parisian Climate Study of the Local Solar Conditions Environmental Measures in the Existing Building Case Study : The Esplanade Theatres in Singapore 2.4.1. Geometrical and Construction Logic 2.4.2. Environmental Simulations Defining a Component 2.5.1. Geometry and Varying Parameters 2.5.2. Environmental Constraints 2.5.3. Behaviour on Different Surfaces 2.5.4. Sun Testing
0 17h0 aris , ay, P 1s t M ing Open 2. 2. horPoint - Anc pn O - Dist
P34 P35 P36 P37
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P38 P39 P40
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P41 P42
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7.1. 7.2. 7.3. 7.4.
Schematic Plan of Intervention Schematic Perspective Front Elevation Associative Model for the Facade Intervention 7.4.1. Symbolic Diagram 7.4.2. Geometry 7.5. Sun Simulation 7.6. Early Proposal 7.6.1. Schematic Plan 7.6.2. Rendering 7.6.3. Front Elevation
8. STRUCTURAL ANALYSIS P43 P44 P45 P46
: : : :
8.1. 8.2. 8.3. 8.4.
Front Front Front Front
Staircase Surface 1 Staircase Surface 2 Facade One Element Facade Whole Surface
9. SUN SIMULATION BELOW THE DEMOCRATIC GROUND 3. CIRCULATION P18 P19
: :
3.1. 3.2.
P20 P21 P22
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3.3.
Circulation Through the PCF Ground Condition Chart 3.2.1. Separated Grounds/Ramps/Grounds 3.2.2. Grounds 3.2.3. Barriers/Articulating Accessibility Case Study of the Pompidou Center
4. PROTOTYPE P23 P24 P25 P26
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4.1. 4.2. 4.3. 4.4.
Plan Sections and Elevations Environmental Simulations Pictures
5. INTERVENTION STRATEGY P27 P28
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P29 P30 P31
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5.1. 5.2.
Intervention Strategy Diagram Using the Right Component 5.2.1. Axonometry and Fabrication 5.2.2. Assembled Component 5.2.3. Structural Simulations 5.2.4. Assembly drawing of On-Site Component
6. EXISTING BUILDING P32 P33
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6.1. 6.2.
Understanding the Construction Logic Analysis of the Building’s Structure
P47 P48 P49
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9.1. 9.2. 9.3.
January 21 / Mid October July 12 / Mid June May 1st / Mid August
10. DRAWINGS P50 P51 P52 P53 P54 P55 P56
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10.1. 10.2. 10.3. 10.4. 10.5. 10.6. 10.7.
Roof Plan in Urban Context Roof Plan Common Floor Plan Ground Level Plan Section A Section B Section C
11. RENDERINGS P57 P58 P59
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11.1. View towards the Democratic Ground 11.2. View towards the Communist Art Gallery 11.3. View towards the back of the building
12. PHYSICAL MODEL P60 P61
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12.1. View towards the Democratic Ground 12.2. View towards the Gallery
Green Re-Articulates Red 1.1. Oscar Niemeyer’s Architectural Intention Urban context, relationship with the site and surrounding buildings
Initial Statement and sketches by Oscar Niemeyer:
“Occupy the site as little as possible, Make the city breathe a little and a free and creative Architecture will arrise. This what concrete asks for.”
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Monolithic and Articulated Left: The Monolith on the Pedestal, picture of the PCF Headquarter Right: The articulated aluminum panels reflecting light within the dome
Green Re-Articulates Red 1.2. Manifesto
I. The Historical Context The Party Communiste Francais (PCF) Headquarters, located in the poor and multi-cultural 19th arrondissement of Paris, was designed in 1970 within three days by Oscar Niemeyer while in exile from the Brazilian dictatorship. The architect celebrated in 2007 his hundredth birthday and now describes this building as the closest to his heart. At the time of his first sketches, while the rest of the world was in the midst of the cold war, the PCF was the second most important political party in France scoring 20 percent during the presidential election. Most of French and Parisian philosophers, writers, poets and painters of this period like Jean-Paul Sartre, Albert Camus, Pablo Picasso, Paul Eluard and Andre Breton were members of the party and were donating some of their art pieces to it. In the latest presidential elections, the PCF scored two percent which is ten times less than fourty years ago. Since parties are financed by the state proportionally to their result to elections, the PCF is facing a major crisis that led its leaders to have its wide artistic and real estate asset to be re-evaluated (images 1.). Two levels of the 50 million Euros building will be rented to private companies sharing the PCF’s ideology. The cost of the maintenance is so high that the building had to be listed so as to receive subsidies from the state. This procedure freezes any kind of changes to a building that was initially designed by Niemeyer to accommodate “future modifications”. Similarly to its newly listed headquarter, the Stalinian French Party is frozen in its own past. Communism rhymes in people’s head with U.S.S.R.’s infamous Gulags, bureaucracy and dictatorship. Capitalism has now won the war and individualism has also crushed the beautiful idea of solidarity which initially gave birth to an ideology that has proven to be impossible to apply to reality. The tensed political context of 1970 could explain why this building is often qualified as a “bunker” and today this opacity and monolith-like features amplifies the negative historical echo of communism in people’s mind. Designed to “make the city breath” with an open park as a base, the site has now been surrounded by fences going against Niemeyer’s idea of a democratic building: an Architecture for people. Yet, the PCF building is one of Parisians favourite buildings, the luminous white dome covering the congress room never leaves passer-bys indifferent. The sensuous curves inspired by Brazilian women and Rio’s topography bring gentleness and warmth to the neighbouring inhabitants of this poor and grey district.
Communism in different forms Left: “Thank you Kim Jong Il” written by well disciplined crowds during Arirang Festival in communist North Korea. Right: Anti-Liberal protest in London during the European Social Forum
New Opportunities Left: Existing market on Bd. De La Villette Right: Fair trade label
II. The Opportunities At the end of this year, the PCF will be holding a crucial meeting about its renewal. As a matter of fact, the world has drastically changed since 40 years: ecology is now one of the main concerns, western economy is mainly service driven and delocalise its production force to the south hemisphere where wages are cheap and unions inexistent (Fair Trade image 3). One could say that the industrial revolution and its resulting working/leading class struggle is now transformed into a southern/northern hemisphere struggle. Communism that was once state driven and hyper-centralised has been taken over by the internet generation thus changed into a world wide rhizomatic anti-capitalist organisation (images 2.) As a French and Parisian Architecture student in a “voluntary exile” to England sensitive to both Niemeyer’s building and ideology I would like to lay down this one hypothesis and develop it throughout my year long project:
Politics and Art : Old and New Posters of propaganda
Could Architecture be part of the PCF’s renewal ? In between the act of “Re-Branding” the party and offering a new public ground connecting the party to the people, How can Architecture represent the idea of a new and different communism? Emphasizing interaction vs. traditional passive experience when designing a space for art Left: Trying to see the Mona Lisa in the Louvre Right: Designing for an art piece, Richard Serra in the Guggenheim Bilbao
Transforming society from industrial to service oriented Left: Image from Charlie Chaplin “modern times” showing the alienating aspect of mass production Right: Manufacturing different facade panels for the Zollhof Towers using customized CNC milled Styrofoam as moulds.
Gilles Deleuze (1925-1995) opposes totalitarian and fascist systems (hierarchical) to groups organized as Rhizomes with “no end and no beginning”. Left: tree structure Right: Networked structure or Rhizome
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Green Re-Articulates Red 1.3. PCF’s Current Situation
Le Figaro cover story, “financial Crisis for the PCF”, 11th November 2007
El Pais front page “Communist assets for sell”, june 2007
Bankruptcy for the PCF ? By Katell PRIGENT LeJDD.fr The political crisis that faces the PCF could have as a consequence a financial crisis. Last week. Le Monde was announcing the possibility for the PCF to sell his artistic and real estate assets. The rumour has been denied by the communist leaders who however recognize the “delicate situation” in which they currently are. I am talking about a period that people under twenty. It was in 1969, the PCF candidate to the presidential elections, Jacques Duclos scored 21.27% of the votes. USSR was donating one million dollar yearly. Thirty years late, the candidate Marie-George Buffet has fallen under 2%. And the finances of the Party only rely upon itself. Mechanically, the political crisis transforms itself into a financial crisis. The accounting results for 2006 have a surplus of 340000 Euros and the Party receives 6 million euros every year from its 90000 subscribers. But the 4.6 million Euros expenses of the presidential campaign have only been reimbursed for 800000 Euros similarly for Robert Hue in 2002 with his score of 3.37%. [...] According to the status of the PCF, the elected politicians have to give their salary to the party. In 2005, it is more than half the budget that was covered by the salaries of the 12000 communist politicians. Since recent years, this tradition is not respected anymore and they often keep this money to themselves [...] Last week Le Monde mentioned the possibility for the PCF to sell not only their artistic assets but also its headquarter in the 19th arrondissement in Paris. The building on the Place du Colonel Fabien, conceived in 1971 based on Brazilian Architect Oscar Niemeyer was listed as a historical monument last March. Tuesday the Party gathered the press to deny this rumour that seemed quite credible. “We are not on the edge of bankruptcy yet our financial situation is quite tensed” has declared the financial advisor Jean-Louis Frostin. “I can see your cameras filming the Fabien’s cupola, let me reassure you: She is not for sell” said the PCF spokesman Olivier Dartignolles to the journalists. [...] “None of the art pieces that been given to us throughout the year has been evaluated” explained Jean-Louis Frostin
Oscar Niemeyer, rr, meeting the Secreteray of the PCF Georges Marchais in 1977
L‘humanité (communist newspaper) Interviews of Oscar Niemeyer 10th january 2007 How can an architect help to transform the world? O.N. He can fight for a society more fair and more united [...] A young man that protests in the street against the world’s injustice does a better job than mine and the journalists to whom i say that are astounded. Is your commitment to communism still the same ? O.N: I am happy, i am still on the same path. I went out of school and my family was from the bourgeoisie. My grand-father was minister of the Supreme Court in Brazil. I immediately understood that things should be changed. The path is the Communist Party. I entered the Party and stayed there till today, following every moment, good or bad that life imposes. When i speak about Architecture i always say that life is more important than Architecture, Architecture does not change anything, life can change things much more than it. I constantly say it to my colleagues or students: it is not enough to come out from school to be a good architect. One should first know men lives, their misery, their suffering to fully produce Architecture, to create. The most important is to be a man that manages to understand life and one must understand that it s essential to change the world. We seek for coherence. Every Tuesday, we organise in my office a meeting between students, intellectuals, scientists, writers, we exchange philosophical reflexions, political thoughts, on the world, we want to understand life, change life, change human beings.
P3
Green Re-Articulates Red 1.4. “Under the Pavestone: The Beach!” The year 2008 marks the 40th anniversary of the May 68 events. It is also the year Nicolas Sarkozy was elected after saying in one of his speaches that he will end the “spirit of 68”. The May 68 protests were initiated by Parisian students against their University’s political bureaucracy. What started as a local conflict quickly developed into a nation-wide rebellion against any form of authority. This explosion from the French youth had multiple causes and was quite confusing as to what were the overall aims but its most interesting by-product happened on an artistic and social level: May 68 gave birth to a sense of anti-authoritarianism not only in the social area in which it broke the barrier that allowed my parents to meet but it also made everyone an artist. The youth, helped by the rebellious Beaux-Art students, will create half consciously a series of art interventions using graffiti, posters and slogans amongst which the very popular: Under the Pavestone, the beach. It is not a surprise that art movements such as the Surrealists and the Situationists happened around the same time and place nor is it a coincidence that Deleuze and Guattari wrote their book Capitalism and Schizophrenia soon after it. What links all this together is the rejection of hierarchical systems of all kind. It is the desire to discover life through your own means and not through someone else’s predefined codes. May 68 was a far-left movement, yet it rejected the Stalinian authority and the French Communist Party who supported it. One cannot re-design the headquarters without understanding this clash between a communism which came from the people and one which was a tyranny. The strong poetic and political character of wanting to look beneath the pavestone could be associated to Dali’s surreal desire of lifting the sea or the complete enwrapping of urban and natural features by Christo and Jean-Claude. When dealing with the PCF both as a Party with a heavy past but also as a monolithic building, an Architect which had to design its extension would be tempted to use the same analogy and try to lift the drape...
