SA_VOL2 EMPLOYED

woojsung

SELECTED WORKS //

VOL.2_EMPLOYED

WOOJAE SUNG 성우제

PRINCIPAL, LICENSED ARCHITECT IN NEW YORK, AIA

ASSISTANT PROFESSOR, SEJONG UNIVERSITY

E. ws@selective-amplification.net

M. +82 10 4757 1353

A. Suit 101, 121 Gunja-ro, Gwangjin-gu, Seoul, 05000, Korea

WWW.SELECTIVE-AMPLIFICATION.NET

ARCHITECTURE / INTERIOR / FACADE / PARAMETRIC DESIGN

WOOJAE SUNG 성우제

PRINCIPAL, LICENSED ARCHITECT IN NEW YORK, AIA

ASSISTANT PROFESSOR, SEJONG UNIVERSITY

E. ws@selective-amplification.net

M. +82 10 4757 1353

A. Suit 101, 121 Gunja-ro, Gwangjin-gu, Seoul, 05000, Korea

WWW.SELECTIVE-AMPLIFICATION.NET


WOOJAE SUNG

AIA / RA NY

ws@selective-amplification.net | +82 10 4757 1353 | www.selective-amplification.net

WORK EXPERIENCE

2017 - Current

2009 - Current

Sejong University . Seoul, Korea . Assistant Professor

Seoul, Korea

Assistant Professor, Department of Architecture

Design Studio and Architectural Design Courses

Selective Amplification . Seoul, Korea . Principal

Seoul, Korea

Venture Center, Sejong University Campustown

Seoul Campustown Project Winning Entry / In Progress (To Be Completed in 2019)

Seoul, Korea

Speech at UIA 2017 Seoul

Parametric Design in Digital Design and Fabrication Session, 2017

Seoul, Korea

Seoul Animation Center

Proposal for Seoul Animation Center, 2016

Busan, Korea

Secluded Island

Proposal for Commercial Complex, 2016

Suncheon, Korea

Art Quad - Oblique Function

Proposal for a Community Center, 2016

Goesan, Korea

Senior/Junior Center

Honorable Mention, Korean Rural Architecture Competition, 2015

NY, USA

Vestibule +

Notable Entry, Folly 2014, The Architectural League NY, Socrates Sculpture Part, NY

NY, USA

PV Tensegrity Forest

Proposal for Installation, LAGI, Land Art Generator Initiative 2012

MI, USA

Parametric Design Installation

Proposal for Installation, TAXFAB Digital Design Conference, 2012

NY, USA

Component Wall

Honorable Mention, Bentley Be Inspired Awards in Computational Design, 2009

2015 - 2017

Grimshaw Architects . New York, NY, U.S.A. . Associate

Dubai, UAE

Dubai Expo 2020 Sustainable Pavilion

Main Canopy Design Leader / Project Architect, Expected Completion in 2019

Yeongcheon, Korea

Lets Run Park

Design Leader / Project Architect, Ongoing Schematic Design Phase

Hainan, China

Botanical Wonders Museum

Design Leader / Project Architect

2015

OMA . New York, NY, U.S.A. . Senior Architect

New York, NY

515 18th Street Residential Tower

Design Leader / Project Architect

2013 - 2015

SHoP Architects . New York, NY, U.S.A. . Senior Associate

New York, NY

Barclay’s Center Green Roof

Design Leader / Project Architect, Completed in 2016

Cleveland, OH

Quicken Arena

Interior Curtain Facade Design Leader / Project Architect, Ongoing Construction Documentation Phase

Biscayne, Miami, FL

Biscayne Residential Tower

Design Leader / Project Architect

2009 - 2013

Grimshaw Architects . New York, NY, U.S.A. . Intermediate Architect / Leader - Computational Design Unit

Shanghai, China

Disney Tomorrowland

Project Designer, Completed in 2015

FL, USA

Miami Science Museum

Facade Designer, Completed in 2017

Incheon, Korea

Incheon International Airport Passenger Terminal 2 Competition

Facade Designer

4 Mile Run Pedestrian-Cyclist Bridge Competition VA

Project Designer

New York, NY

LaGuadia Airport Competition

Facade Designer

Seocheon, Korea

Ecorium (National Ecological Institute)