Barricades in Paris during May 1968
© Roger-Viollet
Salvadore Dali “Myself at the Age of Six when I Thought I Was a Girl Lifting with Extreme Preaution the Skin of the Sea to Observea Dog Sleeping in the Shade of the Water” (1950)
Christo and Jean-Claude Wrapped Coast, One Million Square Feet, (Little Bay, Australia 1968-69)
Christo and Jean-Claude Wrapped Reichstag, Berlin, 1971-95 P4
Green Re-Articulates Red 1.5. Current Political/Ideological Context in France
"In this election, we’re going to find out if the heritage of May 68 is going to be perpetuated or if it will be liquidated once and forever." Nicolas Sarkozy, President of France. Paris Campaign Rally, May 1st 2007
Nasser Nasser/AP
Serge Hambourg
"Without the freedom and open-mindedness we gained with May 68 I would have never been able to marry my husband who came from a completely different social background than me.
Chantal Mamou-Mani, my mom, “Si Mai 68 M'Etait Conté”
“Be Young and Shut Up”
“Workers Peasant Unity”
“No to Bureaucracy”
“May 68, Beginning of a Long Lasting Struggle”
“No Dialog with the Police State”
“Stop the deportation of our foreign comrades”
“Participation”
“Back to Normal”
May 68 Poster by Atelier Populaire
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Green Re-Articulates Red 1.6. Environmental and Circulatory Flows in Existing Building
View from Boulevard de La Villette - The Monolith on its Pedestal Niemeyer’s intention of having a democratic park which would be connected to the city is completely lost as a barrier prevents anyone from entering, leaving a small gated entrance which few people use.
Currently, as there is only one entrance controlled by an interphone, passer-bys do not realise that they could get in therefore starring at the building the fences. The circulation only occurs between this one entrance and the main entrance on the ground level leaving other spaces unused.
View from Rear - The Overheated Facade Nyimeyer’s intention of “not occupying the site too much” led to a dead space at the rear of the building. The teinted southern facade is also overexposed to solar radiation.
The staircase above is the only access the rear of the building. Its access from the street is locked and even though it is possible to go there, no one does it and it remains completely empty. The neighbouring building inhabitants could have access to this area but they are separated from it by a wall.
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Green Re-Articulates Red 1.7. Initial Urban Study
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Green Re-Articulates Red 1.8. Panorama Photographs Existing Site The remarquable view over Paris on the PCF’s roof and the Insalubrious neighbouring building two of the most important contextual factors which should influence the design: - Similarly to the ground, the roof is unused yet designed to be Public. - If destroyed, the neighbouring buildings will leave an empty site which could be an opportunity to give the PCF back its original Architectural intentions
From the roof towards South
From the roof towards South looking down Insalubrious buildings in red
110-114 Boulevard de La Villette
Place du Colonel Fabien From the roof
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Green Re-Articulates Red 2.1. Study of the Parisian Climate MONTHLY DIURNAL AVERAGES - Paris
The graph on the right (Monthly Diurnal Average) is showing the average temperatures in relation to direct and diffuse radiations and comfort zones. Paris average temperatures are mainly located under the comfort zone between October and April (blue zone). Direct Solar radiation could help heating up a building but is not convenient for usual activities within the building and the use of too much glass could result in great heat loss. Between the month of April and October a great proportion of the average temperature are located above the comfort zone. During this period the direct solar rays should be blocked, mainly in the middle of the day. Below are the extremes - Brightest day, most overcast day, hottest day and coldest day. The brightest day (the one with the most direct solar radiation) is not the hottest day. Still the temperatures reach 27°C that day. During the hottest day the solar radiation reaches 0.5 kW/m² while in the brightest day, the radiations reaches 0.75 kW/m². Reducing the amount of direct radiation will help cooling the building but also allowing cross ventilation. On the contrary Wind should be stopped during the most overcast and coldest day as it reaches very high values.
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Comfort : Thermal Neutrality Average diurnal temperature below the confort zone - Heat required Average diurnal temperature in the confort zone - No intervention Average diurnal temperature above the confort zone - Cooling required
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DAILY CONDITIONS - 12th July - Hottest Day
DAILY CONDITIONS - 6th January - Most Overcast Day
DAILY CONDITIONS - 25th June - Brightest Day
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Brightest Hour 13:00 Direct radiation: 750 W/m² Temperature: 25.6 °C
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Hottest Hour 15:00 Temperature: 29.7 °C Direct solar radiation: 493 W/m²
Most Overcast Day Average Direct Radiation: 0%
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Coldest Hour 07:00 Temperature: -6.2 °C Radiation: 0 W/m²
Stereographic Diagrams Location: 48.8°, 2.4° Sun Position: -178.9°, 18.5° HSA: -178.9° VSA: 161.5°
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Time: 13:00 Date: 25th Jun Dotted lines: July-December.
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Location: 48.8°, 2.4° Sun Position: 103.4°, -15.4° HSA: 103.4° VSA: -130.1° Time: 07:00 Date: 21st Jan Dotted lines: July-December.
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Location: 48.8°, 2.4° Sun Position: -126.2°, 53.7° HSA: -126.2° VSA: 113.4° Time: 15:00 Date: 12th Jul Dotted lines: July-December.
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Location: 48.8°, 2.4° Sun Position: -176.2°, 64.6° HSA: -176.2° VSA: 115.4°
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Green Re-Articulates Red 2.2. Study of the Local Solar Conditions Daily Sun-path Diagram 21st January - 12th July
Shadow Mapping 21st January (Coldest Day)
Shadow Mapping 12th July (Hottest Day)
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Pictures of the Eastern Side of the Building: Taken on Monday 22nd October 2007 at 11:00.
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1. Direct Sun on the facade 2. 3. The sun hits the facade, the users added curtains. 4. Protection from the central core 5. Protection from the surrounding walls
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14 10
15
12 13
11
14 10
15
16
16
17
17
09
09 18
18
19
19
17 240°
255°
285°
270°
300°
31 5°
08
20
08
20
16
225°
31 5°
09
1 35°
15
300°
07
09
12
285°
10
06
1 50°
255°
1 80°
30° 10
17 240°
21 0°
1 95°
1 5°
1 80°
08
20
16
225°
345°
21 0°
10:00
1.
90° 1 05°
14
14
1 5°
06
1 65°
16
13
345° 07
1 05°
11
330°
10
75° 1 20°
14
31 5°
09
1 35°
13
300°
1 80° 45°
11
285°
270°
1 95° 30°
1 50°
17 240°
21 0°
06
1 65°
08
20
16
225°
N N 07
1 95°
330°
225°
345°
21 0° 07
1 95°
255°
285°
270°
300°
31 5°
330°
345° 1 5°
1 80°
30°
30° 06
06
1 65°
45°
1 50°
NN 07
1 95°
1 5°
1 80° 10
240°
21 0°
N N
60°
1 65°
45°
1 50°
60°
09 1 35°
1 35°
75° 1 20°
75° 1 20°
90°
90° 1 05°
1 05°
11:00
12 13
19:00
11
14 10
15
12 13
16
17
11
14 10
15
16
17
09
09
18
18
19
19
14
13
15
12
08
20
16
225° 11
17 240°
255°
285°
270°
2.
300°
31 5°
08
20
330°
225°
345°
21 0° 07
1 95°
255°
285°
270°
300°
31 5°
330°
345° N N 07
1 95°
1 5°
1 80°
1 5°
1 80°
30° 10
240°
21 0°
N N
30° 06
06
1 65°
45°
1 50°
60°
1 65°
45°
1 50°
60°
09 1 35°
1 35°
75° 1 20°
75° 1 20°
90°
90° 1 05°
1 05°
12:00
12 13
20:00
11
14 10
15
12 13
17
11
14 10
15
16
16
17
09
19
19
14
13
15
12
17 240°
255°
270°
285°
300°
31 5°
08
20
08
20
16
225° 11
09
18
18
330°
225°
345°
21 0° 07
1 95°
255°
270°
285°
300°
31 5°
330°
345°
30° 06
06
45°
1 50°
1 5°
1 80°
30°
1 65°
N N 07
1 95°
1 5°
1 80° 10
240°
21 0°
N N
60°
1 65°
45°
1 50°
60°
09 1 35°
75° 1 20°
90° 1 05°
Shadow Mapping 21st January from 9:00 to 17:00
1 35°
3.
75° 1 20°
90° 1 05°
Shadow Mapping 12th July from 6:00 to 20:00
4.
5. P10
Green Re-Articulates Red 2.3. Environmental Measures in the Existing Building
N
Environmental Measurements in the PCF - Thursday 24th January 2008 from 8h40 to 18h00 2008
345°
View From Office 1
1 5°
330°
The Dome provides Reflexion to the entire building. It is a light in itself. It raises the question of light diffusion through global shapes.
30°
31 5°
45°
J J
300°
60° A
M
office 1
office 2
285°
75° S
A
270°
90° O
View Of Office 1 M
On the left of the image, the door leads to another office. Those circulations are rarely used and could be a good opportunity for creating a buffer zone.
255°
1 05° N F 240°
09 D
17 J
1 20°
9
10 10
1166 225°
1 35°
11
1 15 5
11 1 41 4
12 12
13 13
21 0°
1 95°
1 50°
1 65°
1 80°
Plan View of the Measured Level Sun Path Diagram indicating the 24th January
Left: View Of Office 1 The Ceiling is tilted to follow the structure. On the left is one of the movable and integrated furniture the Niemeyer designed.
13 1142 13 12 14
1151 11 15 1160 10 16
17 09
Right: View of Office 2
9 1 8 0 °1 19 65°
1 15 0 ° 2
225° 1 35°
J
2 4 0 °D1 2 0 °
F
N
2 5 5 ° 1 0 5 °M
O 270° 90°
20000
1000
18000
900
16000
800
14000
700
12000
600
10000
500
Office 2 measure 1
8000
400
Office 2 measure 2
6000
300
Roof
4000
200
2000
100
Measurement of Luminosity
A
S2 8 5 ° 7 5 °
M
A 3 0 0 ° 6J 0 °
J
31 5° 45°
33300°°
31455°° N
Office 1 measure 1 Office 1 measure 2
0 08:40
Office 1 measure 1
Office 1 measure 2
Office 2 measure 1
Office 2 measure 2
0 09:00
09:20
09:40
10:40
11:00
11:20
11:40
12:50
13:10
13:30
13:50
15:00
15:20
15:40
16:00
17:00
17:20
17:40
18:00
08:40
09:00 09:20
09:40
10:40
11:00
11:20 11:40
12:50
13:10
13:30
13:50
15:00 15:20
15:40
16:00
17:00
17:20 17:40
18:00
Roof P11
Green Re-Articulates Red 2.4. Case Study : The Esplanade Theatres in Singapore 2.4.1. Geometrical and Construction Logic
Studying the Structure “The steel structure is a double-layered space frame with two directions of its triangular external grid following exactly a predefined network of rhombi with constant edge lengths of 1.5m and a third direction of lines of varying length, which enable adapting the grid to the free-form surface.” Source: The Geometrical Processing of the Free-form Envelopes for The Esplanade Theatres in Singapore (Sanchez-Alvarez J.)
Sunshades geometry Two examples of module variation keeping the geometrical constraints H represents the height of the sunshade device, it is normal to the surface defined by the rhombus L is the maximum length that can reach the device, at length L, it would cover entirely the glazing
>> In geometry, a rhombus (or homb; plural rhombi) is a quadrilateral in which all of the sides are of equal length. The diagonals of a rhombus are perpendicular to each other. See on the right for geometrical rules of a Rhombus
Square-On-Diagonal Double-Layered Grid and its polyhedral components
a2
a1
H
The geometrical rules defining of a Rhombus
L
L H
l=1.5 m
l=1.5 m
Colour Coding of the Sunshades
Source http://www.merotsk.de/uploads/tx_cwtcartoongallery/esplanade_theatres_in_s ingapore.pdf
Half a Cube-Octahedron+Diagonal 90 cm
According to the degree of horizontality or of verticality of glazing, a certain type of component is selected. Not all the components are different, the same colours represent similar components. “Except for special edge elements, the two domes required no more than twenty five different rhombic patterns”
1.50 m
External Grid Internal Grid
P12
Green Re-Articulates Red 1.4. Case Study : The Esplanade Theatres in Singapore 1.4.2. Environmental Simulations
Prorotype of the structure
North to South Section through the Lyrical theatre
Northen fragment of the structure within Singapore’s daily and annual sunpath The sun angle represented here is the 5th April at 13:00
12 11
12
13
5th April - 13:00 VSA 85.7 ° direcion North Day with the most sun radiation Test Parameters Solar Ray spacing : 1000 Bounces : 5
14
13
14
15
11
Section through the system and tested 3D sun angles Initial Ray Angle
1st Bounce of Rays 2nd Bounce of Rays 3rd Bounce of Rays 4th Bounce of Rays
15
10
16
10
16
09 9
17 17
08 8 1 20°
1 35°
1 50°
1 65°
1 80°
1 05° 1 st D e c 1 st N o v
1 95°
18 225°
7 5 °1 s t S e p
60°
18
21 0°
90° 1 st O c t
240 1 °9
1 st A u g 1 st Ju l
19 1 st Ja n 2b 55° 1 st Fe 1 st M a r
45°
270° 1 st A p r
30°
1 st M a y 285° 1 st Ju n 1 5° 300°
N
31 5° 345°
Architect’s Statement
Axonometric View showing the construction lines
Axonometric View
330°
North Elevation
The Point of this study is to Test the Structure with solar ray analysis and compare the results to the architect’s statement:
Extract from Atelier One’s Website : Design Sun Time: 1200-1300 hrs Sun Altitude Angle: 68 N “This part of the facade is exposed to the highest angle sunlight only, it incorporates the transitional zone from roof to wall.
3rd January - VSA 114.3 ° direcion South Hottest day in the year Test Parameters Solar Ray spacing : 1000 Bounces : 5
Initial Ray Angle
1st Bounce of Rays 2nd Bounce of Rays 3rd Bounce of Rays 4th Bounce of Rays
Shading overhangs are short in the wall section and extend as curve turns towards the horizontal. Views from the interior are virtually uninterrupted. Some interreflection between shading elements contributes at lower angles to the diffuse light internally. The effective shading coefficient will exceed those of either horizontal or vertical shading devices and an SC of less than 0.3 should be achieved (subject to detailed calculation)”
Atelier One Key Points:
- A set angle and attitude of the sun is being used for the design (highest angle, 1200-1300 hrs) - A relationship is instaured between the angle of the glazing and the length of the overhangs. -Inter-reflections between shading elements creates diffuse internal light at lower anlgles - Visibility is one of the paramters - 30% of the glazing is still exposed to the sun
Conclusions from the Analysis: The Northern part of the building is only threatened by rays hitting the upper surface of the structure. No inter-reflections occur within the lower part but it does happen on the upper part. The structure should be tested with lower sun ray angles. A Study should be done about the relationship between the floors and the structure. P13
Green Re-Articulates Red 2.5. Defining a Component 2.5.1. Geometry and Varying Parameters
FRONT 1
Component Geometrical and Symbolic View
CircleRadius 1m 0.5m
45° Len
gth
bsp
line
:0 13 e- y Junst Da th 25 ighte Br
Side
point02 point05[1]
Variables: CircleRadius (Radius of Circle01) = 0.5 EDGE (TValue of point06 and point07) = 0.875 (Neutral) FRONT= 90° Fixed Value: Side Length=2m
=2 m
Cur
ve0 3
CR=1m E=1 F=45°
CircleRadius
90°
CircleRadius
0-
bsplineCurve05
6 rv e0 pli ne bs
rve
06
CS01
point08 point07
bsplineCurve05
bsplineCurve04
Cu
02
on
180°
7
ne
ve0 1
e0 rv
pli
Cur
CR=1m E=1 F=135°
Cu
line
bs
ne pli
di
point09
bsp
bs
bsplineCurve07
CR=1m E=1 F=90°
135°
Cu
circle01
ti rec
point02 point05[1]
point03 point05[2]
point03 point05[2]
point06
direction02
point08
CS01 bsplineCurve06
bsplineCurve07 point09
direction02
point08
CS01
CR=1m E=1 F=180°
point09
225°
CR=1m E=1 F=225°
point01 point05[0]
270° bsp
line
Cur
ve0 2
CR=1m E=1 F=270°
Color Coding:
point04 point05[3]
Variables and Base C.S. Hidden Features Construction Features Active Features
point04 point05[3]
point05[2]
315°
point03
CR=1m E=1 F=315°
360°
CoordinateSystem
CR=1m E=1 F=360°
baseCS
Point
Point
Point
Point
point02
point04
point01
point03
G.C. Script transaction modelBased "COMPONENT" { GraphVariable
Polygon
feature CircleRadius GC.GraphVariable {Value = 0.5; LimitValueToRange = true; RangeMinimum = 0; RangeMaximum = 1; RangeStepSize = 0.0;}
EDGE
polygon02
Point
Point
Point
point05
point06
point07
BSplineCurve
EDGE
BSplineCurve
BSplineCurve
BSplineCurve
feature EDGE GC.GraphVariable {Value = 0.875; LimitValueToRange = true; RangeMinimum = 0.5; RangeMaximum = 1; RangeStepSize = 0.0;}
BSplineCurve
bsplineCurve04 bsplineCurve03 bsplineCurve02 bsplineCurve05
bsplineCurve01
CoordinateSystem GraphVariable
BSplineSurface
coordinateSystem01CircleRadius
bsplineSurface01
Direction
Circle
direction02
circle01
GraphFunction
BSplineCurve
graphFunction03
BSplineCurve
bsplineCurve07 bsplineCurve06
BSplineSurface
BSplineSurface
bsplineSurface04 bsplineSurface05
GraphVariable FRONT
Point
Point
point08
point09
feature FRONT GC.GraphVariable {Value = 90; LimitValueToRange = true; RangeMaximum = 360.0; RangeStepSize = 0.0;} feature bsplineCurve01 GC.BSplineCurve {Points = {point06,point07}; ConstructionsVisible = true; IsConstruction = false;} feature bsplineCurve02 GC.BSplineCurve { Points = {point05[0],point05[1]}; IsConstruction = false;} feature bsplineCurve03 GC.BSplineCurve {Points = {point05[3],point05[2]}; IsConstruction = false;} feature bsplineCurve04 GC.BSplineCurve { Points = {point05[3],point05[0]}; IsConstruction = false;} feature bsplineCurve05 GC.BSplineCurve {Points = {point05[2],point05[1]}; IsConstruction = false;}
feature bsplineCurve06 GC.BSplineCurve {Points = {point06,point09,point07}; IsConstruction = false;} feature bsplineCurve07 GC.BSplineCurve {Points = {point06,point08,point07}; IsConstruction = false;} feature bsplineSurface01 GC.BSplineSurface {Curves = {bsplineCurve02,bsplineCurve03}; IsConstruction = true; Visible = false;} feature bsplineSurface04 GC.BSplineSurface {Function = graphFunction03; FunctionArguments = {bsplineCurve07,bsplineCurve04,bsplineCurve02,EDGE};} feature bsplineSurface05 GC.BSplineSurface { Function = graphFunction03; FunctionArguments = {bsplineCurve06,bsplineCurve05,bsplineCurve03,EDGE};} feature circle01 GC.Circle {CenterPoint = coordinateSystem01; Radius = CircleRadius; Support = coordinateSystem01.YZPlane; ConstructionsVisible = true; IsConstruction = true; Visible = false;} feature coordinateSystem01 GC.CoordinateSystem {Curve = bsplineCurve01; T = .5; HandlesVisible = true; IsConstruction = true;} feature direction02 GC.Direction {Surface = bsplineSurface01; U = .5; V = .5;}
feature graphFunction03 GC.GraphFunction {Definition = function (BSplineCurve MidCurve, BSplineCurve VertCurve, BSplineCurve HorCurve, double EDGE) {BSplineSurface myLOFT; if (EDGE<.75) {myLOFT = new BSplineSurface (this); myLOFT.LoftCurves({VertCurve, MidCurve});} else {myLOFT = new BSplineSurface (this); myLOFT.LoftCurves({HorCurve, MidCurve});}};} feature point01 GC.Point {CoordinateSystem = baseCS; XTranslation = 1; YTranslation = 0; ZTranslation = <free> (0); HandlesVisible = true; IsConstruction = false; Visible = true;} feature point02 GC.Point {CoordinateSystem = baseCS; XTranslation = 3; YTranslation = 0; ZTranslation = <free> (0); IsConstruction = false; Visible = true;} feature point03 GC.Point {CoordinateSystem = baseCS; XTranslation = 3; YTranslation = 0; ZTranslation = 2; IsConstruction = false; Visible = true;} feature point04 GC.Point {CoordinateSystem = baseCS; XTranslation = 1; YTranslation = 0; ZTranslation = 2; IsConstruction = false; Visible = true;}
feature point05 GC.Point {Curve = polygon02; T = Series(0,1,.25); SymbolXY = {100, 104}; HandlesVisible = true; IsConstruction = false;} feature point06 GC.Point {Curve = polygon02; T = EDGE; HandlesVisible = true; IsConstruction = true;} feature point07 GC.Point {Curve = polygon02; T = EDGE- .5; HandlesVisible = true; IsConstruction = true;} feature point08 GC.Point {Curve = circle01; T = FRONT*(0.5/180); HandlesVisible = true; IsConstruction = true;} feature point09 GC.Point {Curve = circle01; T = (FRONT*(0.5/180))+0.5; IsConstruction = true;} feature polygon02 GC.Polygon {Vertices = {point04,point03,point02,point01}; IsConstruction = false; Visible = false;} }
P14
Green Re-Articulates Red 2.5. Defining a Component 2.5.2. Environmental Constraints SEE MONTHLY DIURNAL AVERAGES - PARIS to understand the study that follows 1st November is the beginning of the first month which average temperatures are always below the comfort zone. The angle of the solar rays that corresponds to November 1st daily solar path is the same than the one for February 10th. One would want an constant angle from the 1st November to the 1st May. One has to decide which months of the year could be qualified as overly warm. To do so, one should look at several sun path angles within those months and compare them to extract different scenarios to the most extreme protection (no sun during hot months) to the most permissive solution (let the sun from October and April)
Stereographic Diagrams
N
345°
Left: Location: 48.8°, 2.4° Sun Position: -172.9°, 26.7° HSA: -172.9° VSA: 153.1°
Location: 48.8°, 2.4° Sun Position: -174.4°, 55.8° HSA: -174.4° VSA: 124.0°
15°
330°
30°
315°
45°
30° 10°
315°
45° 20°
20°
1st Jul
5
30°
300°
1st Jul
1st Jun 60°
20 50°
1st Aug
60°
285°
17
1st Oct
14
12
13
8
270°
90°
17
9
1st Oct
10 15
16
10
11
15
1st Mar
255°
105°
14
13
11
12
1st Mar
255°
10th Feb
1st Nov
1st Apr
80°
18
9 16
7
70°
8 90°
75°
19
1st Apr
80°
18
6
60°
285° 1st Sep
7
70°
270°
50°
75°
19
1st Sep
105°
1st Nov
1st Feb 240° 1st Dec
1st Feb
120°
240° 1st Dec
1st Jan
225°
135°
210°
120° 1st Jan
225°
135°
150° 195°
210°
150°
165°
180°
195°
Elevation and planar view of Solar Ray
165°
180°
Time: 13:00 Date: 1st May (121)
Time: 13:00 Date: 15th Oct (288) Dotted lines: July-December.