Project Designer, Completed in 2012


WOOJAE SUNG

AIA / RA NY

ws@selective-amplification.net | +82 10 4757 1353 | www.selective-amplification.net

2003 - 2006

Samoo Architects & Engineers . Seoul, Korea . Junior Architect

JeonJu, Korea

National Nanotechnology Integration Center

Project Designer, Completed in 2008

GyeongGi, Korea

Bio Organs Research & Production Center

Designer

GyeongGi, Korea

College of Pharmacy, Sungkyunkwan University

Project Designer, Completed in 2007

PyungChang, Korea

Weekend Housing for Samsung Executives

Designer

Seoul, Korea

Guest House, Sungkyunkwan University

Project Designer, Completed in 2006

GyeongGi, Korea

2nd Laboratory Building, Sungkyunkwan University

Project Designer, Completed in 2006

LECTURE & TEACHING

September, 2017

Spring, 2016

Fall, 2015

Spring, 2015

Fall, 2011 - Spring, 2013

April, 2010

Spring, 2009 - Fall, 2009

Invited Speaker . UIA 2017, Seoul

Parametric Design, Digital design & Fabrication

Guest Lecturer . University of Pennsylvania

Parametric design lecture and workshop for M.arch design studio

Guest Lecturer . The City College of New York

Parametric design lecture and workshop for B.arch design studio

Guest Lecturer . University of Pennsylvania

Parametric design lecture and workshop for M.arch design studio

Advanced Parametric Design and Scripting . Harvard University GSD

Advanced parametric design lecture and workshop for Digital Media course for graduate students

DIGITAL Lecture Series . Syracuse University

Parametric design lecture and workshop

Grasshopper Workshop . Cornell University AAP

Advanced parametric design lecture and workshop for graduate studios

HONORS & AWARDS

April, 2014

April, 2014

April, 2009

October, 2008

October, 2008

April, 2008

December, 2002

Honorable Mention . 10th Korean Rural Architectural Competition (UIA)

Notable Entries . Folly 2014 / The Architectural League NY

Honorable Mention . Bentley Academic Be Inspired Award in the Computational Design competition

Featured Student . AAP, Cornell University

Selected Studio Work, Spring 08 . AAP, Cornell University

Selected Studio Work, Fall 07 & Spring 07 . AAP, Cornell University

First Prize : Graduation Work . Yonsei University

PUBLICATION

April 2015 - Current

May 2009

Parametric Design . Korean Architects Journal (by KIRA, Korea Institute of Registered Architects)

Bimonthly Article about Parametric Design on Korean Architects Journal

From Top Down to Bottom Up . Interviewed by Brett Duesing, Obleo Design Media (http://obleo.net)

Bottom up design methodology through parametric tools

CERTIFICATIONS

November, 2014

Licensed / Registered Architect New York State (#37422) / AIA (#38430055)

Ncarb / Office of the Professions, NY State / The American Institute of Architects


WOOJAE SUNG

AIA / RA NY

ws@selective-amplification.net | +82 10 4757 1353 | www.selective-amplification.net