N
345°
175°
173°
27°
56
°
Date: 1st Nov (305) Time: 13:00
Location: 48.8°, 2.4° Sun Position: -173.0°, 32.7° HSA: -173.0° VSA: 147.1°
1st Jun 60°
1st May
40° 20
1st May
6
5
30°
300°
40°
1st Aug
Solar Path Diagram for Transitional Monthes
15°
330°
Time: 13:00 Date: 1st May (121) Dotted lines: July-December.
10°
Time: 13:00 Date: 1st Nov (305) Dotted lines: July-December.
N
345°
“Warmer” Scenario 1st May
“Colder” Scenario 15th October
Data for the Hottest Day - 12th July Data for the Coldest Day - 21st January
Location: PARIS Date/Day: Equation: Declination: Sunrise: Sunset:
1/5 (Day 121 of 365). 2.951 minutes 14.743° 05:37 19:57
Location: Date/Day: 365). Equation: Declination: Sunrise: Sunset:
14.259 minutes -8.269° 07:14 17:57
Location: Date/Day: 365). Equation: Declination: Sunrise: Sunset:
-5.47 minutes 22.123° 05:05 20:46
LOCAL 1. 06:00 2. 06:30 3. 07:00 4. 07:30 5. 08:00 6. 08:30 7. 09:00 8. 09:30 9. 10:00 10.10:30 11.11:00 12.11:30 13.12:00 14.12:30 15.13:00 16.13:30 17.14:00 18.14:30 19.15:00 20.15:30 21.16:00 22.16:30 23.17:00 24.17:30 25.18:00 26.18:30 27.19:00 28.19:30
SOLAR 05:12 05:42 06:12 06:42 07:12 07:42 08:12 08:42 09:12 09:42 10:12 10:42 11:12 11:42 12:12 12:42 13:12 13:42 14:12 14:42 15:12 15:42 16:12 16:42 17:12 17:42 18:12 18:42
LOCAL 1. 07:30 2. 08:00 3. 08:30 4. 09:00 5. 09:30 6. 10:00 7. 10:30 8. 11:00 9. 11:30 10.12:00 11.12:30 12.13:00 13.13:30 14.14:00 15.14:30 16.15:00 17.15:30 18.16:00 19.16:30 20.17:00 21.17:30
SOLAR 06:53 07:23 07:53 08:23 08:53 09:23 09:53 10:23 10:53 11:23 11:53 12:23 12:53 13:23 13:53 14:23 14:53 15:23 15:53 16:23 16:53
LOCAL 05:30 06:00 06:30 07:00 07:30 08:00 08:30 09:00 09:30 10:00 10:30 11:00 11:30 12:00 12:30 13:00 13:30 14:00 14:30 15:00 15:30 16:00 16:30 17:00 17:30 18:00 18:30 19:00 19:30 20:00 20:30
AZI ALT 59.73 3.44 65.15 7.82 70.47 12.39 75.73 17.12 81.03 21.96 86.43 26.86 92.04 31.8 97.98 36.72 104.41 41.57 111.52 46.26 119.58 50.72 128.88 54.81 139.76 58.34 152.44 61.11 166.79 62.83 177.87 63.31 162.7 62.47 148.76 60.44 136.59 57.44 126.17 53.73 117.25 49.52 109.48 44.99 102.58 40.24 96.3 35.37 90.47 30.44 84.93 25.51 79.56 20.62 74.28 15.8 69.01 11.12 63.67 6.59 58.21 2.28
48.8°, 2.4° (15°)
30°
315°
45° 20° 5
30°
300°
14
1st Jun 60°
90°
17
1st Oct
9 16
15th Oct
15
be
No ve m
13
12
5t
be
255°
-1
3:
00 t13 :00
1st Mar
11
h
r1 s
10 14
r1
0 :0
8
to
13
1st Apr
80°
105°
21
22
10 24
2. “Colder” Scenario - Blocking beyond October 15th 225°
W
9
E
° 56
17
18
19
27
20 21
W
6 5
E 2
N N
r1 s
5t
h
-1
0 :0
33° 27°
16
13
173°
15
t-
r1
be
14
1s
be
No ve m
13
1
1
y Ma
Oc
11
12
2
3
to
33°
AZI ALT 125.27 2.56 131.16 6.44 137.3 9.98 143.73 13.12 150.44 15.8 157.44 17.97 164.67 19.58 172.09 20.57 179.6 20.93 172.88 20.64 165.45 19.71 158.19 18.17 151.17 16.06 144.42 13.42 137.97 10.33 131.79 6.83
SOLAR 07:58 08:28 08:58 09:28 09:58 10:28 10:58 11:28 11:58 12:28 12:58 13:28 13:58 14:28 14:58 15:28
3
4
165°
Time: 13:00 Date: 15th Oct (288)
LOCAL 09:00 09:30 10:00 10:30 11:00 11:30 12:00 12:30 13:00 13:30 14:00 14:30 15:00 15:30 16:00 16:30
4
5
150°
180°
48.8°, 2.4° (15°). 21/1 (Day 21 of 365). -11.181 minutes -20.268° 08:41 17:21
S
7
28
8
135°
8 26
120° 1st Jan
195°
Location: Date/Day: Equation: Declination: Sunrise: Sunset:
9 25
6
1st Feb
210°
SOLAR 04:34 05:04 05:34 06:04 06:34 07:04 07:34 08:04 08:34 09:04 09:34 10:04 10:34 11:04 11:34 12:04 12:34 13:04 13:34 14:04 14:34 15:04 15:34 16:04 16:34 17:04 17:34 18:04 18:34 19:04 19:34
23
7
1st Nov
240° 1st Dec
19 20
11 S 10
t-
Oc
7
70° 18
270°
75°
1s
19
y Ma
60°
285°
17 18
12
°
1st May
6
56
50°
33° 27°
20
15
16
13
40°
1st Aug
AZI ALT 105.57 2.5 111.35 7.18 117.33 11.68 123.59 15.94 130.2 19.89 137.2 23.46 144.64 26.57 152.51 29.15 160.79 31.11 169.4 32.38 178.19 32.91 172.98 32.69 164.28 31.72 155.86 30.03 147.81 27.7 140.19 24.79 133.02 21.4 126.25 17.6 119.86 13.46 113.77 9.05 107.91 4.43
48.8°, 2.4° (15°). 12/7 (Day 193 of
1. “Warmer” Scemario - Blocking beyond May 1st
10°
1st Sep
AZI ALT 71.47 3.47 76.98 8.22 82.46 13.08 87.99 18 93.67 22.94 99.58 27.85 105.87 32.66 112.65 37.33 120.11 41.75 128.43 45.83 137.78 49.44 148.29 52.42 159.94 54.58 172.49 55.75 174.1 55.85 161.94 54.84 150.11 52.83 139.41 49.98 129.88 46.46 121.41 42.44 113.82 38.07 106.93 33.44 100.58 28.64 94.61 23.75 88.91 18.81 83.36 13.88 77.88 9.01 72.38 4.24
48.8°, 2.4° (15°). 15/10 (Day 288 of
Scenarios for Solar Rays Blocking
15°
330°
1st Jul
Solar Path Diagram for Extreme Temperatures
3:
t13
00
:00
1. “Warmer” Scenario 1st May Solar Path Diagram - Perspective
2. “Colder” Scenario 15th October Solar Path Diagram - Perspective
P15
Green Re-Articulates Red 2.5. Defining a Component 2.5.3. Behaviour on Different Surfaces Constraining components to an external agent
The solar rays are all parallel therefore a simple array of sun-shading components would not need to have differences. We shall look at more intricate cases in which the base surface is curved. This requires the intelligence of computation.
N
Array 1 - “Warmer” Scenario - 1st May
Array 2 -“Colder” Scenario - 15th October
Altitudes
Azimuthes
Solar Path - 1st May Solar Path - 15th October
Array 1 and 2 CircleRadius= 0.5 m EDGE=0.875 (neutral) FRONT= May (55.95) TIMEDEC (Time of the Day)=0.5 (12:45)
Array 1 and 2 CircleRadius= 1 m Changing CircleRadius which is the variable representing the length of the opening has no implication on the angle of aperture.
43.27°
Array 1 and 2 CircleRadius= 0.5 m EDGE=0.95 There is no continuity between the threads composing the components
Array 1 and 2 CircleRadius= 0.5 m EDGE=1 A precise relationship has to be found between the EDGE variable and the azimuth+global form position
40.25°
48.46°
52.73°
56.26°
40.25°
43.27°
48.46°
52.73°
29.23° 43.27° 48.46°
33.26°
24.83°
24.83°
55.95° 52.73°
14.96°
20.07°
59.21°
29.23° 36.93°
14.96°
33.26°
24.83°
14.96° 3.98°
48.46°
24.83°
40.25°
33.26°
24.83°
14.96°
43.27° 9.58°
33.26°
56.26°
55.95°
36.93°
40.25°
59.21°
33.26°
36.93°
40.25°
14.96°
3.98°
20.07°
3.98°
29.23°
3.98°
36.93°
3.98°
43.27°
Array 1 CircleRadius= 1 m EDGE=1 (45Deg) FRONT= May (55.95) TIMEDEC (Time of the Day)=0.5 (12:45)
Array 1 Construction Lines showing the difference between the angles (see zoomed axo)
Zoomed Axonometry The only angle varying is the one located at the center of the polygon’s diagonal line, which sides are the sun’s azimuth and the the normal to the polygon at the center of its diagonal.
Array 1 CircleRadius= 1 m EDGE=0.875 (Neutral) FRONT= May (55.95) TIMEDEC (Time of the Day)=0.5 (12:45)
P16
Green Re-Articulates Red 2.5. Defining a Component 2.5.4. Sun Testing
25t
1st January - Overlay of Shadows from 9:00 till 13:00
ne
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Radiance rendering for 25th June - 13:00 Brightest Day
y Da
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Radiance rendering for 1st January - 13:00 Day with the lowest sun Angle
est
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Section 1. Circle Radius = 0.5 m FRONT = 56° EDGE = 0.875
Setup: The Components are being assembled into clusters of three by three, forming a facade of 6m by 6m. This cluster forms the opened area of a box which depth relates to the component’s impact on the sun ray angles.
2m
5.3 m
0.8 m
2.2 m
4m
4.5 m
1.7 m
25t
4.1 m
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Circle Radius = 0.5 m FRONT = 33° EDGE = 0.875
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Circle Radius = 1 m FRONT = 56° EDGE = 0.875
Alt
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Section 3.
- Alt
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1st
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Circle Radius = 1 m FRONT = 33° EDGE = 0.875
tob
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Section 4.
tes
Oc
righ
th
-B
15
Situd
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Conclusions: Sections - Depth of spaces and Mezzanines It depends on the point reached on the floor by the 1st January Solar Ray. The Lengths of Mezzanines are always similar what changes is the depth of the spaces: Going from 15.8 m where the FRONT angle and the CircleRadius parameters are the lowest to 17.4 m when those two parameters are the greatest.
Section 1. Total Length : 16.4 m Section 1. Mezzanine : 8.9 m Section 2. Total Length : 15.8 m Section 2. Mezzanine : 8.9 cm Section 3. Total Length : 17.4 m Section 3. Mezzanine : 8.9 cm Section 4. Total Length : 16.2 m Section 4. Mezzanine : 8.9 cm
Success: -The back wall is never exposed to direct solar rays while remaining as close to it as possible. -No Direct Solar rays enter during the whole day between the period that the specific constrained components has been set to. -When CircleRadius increases it allows more diffuse lightning inside and increases the area of transparency. Failure: Not enough light enters within the room. This should be quantitatively tested with Lux and Program. P17
Green Re-Articulates Red 2.5. Defining a Component 2.5.5. Generative Component Sequence Below is a sequence showing live changes of the sun-shading component in G.C. A script was written in C+ to calculate bouncing solar rays with the help of Ying Chen from Buro Happold.
P17â&#x20AC;&#x2122;
Green Re-Articulates Red 3.1. Circulation Through the PCF Right : Analysis of the different circulation types and paths available throughout the building and from the street.
Exploded Plan Axonometry and Circulation Diagram Legend
Below : Plan and Section through the site
Staircases Emergency Staircases Lifts Car access
First Level +8.70
) (+4.70
Clos er-Gro u ed E ntran nd Le vel ( ce +
0.00 )
evel round L Upper-G nce tra Main En
Low
Aâ&#x20AC;&#x2DC; Upper Ground Level
A
+4.70 S
0) 0.0 Exit l (+ ncy ve rge Le me nd nd E rou ce a r-G tran we en Loervice
Car Entran ce
Main Entr ance
Avenue Ma thurin
Moreau
and
te illet aV eL rd d xit yE leva enc Bou erg Em
ce ran ent vice Ser
Lower Ground Level +0.00
nce n ntra Fabie E sed nel Clo Colo du ce Pla
Roof Accessible to public
Closed Entrance +0.00
Place Du Colonel Fabien
Level -1 +0.00
Section AAâ&#x20AC;&#x2122;
Gallery Space / Reception Area
P18
Green Re-Articulates Red 3.2. Ground Condition Chart 3.2.1. Separated Grounds/Ramps/Grounds 1. Separated Artificial Grounds
Separating the building from the ground using pilotis was a paradigm of modernist Architecture. Yet Niemeyer builds his building as extension of the ground, what is then elevated is often used as a roof to connect buildings between them. This unusual type is called “Marquise”. 1.1. Elevated floors_Marquise
1.1.2.
1.1.1.
1.1.3.
1.1.3.
1.1.2.
1.2 Elevated Solids
1.1.1. Arcade 1.1.2. Unaccessible Marquise_Roof 1.1.3. Walkable Marquise(s)_Roof
2. Ramps, Staircases and Stramps
Ramps are not classified within the elevated ground category since they touch the ground on both ends thus being in between the artificial elevated ground and the artificial ground 2.2. Linking Two Parts of a City
2.1. Linking Building to the City
height :10m
=3°
height :4m
1936 - 1943 : Ministry of Education and health, Rio de Janeiro
2.3. Linking parts of the building within it
11m 3m
10° 8°
2.5. Links parts of the building outside it
1m
2.5.2. Un-covered
2.5.1. Covered
2.4. Stramps and Staircases
2.4.3.2.4.2.
2.4.1.2.4.4.
2.5.1. Covered
2.4.1. Open
2.5.2. Un-covered
2.4.2. Enclosed within a volume 2.4.3. Linked to the city 2.4.4. Linking two parts of a building within it 2.4.5. Linking two parts of a building outside it 2.4.6. Linking two parts of a city
3. Grounds
Grounds whether artificial or natural, could be defined as surfaces connected in their entirety to the earth (Local groundl level) 3.1. Artificial Sloping Grounds 3.1.1. Appropriate for Walking
3.1.1.3.3.1.1.5.
3.1.1.2.
1950 - 1970 : Cathedrale, Brazilia, Brazil
1953 : Bienal Fundation, Sao Paolo, Brazil
3.1.1.3.3.1.1.4.3.1.1.5.
3.1.1.1. Within the City 3.1.1.2. Within the building 3.1.1.3. Linked to the City 3.1.1.4. Inhabitable Bifurcation 3.1.1.5. Entirely Paved
3.1.1.6. Partly Paved Partly”Natural”
3.1.1.6.3.1.1.3.
3.1.1.2.
1998-2002 : Greather Authority London (London City Hall) by Norman Foster
3.1.1.2.3.1.1.7.
3.1.1.7. Entirely “Natural”
3.1.1.3.3.1.1.4.
3.1.1.7. Stramps and Staircases
10°
5°
+2m +0m -3m
1986-1995 : Museu Brasileiro de Escultura by Paulo Mendes da Rocha
1972 : Employment Office, Bobigny, France
1953 : Temporary Pavilion for the fourth bicentenary exhibition, Sao Paulo, Brazil
P19
Green Re-Articulates Red 3.2. Ground Condition Chart 3.2.2. Grounds 3.1.1.5.
3.1.1.3.
3.1.1.2.
3.1.1.3.3.1.1.6.
808,58
806,24
13°
806,24
801,82
801,82
799,10
799,10
796,21
796,21
41°
8°
810,66
RUA VERGUEIRO
801.40
AVV. .2 3D EM AIO O
V73
796.90
1952 : Edificio Copan, Sao Paolo
3.1.2. Appropriate for seating_laying down
4.1.3. For Cars
3.2. Artificial Unaccessible Grounds
62 °
15°
56 °
165°
45 °
20 m 128°
24°
40 °
29°
36°
35 ° 36°
31 °
13°
59°
14°
9°
61°
8°
37° 19°
80 °
44°
4°
62 °
15°
56 °
165°
45 °
20 m 128°
31 °
3.3.4. 4.3.1.
3.3.4. 3.3.2.
3.3.4. 3.3.1.
29°
36° 36°
13°
14°
59°
9°
61°
37° 19°
80°
8°
3.3. Natural and Artificial Flat Grounds
24°
35 °
40°
44°
4°
3.3.4. 3.3.2.
3.3.1. Fully Paved 3.3.2. Partly Paved, Partly Natural 3.3.3. Fully Natural 3.3.4. Link to the City
P20
Green Re-Articulates Red 3.2.3. Barriers / Articulating Accessibility 5. Limits/Barriers/Guides Barriers are a big issue for any so-called “public” Architectural project. Since the notion of “Ground” in Architecture goes hand in hand with the one of “Democratic Space”, barriers could be seen as the enemy of democracy. Barriers not only block the access to a space but also force to take a specific path or entrance. If steel barriers or walls are often ugly and aggressive, water or highly angled slopes can diminish their harshness. They can also help to guide people to specific view points.
5.1. Steel Fences
5.3. Elevated Floors
5.4. Vegetation
Vegetation, in the case of the PCF, not only prevents from people accessing special areas but it also hides unwanted features such as air conditioning vents.
5.2. Water
5.6. Height limitations
5.5. Steep Slope (see 4.2)
5.7. Fragile or Subtle Barriers
5.6. Temporary Barriers due to unexpected events or changes.
From the initial ambition of having a barrier free building, Niemeyer disregarded some basic principles such as balustrades.
6. Articulating Accessibility
Working with the ground requires a reflexion on structural / porosity / interconnectivity / light reflection issues.
Architect is not Oscar Niemeyer
6.1 Structure
Elements of accessibility imply very specific structures. In most cases, an external element supports the weight of the ramps. A specific case that has not been encountered is when the ramp would itself be structural.
6.2 Inter-connections
Connections between two Architectural elements related to accessibility either imply structure, light, porosity or accessibility itself.
6.3. Security
6.4. Porosity
Accessibility in Architecture is a domain that is constrained by legal issues: Handicapped people, firemen, security. All this has often not been taken in consideration by Oscar Niemeyer thus leading to a negative transformation of the initial concept.
Smooth and continuous surfaces used for accessibility are often associated with dark spaces. Oscar Niemeyer used several modular methods to provide natural light within the building.
P21
Green Re-Articulates Red 3.3. Case Study of the Pompidou Center
50m
History Ordered by French president George Pompidou, the centre that carried his name to posterity was built in place of a large open-air Parking lot in the middle of the Latin Quarter in Paris. The jury of the international competition was chaired by Jean Prouvé and had amongst its member Oscar Niemeyer who was by then in exile from Brazil’s dictatorship. Niemeyer did not like at first the winning proposal of Renzo Piano and Richard Rogers because of its brutality but was convinced later on by Prouvé.
140m
The main point of the proposal was a gigantic inclined plaza occupying half of the site and that would be the location of multiple barrier-less events. Two years before that, the student rioted against the government during the event of Mai 68. The winners, themselves were both in their thirties.
Scale The plaza was designed to be as wide and long as the museum itself in order to accommodate popular events or happenings outside the enclosed boundaries of the galleries. The scale of this plaza creates an area that one cannot ignore, the slope itself pushes the passer-bys to become viewers.
Texture The plaza is subdivided into tiles of 8 meters by 13 meters and is distributed by large boat-like parking exhaust, all those features increase the perception of scale. The few greenery of this plaza is bound to the edge and is used to separate the linear and the more meandering flows.
Usage The plaza covers and hides a gigantic parking lot. The only indications of this are extravagant exhaust vents. On the gentle slope forming the plaza, the architects (Renzo Piano and Richard Rogers) planned tent-like structures to accommodate events or simply to protect from rain. This architecture probably became unnecessary and too fragile to stay. Parking
4º - 7%
Should such a democratic ground have more architectural elements or is its flatness enough? Is its neutrality the reason of its success?
A Feeling of Democracy - A Political Space The scale, dimension and neutrality of the plaza highlight the events and organization of people enabling both large scale formations as well as intimate activities. In either case, the plaza awakes a sense of democracy and publicness to the person that pass by it. It makes one feel that he is part of something greater than himself. It is therefore a very strong political ground as the Roman forum use to be. P22
Green Re-Articulates Red 4. Prototype 4.1. Plan
345°
1 5°
N
330°
30°
19.2
31 5°
45°
1 st Jul 1 st Jun 300°
60°
10.2
Sun Path of the 1st May / Mid 21h00 August in Paris, France 1 st M ay
1 st Aug
05h00
10.1
06h00 33.0
285°
75°
1 st Sep 07h00
19h00
1 st Apr
18h00
270°
50.5
90°
08h00 1 st Oc t
17h00 1 st M ar
16.2
9h00
255°
16h00
1 05°
1 st Nov
10h00
11.9 1 st Feb
15h00 11h00
240°
14h00
1 st Jan
1 20° 1 st Dec
12h00 4.2
13h00
Initial Prototype
18.2
225°
1 35°
24.5
21 0°
1 50°
1 95°
1 65°
The plan shows the relationship between the component and the surface it stands on. It responds to two factors: The Sun and its location (angle of the polygon it stands on). This plan also shows the two surfaces dedicated to two different functions : Stairs and Sun Protection.
1 80°
P23
Green Re-Articulates Red 4.2. Sections and Elevations The Design follows two main rules : -One component and the surface it seats on responds to the sun ray of the 1st May/1st September. -One component and the surface it seats on is fully accessible for people to walk on. The global shape is composed of blown-up versions of a small component : Lofting two curves defines ruled surfaces that are on one side curved and on the other straight. The components sit on a grid defined by the isocurves of those surfaces.