EDUCATION

December, 2008

February, 2003

August, 2000

Cornell University . Ithaca, NY

Master of Architecture

Yonsei University . Seoul, Korea

Bachelor of Science in Architectural Engineering

Yonsei University . Seoul, Korea

Bachelor of Science in Civil Engineering


CONTENTS //

VOL.2_EMPLOYED

DISNEY SHANGHAI //

TOMORROWLAND

DUBAI EXPO 2020 //

SUSTAINABILITY PAVILION,

MAIN CANOPY

BARCLAYS CENTER //

GREEN ROOF

QUICKEN LOAN ARENA //

CURTAIN

MIAMI RESIDENTIAL //

FACADE

CHELSEA RESIDENTIAL //

INDOOR/OUTDOOR LIVING

31

TBU

TBU

MIAMI SCIENCE MUSEUM //

LIVING CORE,

DOUBLE CURVED FACADE

ECORIUM //

NATIONAL INSTITUTE OF ECOLOGY

LGA //

SHADING FACADE


TBU

TBU

TBU

THE PARK EVERYOUNG //

LETS RUN HORSE PARK, YOUNGCHEON

4 MILE RUN BRIDGE //

PEDESTRIAN-CYCLIST BRIDGE

NEW RIVER BRIDGE //

XINGJIANG, CHINA

TBU

TBU

TBU

VAUGHAN STATION //

TTC

SUNGKYUNKWAN UNIV. //

2ND LABORATORY BUILDING

NNIC //

NATIONAL NANOTECHNOLOGY

INTEGRATION CENTER

XXX //

XXX XXX XXX

XXX //

XXX XXX XXX

XXX //

XXX XXX XXX


DISNEY SHANGHAI //

TOMORROWLAND

@ GRIMSHAW / 2013 / SHANGHAI / CHINA


DISNEY SHANGHAI //

TOMORROWLAND

Disney theme park들중 하나인 Tomorrowland는 Walt Disney의 미래도시에 대한 이상향을 담은 작은 실험실 입니다. 어제의 땅이 되지 않기 위해서

Tomorrowland에서는 현존의 기술로 생각할수 있는 가장 미래지향적인 공간의 설계, 그리고 이를 통한 futuristic guest experiences를 제공하고자 합니다.

기존에 많이 사용되지 않던 재료, 과감한 구조, 다양한 프로그램간의 창의적인 연결을 통하여 오늘의 놀이공원에서 느끼지 못하는 새로운 sensory experiences

를 주는 것이 디자인의 가장 큰 목표였습니다.

Image credit @ Disney Imagineering : Vision of Tomorrowland


SUPER BLOCK

CONCOURSE

JETPACKS


TRON CANOPY

FOOD KIOSK

STAGE


overall park

Tomorrowland는 Tron, Jet Packs, Soarin’ 등의 주요 attraction들과 F&B가 있는 superblock, stage 및 foodkiosk가

위치해있는 lower level park, 그리고 이들을 연결하는 concourse로 구성되어 있습니다.

tron canopy

Tron Canopy 뒤쪽의 black box내에서 출발하는 Tron rollercoster는 일정시점에서 box의 외부로 뛰어나와 Tron Canopy

로 둘러싸인 외부공간으로 나오게 됩니다. ETFE로 덮여있는 이 canopy는 roller coster를 위한 기본적인 weather protection이외에도 낮과 밤의 빛환경을

이용하여 black box내에서의 ride experience와 상반되는 또다른 sensory experience를 제공합니다.

jet packs

Concourse의 제일 끝에 위치한 Jet Packs는 원심력을 이용하여 오르고 내리는 삼차원의 원형 운동을 하는 놀이기구 입니다. 언제나 긴

queue를 위한 canopy를 제공하여 관람객의 편의를 제공합니다. 이와 더불어 대지 주변의 prevailing wind로 인한 놀이기구의 운동성능에 영향을 최소화 하기

위해 CFD analysis를 통해 최적의 공역학적인 형태를 생성했습니다.


food kiosk

Food kiosk는 upper level concourse및 lower level park를 이어주는 spiral 형태의 계단과 이의 중심에 위치한 작은

take out 음식 가판대로 구성되어 있습니다. Tomorrowland의 중심에 위치하며 lower level park에서의 시각적인 중요성으로 인해 많은 study를 했던

몇 안되는 작은 scale의 attraction중 하나 입니다.

super block

Super Block은 Soarin’및 기타 지원시설, 그리고 F&B가 위치하고 있는 가장 기능적인 공간입니다. 이 공간을 전체적으로

유기적인 형태를 띄우는 나머지의 시설들과 시각적인 연속성을 가지도록 건축적인 interface를 제공하였습니다.

concourse

Tomorrowland의 척추가 되는 연결통로를 제공하는 elevated walkway입니다. Lower level park에서의 시각적인

노출로 인해 고가차도의 아래부분과 같이 어둡고 사용되어지지 않는 공간과 같이 느껴지지 않도록 몇가지 디자인적인 요소들을 도입했습니다.