19.2
4.2 0.3
4.7
5.0
2.5
2.5
27.3
4.3
27.3
4.4
16.8 0.3
230
8.1
7.5
1.9
Front Elevation
Back Elevation
“Accessible” Side Elevation
31.9
“Sun” Side Elevation
P24
Green Re-Articulates Red 4.3. Environmental Simulations
1) Axonometry of the Prototype Set up: 1st May from 08h00 till 19h00 Action: Range of Shadows and Reflexions
Conclusions: Shadow: A very low quantity of direct light enters the prototype during the whole day. Direct light patches can be observed in the morning and in the afternoon. Reflexion: Light is being diffused within the prototype. Next step for the project: Set up the global shape according to specific hour constraints during the 1stMay/1st September.
1st January
1st May
1st July
2) Simulating the prototype at key days of the year Set up : 1st January from 08h00 till 19h00 (Lowest angle) 1st May from 08h00 till 19h00 (Set up) 1st July from 08h00 till 19h00 (brightest day) Action: Range of Shadows and Reflexions
Conclusions: Side View towards the “Sun” surface
Shadow: 1st January: - Wide and long light patches can be observed during the whole day.. - Light is diffused everywhere in the prototype and on the surface itself 1st May and 1st July ; -Direct light patches are much smaller but more numerous, they get larger in the afternoon. Spaces look much darker. - Light is less diffused within the space Next step for the project: Test the impact of translucency. Define which area is never touched by direct light for the display of paintings
Side View towards teh “stairs” surface
P25
Green Re-Articulates Red 4.4. Pictures The purpose of this study is to look at the light and shadow conditions of the “global shape”. The “global shape” is generated from blown up components, they provide shading to a larger area.
Front Views
1.
2.
3.
4.
6.
5.
P26
Green Re-Articulates Red 5.1. Intervention Strategy Diagram Buffer Zone + Front Facade Protection
“Precious” Art Gallery
Programmatic Openess: - Private / Shared Space for members of Party
Programmatic Openess: - Highly secured and controlled space Type of Spaces: - Maximum amount of flat smooth walls.
Type of Spaces: - Circulatory and common spaces for workers
Type of Component: - Component: Fabric and Plywood, block every Sun-Ray
Type of Light: - Direct: Sept.-May / Diffused : May - Sept. - Direct after 16h00 all year
Type of light: - Diffused light all year long
Type of Component: - Fabric / Steel glass - Terrasses: Fabric/Resin/Glass/Steel
Fair Trade and Local Product Market Programmatic Openess: - Completely Public and open Type of Spaces: - Spaces Covered but not enclosed, Needs to be protected from direct light when temperature is warm because of fresh products. Type of light: Direct : September to May, Diffused May to September
Public “Green and Red” Library
Type of Component: - Canopy : Concrete/Resin and Steel, open. - Floor: Steel/Glass Flat Component
Programmatic Openess: - Open to everyone until late at night. Type of Spaces: - A “calm” library with little views outside and a controlled (1) sun-light.
1.
- A “noisy” library with balconies and views (2) Type of light: - Two floors with direct light from September to May and diffuse light from May to September. - One floor with direct light limited in depth Type of Component: -“Calm” Library: Fabric and steel. “Noisy” Library: Resin and steel.
2.
Democratic Ground
Entrance to the Extension
Programmatic Openess: - Completely Public and Open
Type of Component: Door, Resin and Steel
Type of Spaces: - Staircase with stages or flat islands guiding the flow and the activities. Type of Light: Shaded or Direct Type of Component: -
Stairs : Resin/Steel Barrier (1): Fabric/Steel Tree openings (2) : Resin/Steel, vertical opening Handicap Ramp (3): Resin/Steel, Flat Bench/Stage (4 and 5): Resin/Steel
1.
3.
Sculpture Covered Yard Programmatic Openess: - Public during the day and at night for special events. Type of Spaces: - Spaces Covered but not enclosed Type of Component: - Component: Fabric and Steel
2.
4.
5.
Type of Light: - Direct from September to May, Diffused from May to September.
P27
Green Re-Articulates Red 5.2. Using the Right Component 5.2.1. Axonometry and Fabrication
Laser Cut Steel/Wood Depending on the function. - Wood for Sunshade/Fabric. - Steel for Staircase/Concrete
Tensionned Fabric Filled with Concrete or with translucent insulation
Flattened Fabric
Laser Cut Glass Curves on the surface are engraved to prevent the stairs to be slippery
P28
Green Re-Articulates Red 5.2.2. Assembled Components These two components were laser-cut from steel and assembled using nuts and bolts. Fabric was stretched on the frame and the bolts were placed before pouring the resin with a syringe. MAIN PROBLEM: Nuts and Bolts are covered with by resin. The assembly of components would be irreversible.
RESIN / FABRIC/ STEEL COMPONENT
Distance d would vary according to the amount of stress found locally
FABRIC/ STEEL COMPONENT
d
d
d
P29
Green Re-Articulates Red 5.2.3. Structural Simulations
Concrete is the material assigned to the module. Compressive ultimate strengh: 5.e+006 Pa Tensile Ultimate Strengh: 5.e+006 Pa
1. Axonometry of Test Set-up The Tested Part is the concrete element of staircase component. Continuous pressure is therefore applied on the top part.
The stress on the top surface is constant every where since it is the surface on which people walk. To calculate the pressure in Pascals: P=F / A where P is pressure, F is Force and A is Area F=N / A 500kg is being used as a safety weight. After calculation, a pressure of 5000Pa is applied
1. Equivalent Von-Mises Stress Max tensile stress
Max compressive stress
2. Total Deformation
Exageration of the deformation *5
P28
Green Re-Articulates Red 5.2.4. Assembly Drawing of On-Site Components
0.6 2
2.52
9.5 7
14 .95 °
113.21°
9 2.3 85.35° 1.2 5
117.93°
81 .11 °
2.6 5
2.50
20 .49 °
21 .17 °
39 .35
2.7 6
2.6 9
9.6 7°
2.76
15. 66°
43° 15.
2.50
° .40 13 2.4 8
2.6 2
2.5 0
2. 50 20 .34 °
9.27
70.29°
° .47 121
119.73° 5 2.5
58. 80
3° 0.8 12
2.8 5
10. 52
52° 13.
40.61°
2.55
3.8 9°
39.23°
2.50
11 0.8 0°
2.50
0 5.0
° .67 37
° 61.13 ° 61.13
97° 88.
2.5 0
2.5 0
° .39 109
101.65°
5 2.6 116.01°
10.52
7.51 4.3 9°
° .13 16
9.1 6
9.27
47.78°
2.5 0
19 .53 °
2.5 0
2.5 2
2.5 2
° .42 95
19 .2 7°
5 2.6
° .45 130
° .10 55
117.79°
7.51
9.16
87.31°
0 2.5
2.50
7.57
0 2.5
95.02°
4° 4.7 12
15.87
74° 115.
.77 36
0 2.5
16. 45°
2. 50
2.6 9
2. 50
18.64°
2.5 0
2.44
7.57
0 2.5
76.50°
21 .12 °
2.5 0
2.5 0 2.8 4
0° 9.7
83.74°
82.03°
5° 81.5
7.79
2° 42.0
15 .87
74.92°
88.46°
5° .7 21
° .92 100
0 2.5
7.2 5
4° 4.2 12
105.46°
7 2.7
62.04°
72.27°
4 2.8
Structural Edge Steel members located at the edge connect the components together. They vary in depth depending on structural requirements.
° .65 20
0° 4.6 10
° .14 94
14. 49
° 76.92
0° 100.9
° 78.35
7.79
90.91°
116.81 °
7.2 5
2.5 4
7.5 6
2.62
19 .5 5°
87.78°
2.58
77 .70 °
2.50
2.6 5
2.77
0 2.5
77.70°
5 2.7
59. 20
4° 5.5 10
° .88 10
9.5 3
.70 38
7.36
2.5 0
2. 75
22.09°
° 97.14
° 20 0. 11
14 .49
85.65°
7.5 6
° .40 52
53 9. 5 2.7
0 2.5
.81° 118
3° 72.2
2.68 126.76°
95.92°
7° .0 16
40° 103.
3° 81.4
9 9.4
8 2.6
111.92°
40° 16.
16.40°
3° 7.321.1 6
9° 15.8
88.65°
2.50
0 2.5
9.49
° .61 78
8 2.5 .94° 123
2.5 0
15 .2 8°
87 .2 4°
2.50
15 .2 8°
7.18
2.5 0
Central Opening: Its complex geometry makes it very difficult to build as it would have to be made of many different parts A smarter way would be to replace it with a tubular profile.
84.72°
2.50
2.50
.77 36 85.53°
54 .54
50 2.
0 2.5
2.19
0 0.5
2° 3.3 12
° 44.06
94.47°
° 103.09
91° 76.
54. 54 .57 36
1.25
2.5 0
2.50
36 .57
.12 37 102.81° 2.5 0
3.1 3°
2.5 0
66.64°
83.92°
.52° 108
93.39°
88.35°
2.5 0
2.0 3 2.5 0
103.80°
80.64°
3.8 5°
.12 37
5.00 3.8 2°
38 .7 0
1.25 .33 37
80.66°
68.92°
fabric unfolded pattern
98.43°
3.3 5°
79 .7 0
0 2.0 6 8.8
77.83°
96.08°
0 2.5
° 95.01
.35 39
2. 50
56. 37
78.88° 0 2.5
61. 10
2.2 2
79 .7 0
.33 37 69.41°
120.7 9°
38.5 4°
2.5 0
100.33°
100.04°
0 2.5
100.70°
20 1.
69.28°
0 2.5
1° 103.6
1.1 5
39° 76.
56. 37
5.00 0 2.5 60. 93
0 0.5
93.39°
86.61° 0 5.0
P31
Green Re-Articulates Red 6.1. Understanding the Construction Logic
The first sketch of Oscar Niemeyer defined a curved building that would go as close as possible to the neighbouring building in order to make as much space as possible for a front park and perspective but also to hide the existing wall. To achieve this curvature and allow all the glass panels to be flat, the architectâ&#x20AC;&#x2122;s team invented a system composed of two modules. When arranged in specific ways, those modules would define a certain curvature.
80,17
64,15
20,6
21,0 3
23,17 7,42
6,5 6
98 6,
5 4,3
8 ,5 18
4,86
17,32
5 ,4 51 23 ,35
12
9 ,3 42
1 ,5 38
3 ,3 35
P32
Green Re-Articulates Red 6.2. Analysis of the Buildingâ&#x20AC;&#x2122;s Structure
Measuring the distance between columns and counting their relations
F/5
3F/4
15 ,3 1
Initial Statement: Each Column is being linked by a segment. The differ ence between the -curved lined between columns and the straight ones is less than 1m as shown in the middle diagram.
14 ,5
8
F/5
F/36 F/36 F/36 F/36 F/36 F/36 F/36 F/36 F/36
Diagram showing the division of forces between mullions, small columns and large columns.
F/4
Conclusions: 1 ,8 15
- The Distance between the large columns and between the smaller columns is never
F/5
5 ,7 14
equal. - The subdivision of forces between large columns and smaller columns is not
F/5
equal. - A larger amount of sub-columns might be explained by a need to support the link between core and building
F/5
Ground Floor
Common Floor
8,26 8,26
Diagram showing the supported areas and their overlaps- One can notice the structural redundancies where the core is.
Capacity: -8 mullions on East side -7 mullions on West Side
7,67
15 ,3 1 7 ,6 5
The circles have for center point the middle of the columns and for radius the mid point of the line that connects two sets of columns towards NORTH
7 ,0 6
14 ,5 8
7, 65
89 5,
Capacity: -14 mullions on West side -13 mullions on East side
Finding the maximum structural capacity of each columns
4 ,7
Largest Circle Diameter - for large Columns: 15.81 m - for small Columns: 8.26 meters
1
3 5,
1 ,8 15
67 7,
08 7,
5 ,7 14
Maximum Number of mullions supported by a single column: - Large columns : 14 - Small columns : 8
Section showing the distribution of forces. The floor plates are not cantilevering since the mullions take a small part of the forces. There is a larger slab thickness when standing on the 1.00m columns than at on the edge when its supported by the mullions.