DISNEY SHANGHAI //

TOMORROWLAND, TRON CANOPY

Tomorroland의 main attraction 중 하나인 Tron rollercoster의 canopy구조는 트랙의 위치, 경사, 곡률 그리고 rollercoster의 속도, 그리고 트랙 하부

concourse로부터의 안전거리를 고려하여 rollercoster를 이용하는 관람객뿐 아니라 트랙 아래로 concourse를 지나가는 관람객또한 즐거운 시각적인 경험을

하도록 디자인이 되었습니다. 3way-gridshell로 구성된 canopy는 double layer ETFE pillow로 덮여 있으며 항시 색이 변하는 LED조명이 투영 되어

환상적인 분위기를 만들어 냅니다.


journey through cloud

Tron Canopy를 경험하는 다양한 시점및 시각적 방법을 제공하여 비정형의 geometry 가 지니고 있는 풍부한

시각적 감수성을 극대화 하고자 하였습니다. ETFE foil로 생성될 불투명하고 빛에 민감히 반응하는 canopy에 대한 감각적인 경험은 마치 구름사이를

지나다니는 경험과 비슷하기를 바랬습니다.


shaping form

Tron Canopy의 형태를 결정하는 것은 마치 형태에 영향을 미치는 많은 변수들을 통해 조각을 해 나가는 과정과

비슷했습니다. 주어진 rollercoster의 track을 중심으로 track과 canopy의 안전한 거리를 정의하는 reach envelop 을 설정하고 이를 중심으로 면을

설정합니다. 이후 concourse에 있는 관람객으로부터 track까지의 안전거리및 rollercoster의 debris trajectory 에 의해 형태가 미세조정 됩니다.


TRON CANOPY CLEARANCE ANALYSIS

DEBRIS TRAJECTORY STUDY

CONCOURSE ADJUSTMENT


gridshell form finding

3 way gridshell 구조의 Tron canopy의 form finding process 입니다. 기능과 요구조건을 만족하는 initial

design surface로부터 mesh relaxation/form finding process를 통해 gridshell의 각 부재에 tension이나 compression을 제외한 응력을 최소화 하고

균일한 구조를 만들게 됩니다.


gridshell structure

3 way gridshell중 두방향은 conventional gridshell의 구조 부재 역할을 하고 각 node마다 뻣어나오는 prop들은 세번째

방향의 부재들을 지지 합니다. 이 세번째의 부재들은 연속적으로 구성되는 ETFE pillow의 guide rail이 되어 최종적인 weather line을 형성합니다.