12.41 7,67 15,31
11.50 2.36
1.00
3.31
7,64
0.60
F/4 7 ,06 14 ,5 8
Capacity: -13 mullions on West side -17 mullions on East Side
7 ,6
5, 89
15 ,8 1
71 4,
67 7,
5 ,7 14
The circles have for center point the middle of the columns and for radius the mid point of the line that connects two sets of columns towards SOUTH Largest Circle Diameter - for large Columns: 15.81 m - for small Columns: 9.44 m
0.20
F/4
3F/4
3.00
F/4
3F/4
2.6
F/4
3F/4
F/4
3F/4
F/4
3F/4
29.4
21.6
The coreâ&#x20AC;&#x2122;s connection to the main volume does not touch the ground which means that the core itself is not used as structure for the floor slab
1.90
F
08 7,
Capacity: 9 mullions on each side
5
3F/4
44 9,
44 9,
Maximum Number of mullions supported by a single column: - Large columns : 17 - Small columns : 9
4.0
95.47
P33
Green Re-Articulates Red 7.1. Schematic Plan of Intervention This Schematic Plan view compiles most of the site constraints such as: - Sun (As an evolution from last prototype, the global is defined by an hourly constraint not to let in light from 9h00 till 18h00 which are the hottest hours) - Existing building and existing structure (The curvature module that defined the mullion will be extended and kept.) - Trees
oreau athurin M Avenue M
Place du Colonel Fabien
345°
N
1 5°
330°
30°
45°
te let Vil La de rd va ule Bo
31 5°
1 st Jul
1 st Jun Sun Path of the 1st300° May in Paris, France
60° 1 st Aug
21h00 1 st M ay
05h00 06h00 75°
285°
1 st Sep 07h00
19h00 1 st Apr 18h00 270°
90° 1 st Oc t 08h00
1 st M ar
17h00 9h00
255°
1 05° 1 st Nov
16h00 10h00
1 st Feb
15h00
240°
11h00 14h00
1 st Jan
13h00
12h00
225°
1 20° 1 st Dec
1 35°
21 0°
1 50° 1 95°
1 80°
1 65°
P34
Green Re-Articulates Red 7.2. Schematic Perspective
Public staircase placed on Facade leading to roof
Connection between building and Market Place
Ramps leading to multiple levels Initial Sketch - Front View
Initial Three-Dimensional Sketch The initial proposal seemed very heavy handed, it wrapped the whole building, erasing its identity. The Front facade is not in need of such a large intervention and the staircase would break the sense of privacy for the people working in the PCF building. Many features seemed superfluous.
Initial Sketch - Back View P35
Green Re-Articulates Red 7.3. Front Elevation
2.36
0.79
0.20
1s t
Ma y, P ari s,
17 h0 0
1.60
19.20
1s t M ay, P aris , 13h0 0
24.06
0.20 0.40
2.60
Adapting the component to the existing facade The grid on which the component is placed is calibrated to the existing facade. A big change is from the previous studies is that the component starts twisting in space which has an important impact on the fabrication (refer to 5.2.4 on page 31)
1.90
4.86
2.96
P36
Generative Component Parametric Global Strategy Symbolic Diagram of the facade proposal
Green Re-Articulates Red 7.4. Associative Model for Facade Intervention 7.4.1. Symbolic Diagram CoordinateSystem baseCS
1. Cluster defining the Sun-driven Component 1.1. The Component In defined by four points. Those four points could be located anywhere within the main coordinate system 1.2. A point shares the same altitude and azimuth angle as the sun at a particular time, day and location. (The sun is set to 1st May in Paris, France 13h00) 1.3. This Sun Ray influences a coordinate system located in the centroid of the component. 1.4. Four lines surrounds the component. Those are used later on for the Loft Script.
Point
Point
point03
point04
Polygon
CoordinateSystem
polygon02
coordinateSystem01
1.1 Point
Point
point05
BSplineCurve bsplineCurve _top
BSplineCurve bsplineCurve _bottom
BSplineCurve
BSplineCurve
Point Sun_pt
Point
Centralpt
Point origin_pt
Line
point16
Sunray_line
CoordinateSystem
bsplineCurve_right bsplineCurve_left
CoordinateSystem
centralCS
origin_CS
1.2
1.3
BSplineSurface
Circle
bsplineSurface01
circle02
GraphVariable
Point
CircleRadius
point14
Direction
Point
GraphVariable
Line
direction01
Frontpt
graphVariable01
line02
Point
Point
1.4
Line
Point
line03
PointAngle
Point
Point
GraphVariable
point18
point19
graphVariable02
1.5
1.7
Point
Point
Leftpt
Rightpt
Point
Point
Global_pt2_ Global_pt1_
1.5. The Sun-driven Coordinate system drives two movements: The lateral rotation and the frontal. in this cluster the front rotation is determined by a Circle which radius is controled by the variable Circle Radius.
Point
Point
Point
Point
Point
Point
Point
Point
Point
Point
Point
Point
Point
Point
bsplineCurve01_Pole00
bsplineCurve01_Pole04 bsplineCurve01_Pole07 bsplineCurve01_Pole09 bsplineCurve01_Pole11 bsplineCurve20_Pole00 bsplineCurve01_Pole13 bsplineCurve01_Pole14 bsplineCurve01_Pole01 bsplineCurve01_Pole05 bsplineCurve01_Pole06 bsplineCurve01_Pole08 bsplineCurve01_Pole10 bsplineCurve01_Pole12 bsplineCurve01_Pole15
bsplineCurve51_Pole00
3.1
1.6
Point Global_pt4_
3. Existing Building Key Points In odrer to design the extension only selected key points are used in the parametric model those points are extracted from the existing mullions location 3.1 Roof Points
Point Global_pt3_
Point
Point
Point
Point
bsplineCurve14_Pole00 bsplineCurve51_Pole01
Point
bsplineCurve20_Pole01
bsplineCurve14_Pole01
Point
Point
bsplineCurve14_Pole05
bsplineCurve14_Pole04
Point
Point
bsplineCurve14_Pole07
bsplineCurve14_Pole06
Point
Point
bsplineCurve14_Pole09
bsplineCurve14_Pole08
Point
Point
Point
Point
Point
bsplineCurve14_Pole13 bsplineCurve14_Pole15 bsplineCurve14_Pole11 bsplineCurve14_Pole12 bsplineCurve14_Pole14
3.2 Base Points
bsplineCurve14_Pole10
3.2
3.
1.6. The Lateral Movement is initiated by the way the sun driven coordinate system intersects the edge of the component. 1.7. The Lateral Movement is recorded as values in Graph Variables that will influence, through a â&#x20AC;&#x153;condition scriptâ&#x20AC;? the way the surfaces defin ing the component will be lofted.
Point point02
Point point01
BSplineCurve
BSplineCurve
bsplineCurve _midfront
bsplineCurve _midback
BSplineSurface BSplineSurface
1.
BSplineSurface1BSplineSurface2
_Global_Comp_ _Global_Comp_ _Global_Comp_ _Global_Comp_ _Global_Comp_ _Global_Comp_ _Global_Comp_ _Global_Comp_ _Global_Comp_ _Global_Comp_ _Global_Comp_ _Global_Comp_ _Global_Comp_ _Global_Comp_ _Global_Comp_11 _Global_Comp_09 _Global_Comp_02 _Global_Comp_04 _Global_Comp_06 _Global_Comp_08 _Global_Comp_14 _Global_Comp_13 _Global_Comp_12 _Global_Comp_03 _Global_Comp_10 _Global_Comp_01 _Global_Comp_05 _Global_Comp_07
CoordinateSystem
2. Cluster defining the Global Component
coordinateSystem02
Point
BSplineCurve
Global_Sun_pt
2.1. Point defining the appropriate Sun-Angle for the Global Component (Here 1st May at 17h00)
BSplineCurve
Global_Left_Line
Direction
Global_Right_Line
Direction
Point
Point
direction03
point07
point08
direction04
4.
4. Global Components The Components are applied on the facade
2.1 Line
Line
Opening_Line
2.2. The Sun Ray is used to define the opening of the Global Component Point
Variables: - Anchor Point: Controls the vertical position of the opening. - DistOpn:Controls the distance of the opening
point10
Point Shift_pt
line04
CoordinateSystem
Point
coordinateSystem03
point09
Point point06
Direction direction05
BSplineCurve
Line
bsplineCurve11
line05
2.2
2.3. Defining the grid and its density on which the smaller component will be populated
2.3
BSplineSurface bsplineSurface02
Variables: - HSpacing: Controls the Horizontal density of the Point Grid - VSpacing: Controls the Vertical density of the Point Grid
BSplineCurve
BSplineCurve
bsplineCurve15
bsplineCurve17
Point point11
Polygon
2.4. Populating the component (1.) onto the point grid.
polygon01
Point Pop_pt_01
2.
Point Pop_pt_02
Point Pop_pt_03
Point Pop_pt_04
_Local_Cp_
2.4
_Local_Comp_01
Color Coding: Variables and Base C.S. Hidden Features Construction Features Active Features P37
Generative Component Parametric Global Strategy Parametric Diagram of the Facade Proposal
Green Re-Articulates Red 7.4.2. Geometry
26
N
t 1s
1s t M 1. 5 ay, P aris -Cir . S u , 1 n cle Rad -Driv 3h0 en ius Com 0 pon ent
Proje ction Axis 2. 3. G rid - HS pacin Dens i ty g - VSp a
54
0 h0 17
Plan of the Parametric Model
is , ar ,P ay M
0
cing
h00 is , 17 r a P ay, 1s t M ing Openint . 2 . 2 horPo - Anc pn O - Dist
26
Axonometry of the Parametric Model
54 0
P38
Green Re-Articulates Red 7.5. Sun Simulation
6 2, 3 2, 36
2, 6 2
Solar Analysis of Front Facade The Front facade self-shades partially which makes some components redundant.
12h00
13h00
14h00
The sun start hitting the front facade in between 12h00 and 13h00 The northern part of the facade should be fully protected
15h00
: 15 0. 1 °
00 h 5h ut , 1 Azim y Ma °, st .5 , 1 : 46 s i r e Pa titud Al
. 9° 29 1 :
Par Alti is , 1s tud t M e: a 52. y, 14 8°, h00 Azi mu th
. 8° 00 113 16h uth : , y a im s t M . 1°, Az s, 1 8 Pari de : 3 u Altit
Paris , 1s t May, 13h00 Altitude : 55. 8°, Azimuth : 174. 6 °
Part of the font facade that will receive direct light at 13h00
16h00
The sun start hitting the front facade fully after 15h00. Before that, only half of the facade is being directly touched
P37
Green Re-Articulates Red 7.6. Early Proposal 7.6.1 Schematic Plan
oreau athurin M Avenue M
Place du Colonel Fabien
2,
43
4,72
345°
N
1 5° 4
330°
30°
tte ille aV
27
1 s t J ul
,4
31
45°
1 s t J un 300° Sun Path of the 1st May in Paris, France
L de rd va ule Bo
31 5°
93
9,
7,
9
60° 1 s t Aug
21h00 1 st M ay
5,
05h00
55
06h00 75°
285°
1 st S ep 07h00
19h00 1 s t A pr 18h00 270°
°
90 39
t08h00 1 s t Oc
,0 2
1 st M ar
17h00 9h00
255° 16h00
1 05° 1 s t N ov
10h00
1 s t Fe b 15h00
11h00
240° 14h00
1 st Jan
13h00
1 20° 1 st Dec
12h00
225°
1 35°
21 0°
1 50° 1 95°
1 65° 1 80°
P40
Green Re-Articulates Red 7.6.2. Renderings
1
2
Render 1 Front View
1st May
16h00
Global form orients itself to the above sun angle: Only a soft and low winter afternoon sun light is let in.