12.988735 13.961603

18.673972

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15.896531

156.546406

17.454145

34.797841

17.244712

15.723776

18.857535

17.061434

15.633812

19.102431

24.380306

23.015537

16.704362

14.297216

14.441191

17.304137

29.879419

29.352296

23.869461

12.055006 19.033492

36.907299

17.167895

14.006544

62.709411

35.398074

19.696411

23.910724

42.867268

22.645367

33.617493

20.420458

13.857031

14.550567

14.913418

21.805969

94.509932

45.830912

15.979103

32.931868 17.720377

15.565853

21.201474

30.238263

22.511548

17.396384

15.755772

14.088975

28.856434

51.789012

14.292304

14.397874

22.002158

27.03532

19.531378

10.809414

41.236197

23.491955

18.214654

32.090421

12.886511

14.530957

17.562558

21.289226

24.65793

19.34149

26.975367

30.565189 26.225849

13.218301

26.185814

22.062403 12.409475

15.547917

24.541278

28.164806

40.313321

23.765908

17.697637

12.468644

26.3413

13.808568

16.927873

10.23789

27.970513 28.816093 22.849132 25.725287 20.399324 17.126699

21.044296

15.365243 14.294778

12.910147

15.501627 12.803075

7.937584

26.886473

29.484132

26.456926

20.821396

13.27053

14.70109

28.387014

19.815846 16.413715 10.994683 11.294952 9.552149

18.903237

21.590737

23.187302

18.979043 20.310295

25.9729932.209029 23.484737

13.04508

16.047306

27.886937

13.145949

20.586257

13.168843

9.91154

12.849487 7.893031

13.082727

13.511093

20.03031

15.014427

4.509552

37.911186

14.429219

28.903634

18.201827

11.890851

29.430257

20.330474

11.015842 21.501159

13.404175 16.580256

31.582256

23.78957823.576888

25.877237 21.750801

23.680076

12.14236 19.014996

13.433424 11.032333

13.523427

22.57417325.105025

33.044408

23.640892

16.096871

14.971034

16.217273 26.659977

50.048213

15.724271

11.285988

9.486041 14.71841

12.76163914.058568

3.984851

28.739846

23.546817

11.912533

17.992329

23.800703

16.349804 19.848917

21.25354822.439541 25.45117

16.237631 11.04738 16.212077 29.21862

16.146444

38.190037

16.088177

30.023501

17.24638

14.675454

18.236735

52.308567

11.607457

13.606726

22.062525

20.740537

11.841045

27.518066

24.21603

13.062467

14.054662

22.046642

22.209781 75.704001

20.98756120.835146

12.941882 12.879128

17.333501

15.654642

17.353326

20.066891

17.50474

46.25945 53.248389

16.439989

11.408018

14.597214

25.030891

13.5503

38.284131 54.763295

15.811573

28.470071

13.870579

18.680891

23.722545

13.560769 13.768585

20.346474

41.219974

17.903419

18.277126

3.180985 129.881808

15.185787

12.609785

30.913163

14.796017

17.902135

26.851867

14.020927

23.405216

21.617112

31.837209

14.595436 17.532566

37.771685

19.098681

15.375805

23.067474 29.032452

15.746995

6.706041 32.42522712.554583

16.61964

20.711963

39.23719

24.05327 32.976094

12.021112 22.969453

12.760745

18.421639

48.182332

25.103307 32.296524

14.138834

15.3836320.006397

16.975607

28.452879

23.430707

16.044046 16.66645

19.014919 44.938965

13.388444

6.495284

10.348424 13.078673

49.0 46.0

18.684568 32.2088 48.989895 30.127302 71.0 129.0 22.316936

17.0

11.76206 25.0

33.0

81.0 143.0

12.135279

17.239317

24.0

10.0 22.635703

15.125409

18.068853 27.438912 26.982064 21.396669 15.550393

.56009

9.124866 21.0

6.778762

21.79725

13.76176

2 25.106365 21.0

65.0 60.0 82.0 15.36356

34.0 42.0

112.0 41.0 17.094833

40.0

46.891663 17.0 8.708491

15.399564 24.0

18.166556

22.0

15.73893

21.246155 21.142425 19.905852 42.0

21.34593

6.611702 15.0 17.571141 23.0 18.588743

12.856499 12.508982

0

64.0 63.0 58.0

20.878218 11.271754 18.0

58.0

40.0

14.27872 31.0

39.0

41.0

20.494149

70.737693 13.717376 16.422491

8.826542

16.366179 16.806969 21.063445 21.262055 56.0

16.0

26.0

18.291629

22.0

128.0

14.0 40.524845

12.625942

19.0

16.002475 20.0

5.302109

15.946327

48.0 57.0 52.0 46.0

13.0

45.0

15.484969 18.0

41.0

28.441809 48.0

61.0

.0 gridshell 17.185752 rationalization

31.0 19.124289 18.790913

12.30685915.0

26.0

18.869699 14.235781 35.0

14.486789

13.0

21.0

27.547611

15.582825 15.95707117.09382 15.35664

70.0

21.0

52.0 44.0 42.0

22.225338

41.0 50.0

24.715877 52.0

13.0

11.0

39.0

15.104491 15.0

31.0

31.0

12.0

30.0

6.0

14.0

6.67528 23.6276915.75870120.50435521.38039 27.0

16.078826

17.374028

.0

14.0

22.0

17.819611

42.0

13.0

19.0

43.0 38.0 41.0 44.0 13.841646

27.0

9.0

16.0

42.0

41.0

36.0

30.0

11.0

14.0

21.89509325.61032121.192748 27.0

23.0

15.955174 29.0

4.0

33.559413

15.0

15.0

22.0

15.972378

24.0

13.0

8.0

11.0

18.0

21.06.0 10.0

10.0 9.010.011.0 26.0

13.0

16.0 10.0 13.0

32.0 49.0 30.0 22.0

12.0

198.0 12.0

19.0

17.0 23.0

15.0

27.0

27.0 21.0

16.0

32.0 9.0

22.0

7.0

26.0 25.0 14.0

18.0

15.0 17.0

47.0 9.0

15.0

18.0

16.0

21.0

21.0 20.0 21.0

37.0 18.0

19.0

13.0 13.0

21.0 11.0 14.0

20.0

71.0 14.0 16.0

9.0

16.0 16.0 17.0 21.0 21.0 18.0

13.0

5.0 41.0 16.0

15.0

28.0

17.0

12.0

28.0 14.0 14.0

15.0 22.0 16.0 16.0 17.0 19.0 19.0 19.0

15.0

7.0 24.0 16.0 21.0 21.0 25.0

16.0

17.0

18.0

14.0

22.0 26.0 21.0

16.0

16.0 34.0

Gridshell의 세번째 방향의 부재들은 정확한 ETFE pillow의 재단을 위해 다른 부재들과는 다르게 치수가 안정이

되어 있어야 하기에 정수로 떨어지는 radius를 가지는 arc들로 rationalize 시킬필요가 있었습니다.