MAIN PROBLEMS: - In this initial Proposal the ground was reduced to the back of the existing building, making the relationship with the existing building quite weak. The ground should be the main feature of the proposal. - There is no parametric relationship between surfaces (i.e. shaded area) - The facade uses a unique component which makes it very monolithic
Render 2 Back View
P41
Green Re-Articulates Red 7.6.3. Front Elevation
11.51
6.60
9.70
9.72
1.15
10.39
17.05
8.84
13.01
Initial Elevation The democratic ground being the main connector between the urban context and the building there was a need to extend it. More diversity was needed for the facade as it still appeared monolithic.
13h00
16h00
9h00
Parisian Solar Path on the 1st May Both the small components and the overall shape are linked to these specific sun angles P42
Green Re-Articulates Red 8.1. Front Staircase Surface 1
5 Supports
Fixed Support
Fixed Support
Fixed Support
Fixed Support Street Line
Axonometric View
Context
Total Deformation
Maximum Principal
Fixed Support
Plan View
Equivalent Stress
Plan View
Plan View
Plan View
Axonometric View
Axonometric View
Axonometric View
> Max Tensile Stress
> Max Tensile Stress
> Max Tensile Stress
= Max Compression Stress
= Max Compression Stress
= Max Compression Stress
P43
Green Re-Articulates Red 8.2. Front Staircase Surface 2
Fixed Support
2 Supports
Fixed Support
Fixed Support
Fixed Support Street Line
Context Axonometric View
Total Deformation
Maximum Principal
Plan View
Equivalent Stress
Plan View
Plan View
Plan View
Axonometric View
Axonometric View
Axonometric View
> Max Tensile Stress
> Max Tensile Stress
> Max Tensile Stress
= Max Compression Stress
= Max Compression Stress
= Max Compression Stress
P44
Green Re-Articulates Red 8.3. Front Facade One Element Analysis of a single element on the facade
Defining the material and comparing with results
Previous model, three fixed supports on the edges Thickness: 0.1 m Sun Opening Width: 2m
Back Views Total Deformation
Equivalent Stress
Maximum Principal
Set Up Back View
Total Deformation Front View
Maximum Principal Stress
Equivalent Stress
Supports
Max tensile stress
Max tensile stress
Max compressive stress
Max compressive stress - Fixing the component to the floors and adding structural support to the edges distributes the stresses more evenly.
P45
Green Re-Articulates Red 8.4. Front Facade Whole Surface All the module are attached being assigned three fixed edges and earth gravity
Total Deformation of the Simulated model Thickness of model: 0.1 m LWidth of Sun Opening: 2m
Maximum Principal Stress of a thicker model Thickness of model: 0.2 m
Back Front
Exageration of the simulation times 0.5 (2.2e+004)
The tension and compression happens on the back surface of the two arches which forms when the material is being deformed Every element from in this frame is different which explains the gradient in the stress.
Maximum Principal Stress
Maximum Principal Stress of a thicker model Thickness of model: 0.2 m
Front of Model
Conclusion: - Tension seems to be concentrated around one point near the lower part of the fully fixed vertical element. - Compression follows a diagonal path from the upper right to lower left. - The larger uniform thickness creates more stresses for an equal area.
Back of Model P46
Green Re-Articulates Red 9.1. January 21 / Mid October Set-up for the testings Observations: North 345°
January 21st is in average the coldest day of the year in Paris (Source: Meteonorm Database) where temperature go negative. For this test we would want to see a large area of direct sun touching the ground as opposed to july or May.
1 5°
330°
30°
31 5°
North
45°
1 s t J ul
1 s t J un 300°
60° 1 s t Aug
10h30: Direct light enters in the morning mainly under the canopy part where views the six first view are located.
1 s t M ay 285°
75° 1 s t S ep
1
1 s t Apr
2
90°
1 s t M ar 255°
1 s t Oc t
: 30 10
: 30 6 1
13: 00
270°
3 7
1 05°
240° 1 s t J an
1 20° 1 s t Dec
13:00
225°
8
1160
16
16
10
10
1 35°
15
15 21 0°
11
14
14 1 95°
13
13 1 80°
11
12
12 11
109 7
1 50°
12
1 80° 1 95° 65°
1 50° 21 0°
225° 1 35°
16h30: Night
9
11 42
10:30 16:30
9
10
13
1151
09
6
5
1 s t Nov
1 s t Feb
13h00: Almost all the views tend to confirm that more light patches enter the building during the coldest day than the hottest day, especially view 8.
4
240° 1 20°
255° 1 05°
270°90°
285°75°
300°60°
31 5°45°
330° 30°
345° 1 5° N
1 65°
January 21 / Mid-October
View 1
View 2
View 3
View 4
View 5
View 6
View 7
View 8
View 9
View 10
View 11
View 12
Jan 21 10:30
Jan 21
13:00
Jan 21 16:30 P47
Green Re-Articulates Red 9.2. July 12 / Mid June Set-up for the testings Observations: North 345°
30°
31 5°
North
45°
1 s t J ul 60° 1 s t Aug
1 s t J un 300° 20
06
13:00
1 s t M ay 285°
19
07
75° 1 s t S ep
13 1124
10:30
08
16: 30
270° 17
1 s t M ar 255°
16
15 14
1 s t Feb
13
10 16
90°
10: 30
16:30 09
10
1 s t Nov
18
1 20° 1 s t Dec
19
1 95°
13
12 06
11
1 80°
1 50°
12 1 65°
16h30: The area that received a lot of direct light in the 1st May test receives less light.
9
1 35°
11 14
10
8
07
20
15 21 0°
6
5
08
9 10
13h00: The patches of direct light are almost invisible.
3 7
1 05°
11
16
4
17
12
240° 1 s t J an
225°
2
1 s t Oc t
09
10h30: More direct light enters through the large component of th sculpture yard than in May.
1
11 15 18
13: 00
1 s t Apr
July 12this the hottest day in average in Paris (Source: Meteonorm Database). Idealy, NO DIRECT SUN should enter at all. The curvature of the component is not designed according to the curvature of the but only for one hour of a day therefore in the afternoon light still enters the building. Since the afternoon and the mornings are cooler, those patches could be asppropriate.
1 5°
330°
1 80° 1 95° 65°
1 2150° 0°
225° 1 35°
240° 1 20°
255° 1 05°
270°90°
285°75°
300°60°
31 5°45°
330° 30°
345° 1 5° N
July 12 / Mid-June
View 1
View 2
View 3
View 4
View 5
View 6
View 7
View 8
View 9
View 10
View 11
View 12
July 12 10:30
July 12 13:00
July 12 16:30
P48
Green Re-Articulates Red 9.3. May 1st /Mid August
Set-up for the testings Observations : North 345°
The Sun-path Curve of 1st May - 15th August is the main driver for the entire design. Before this period, the Sun enters the building to warm it up, after it blocks everything. This is in theory. This test should prove if it works practicaly.
1 5°
330°
30°
North 31 5°
45°
1 s t J ul
1 s t J un 300°
60° 1 s t Aug 06
75° 1 s t S ep
19
11
1
10:30
16: 30
17
1 s t M ar 255°
16
13: 00
15 18
270°
13 12 14
07
1 s t Apr
- 10h30: Almost no direct light hits the ground.
13:00
1 s t M ay 285°
90°
10 : 30
2
10
08
16
1 s t Oc t
16:30
4 3 7
09 09 17
1 05° 10
1 s t Nov
- 13h00: The patches of direct light that enter the building are quite thin under the stair component but much larger under the roof element covering the sculpture yard (highlighted in red). 6
5
08
10
15
1 s t Feb
11 14
240° 1 s t J an
13
8
07
9
12
19
225°
16
10
1 35°
11
06
15 21 0°
11 14 1 95°
13 1 80°
1 50°
12
1 80° 1 95° 65°
1 50° 21 0°
225° 1 35°
240° 1 20°
255° 1 05°
270°90°
- 16h30: The patcher are much wider but still covers less than half the ground of the building. A very large patch of direct light enters the building through the front opening on View 8 (Highlighted).
9
18
1 20° 1 s t Dec
12
285°75°
300°60°
31 5°45°
330° 30°
345° 1 5° N
1 65°
May 1 - Mid-August
View 1
View 2
View 3
View 4
View 5
View 6
View 7
View 8
View 9
View 10
View 11
View 12
May 1 10:30
May 1 13:00
May 1 16:30 P49
Green Re-Articulates Red
10. Drawings
Green Re-Articulates Red 10.1. Roof Plan in Urban Context
Private entrance
B
A
Public entrance under canopy
Public entrance Through Staircase â&#x20AC;&#x153;democratic groundâ&#x20AC;?
C
Existing Market Place which could be linked to covered Market under canopy
P50
Green Re-Articulates Red 10.2. Roof Plan
B
A
C
P51
Green Re-Articulates Red 10.2. Common Plan
Possible re-organisation of interior with a â&#x20AC;&#x153;buffer zoneâ&#x20AC;? corridor behind protected facade.
A
Art Gallery Separate access from main building
B
C
P52
Green Re-Articulates Red 10.4. Ground Level Plan
P53
Green Re-Articulates Red 10.5bis Elevation towards existing building
P54bis
Green Re-Articulates Red 10.5. Section A
P54
Green Re-Articulates Red 10.6. Section B
P55
Green Re-Articulates Red 10.7. Section C
P56
Green Re-Articulates Red 11.2 View towards the Democratic Ground
P57
Green Re-Articulates Red 11.2 View towards the Art Gallery
P58
Green Re-Articulates Red 11.3 View towards the back of the building
P59
Green Re-Articulates Red 12. Physical Model 12.1. View towards the Democratic Ground
P60
Green Re-Articulates Red 12.2. View towards the Art Gallery
P61
Green Re-Articulates Red: Ground and Daylight Transformations of the French Communist HQ Acknowledgment: First I would like to thank all my family and especially my parents Alain and Chantal Mamou-Mani for their constant love and support. Thank you to Anne Save de Beaurecueil and Franklin Lee, having such wonderful, dedicated and complementary tutors made my fifth year very enjoyable. Thank you to Gérard Fournier, Lina Larini, Cédric Clérin, Laurent Klajbaum and Claudine Ludwig for all the time you have taken to talk to me in Paris and for all the precious information you have given me. I hope you will find this project relevant and inspiring. Thank you to Jean Déroche for the great stories on Oscar Niemeyer and on how the building was made. Thank you to Sophie Hyafil, Architecte des bâtiments de France, for thinking my building could be real. Thank you to Simos Yannas and Joanna Goncalves for helping me with the “Green” part of the title. Thank you to Mike Weinstock for believing in this project. Thank you to Andrew Matthews, Stephen Proctor and Gareth Wilkins for allowing me to apply the knowledge I gained to the professional world. Thank you to Jean-Louis Courtois for all his help on the physical model. Thank you to all my tutors, Jonas Lundberg, Steve Hardy, Yosuke Obuchi, Alan Dempsey, Eugene Han, George L. Legendre and Charles Taschima. Thanks you to Chris Matthews and Chris Pierce, my sixth year tutors. Thanks you to Kengo Skorick for your generous help. Thank you to Sanem Alper for all your support and positive energy throughout the year.
A special Obrigado to Oscar Niemeyer, the greatest living Architect and above all, a beautiful and inspiring human being.