15.853772

5.001163

20.0

36.0 38.0 40.0 47.0

6.349505 57.879647 32.0 34.0

32.0

19.53946315.920742 22.0

20.0

16.0 5.0

15.0

32.0

6.0 58.0

GRIMSHAW | DESIGN DEVELOPMENT

2012.05.01 19

14.0

24.0

31.0

20.0 16.0

15.0

18.0

15.744276

15.624872

18.0

14.0

16.0 16.0

24.0

30.066661

16.0

26.0 38.0 42.0 35.0

17.26023915.794217 16.109719 36.0 42.0 26.0

13.0

19.005572

Tron Canopy Round Tube Arc Evaluation

25.0

30.0

22.0

20.0

17.0 16.0

25.0

19.0

19.0

25.0

12.86063

17.098332

16.50914

24.0 7.0

16.0

16.0

17.0 17.0

14.177846 29.0 38.0 36.0 31.0

13.0

17.370058 34.0

24.0

15.0

25.0

23.0 19.0

35.0

27.684415

18.135599

23.0

17.0

28.0

20.937865 19.0

25.0

21.0

20.020.019.023.0 12.934618

10.0

*Note: Schematic Set model

4.0 12.0 9.014.012.016.0 15.0

13.0 14.0

9.0 25.012.015.0

14.0

18.0

19.124439

17.591184

20.0

13.0 19.0

18.0

5.039.019.019.019.0

28.013.925261

26.0 29.0 37.0

12.102972

32.0 17.970887 31.0

48.032591 14.0

14.0

27.474018

14.028.022.019.020.023.0

21.4609

30.0

12.0

48.0

92.0 33.0

18.0

27.0

20.46354

20.058147 21.0

19.0

31.0

20.0 21.0

20.0

47.023.019.026.022.0 17.270779

19.23783

18.111319

20.051584 22.0

19.0 9.0

30.0

17.0

19.0 18.0

33.0

20.962182

31.0 17.584944

69.568259

22.25534

29.56975915.0

20.0

33.0 27.0

21.0

18.0

22.0 30.0 70.0

16.939585 16.0 16.734863

19.143035 21.0

47.0

18.565162

20.0

17.0

26.0

17.0

19.330869 25.0

18.589767

9.0

19.0

19.0

22.310642 29.0

18.0

19.0

19.0

36.0

13.28971

19.881124

20.026224

21.55319130.641489

17.0

22.0

65.0

31.0

34.41055

17.793591

31.364108

13.0

20.0

20.0

29.387731 24.847643

19.34730719.0

18.0 22.0 31.0 34.031.0

55.0

30.296235

19.0

29.0 25.0

19.0

4.0

8.212415 41.0 20.551276

24.24831

17.0

28.0

8.0 30.0

21.0

19.962825117.0

37.160553

90.0

24.0

22.820142

24.0

23.0

37.0 20.0

19.092893 23.150503

31.137498

26.203022

23.0

16.611293

25.436952

23.618407

17.535653 18.0

34.0 27.74564

31.0

19.0

24.262825 12.0 19.08086

19.0

25.665419

24.0

18.0 17.0

23.0 26.025.0

28.0

30.439465 62.0

45.573768 37.721553

98.0

19.0

110.0

21.0

24.0

46.0

30.0

24.0

19.0

26.0

38.0

32.051801 27.175932 22.7825719.071701

17.627624 16.149866 21.0 16.880785 19.424317 32.0

20.093314

20.0

18.89418

19.20439 34.0

32.0 27.023.0

19.0 18.0 16.0 17.0 19.0 20.0

29.0

19.0

18.0

19.292348

19.0

43.699282

88.0

15.179839

19.0

30.01528 19.92761716.982674

.511774

15.896641

23.0

36.0

44.0

15.0

21.0

30.020.0

17.0

15.216389

29.0

31.0

16.0

44.65562

21.0

18.430874

15.896531

1

17.244712

15.723776 37.0

45.0

15.0

18.0

16.0

157.0

17.0

17.061434

15.633812 35.0

17.0

16.0

19.0

.015537

16.704362

14.297216

14.441191 23.0

17.0

16.0

19.0

24.0

17.0

29.352296

23.869461

12.055006 19.033492 29.0

14.0

14.0

17.0

30.0

24.0

12.0

36.907299

17.167895

14.006544

4

42.867268

63.0

37.0

20.420458

13.857031

14.550567

43.0

17.0

14.0

20.0

35.0

19.0

24.0

3.617493

94.509932

32.931868

45.830912

15.979103

20.0

17.720377

15.565853

46.0

14.0

15.0

15.0

23.0

34.0

22.0

95.0

18.0

16.0

16.0

22.511548

51.789012

17.396384

15.755772

14.088975

19.531378

21.0

30.0

33.0

23.0

14.292304 10.809414

16.0 14.0

17.0

41.236197

23.491955

14.0

29.0

52.0 14.0

18.214654

32.090421 24.65793

19.34149

12.886511

22.0

27.0

20.0

14.530957

26.975367

13.0

18.0

11.0

41.0 32.0

23.0

15.0

30.565189 26.225849 22.062403

13.218301

12.409475

18.0

21.0

25.0

19.0

27.0

31.0 13.0

15.547917

40.313321

26.0

26.022.0 12.0

16.0

17.697637

12.468644 25.0

28.0

40.0

13.808568

16.927873 24.0

18.0

12.0

27.970513 28.816093 22.849132 25.725287 20.399324 17.126699

14.0

17.0

15.365243 14.294778

12.910147

15.501627 12.803075

7.937584

10.0

26.0 28.0

21.0

29.0 23.0 26.0 20.0 17.015.0

26.886473

14.0 8.0

13.0

16.0 13.0

20.821396

27.0

13.27053 29.0

14.70109 26.0

19.815846 16.413715 10.994683 11.294952

13.0

15.0

21.0

9.552149

28.0

18.979043 20.310295

20.0 16.011.011.0

9932.209029 23.484737

13.04508

16.047306

7.893031

19.0

22.0

20.0

10.0

23.0

13.0

13.145949

20.586257

13.168843

9.91154

12.849487

26.0 32.0 23.0 19.0

16.0

13.082727

13.511093

20.03031

15.014427

4.509552

28.0

37.911186

13.010.0

13.0 8.0

13.0 13.0

14.0

21.0 20.0

18.201827

11.890851

20.330474

11.015842 21.501159

14.0

29.0

18.0

15.0

12.0 5.0

38.0

13.404175 16.580256

25.877237 21.750801

13.0

80076

12.14236 19.014996

29.0

11.0

17.0

13.433424 11.032333

13.523427 32.0

22.0 20.0

22.0

24.0 24.0

22.57417325.105025

24.0 26.0

12.0 19.0

14.0

23.640892

13.0

16.096871

14.71841 14.971034

11.0 24.0

23.0 25.0

16.217273 26.659977

15.0

15.724271

11.285988

9.486041

33.0

16.0

27.0

12.76163914.058568

3.984851

11.0

15.0

16.0

50.0

16.0

13.0 14.0 4.0

9.0

23.546817

11.912533

17.992329

.43954125.45117

16.349804 19.848917 29.0

18.0

16.0 20.0

16.237631 11.04738 16.212077 29.21862

24.0

12.0

21.0 22.0 25.0

24.0

16.088177

16.146444

30.023501

16.0 11.0 16.0 29.0

16.0

17.24638

14.675454

18.236735

38.0

16.0

30.0

17.0

11.607457

13.606726

22.062525

15.0

14.0

18.0

12.0

22.0

20.740537

11.841045

52.0

24.21603

13.062467

14.054662

22.209781 75.704001

28.0

21.0

12.0

24.0

14.0

6120.835146

22.0 21.0 21.0

13.0

22.0 76.0

12.941882 12.879128

17.333501

17.0

15.654642

17.353326

20.066891

13.0 13.0

17.50474

16.0

17.0

20.0

46.25945 53.248389

18.0

53.0

16.439989

11.408018

14.597214

16.0

15.0

46.0

11.0

25.030891

13.5503

14.0

.284131 54.763295

15.811573

28.470071

16.0

28.0

13.870579

38.0 55.0

25.0

18.680891

23.722545

14.0

13.560769 13.768585

20.346474

41.219974

19.0

24.0

17.903419

14.0 14.0

20.0

41.0

18.0

18.277126

18.0

3.180985 129.881808

15.185787

12.609785

30.913163

3.0 130.0

13.0

15.0

31.0

14.796017

17.902135

26.851867

15.0

14.020927

23.405216

18.0

27.0

14.0

23.0

21.617112

31.837209

14.595436 17.532566

22.0

15.0 18.0

37.771685

32.0

38.0

19.098681

15.375805

23.067474 29.032452

19.0

15.0

23.0 29.0

15.746995

16.0

6.706041 32.42522712.554583

7.0 32.0 13.0

16.61964

20.711963

39.23719

21.0

39.0

24.05327 32.976094

17.0

24.0 33.0

12.021112 22.969453

12.760745

12.0 13.0

18.421639

23.0

18.0

48.182332

48.0

25.103307 32.296524

25.0

14.138834

14.0

32.0

15.3836320.006397

15.0 20.0

16.975607

28.452879

17.0

23.430707

23.0 28.0

16.044046 16.66645

16.0 17.0

19.014919 44.938965

19.0 45.0

13.388444

13.0

6.495284

6.0

As of Schematic:

Round- Steel Member Count: 851

Different Arc Radii: 851

Mitigated:

Round- Steel Member Count: 851

Different Arc Radii: 89 (whole number)

Schematic Set Round-Tube Arc Radii

Upstand에서 일정한 거리만큼을 띄우고 whole number의 radius를 가진 arc로 rationalized되었으며 이는 851개의 모두다른 arc를 89개의 arc로 간략화

시켰습니다.

GRIMSHAW | DESIGN DEVELOPMENT

2012.04.20 Tron Canopy Round Tube Node Evaluation

d 1

d 1

33.294209 48.981701 45.674970.976527 129.436193

24.836175

80.654297

143.435465

24.280925

10.286807

64.271576 62.725785 57.896555

39.068586

58.253565

39.84591

40.824106

30.858821

56.380897

3.509571 40.675186

117.334614

89.632355

18.684568 32.2088 48.989895 30.127302 22.316936 17.239317

15.125409

18.068853 27.438912 26.982064 21.396669 21.79725

16.366179 16.806969 21.063445 21.262055 18.291629

15.946327

19.124289 18.790913 18.869699

15.582825 15.95707117.09382 15.35664

24.715877

21.89509325.61032121.192748 15.955174

15.972378

57.879647 19.53946315.920742

15.744276

30.066661 17.26023915.794217

17.098332

d 2

As of Schematic:

Node Count: ~920

Schematic Set Structural Node (Upstand)


12.988735 13.961603

18.673972

9.981708

14.618091 15.296594

18.684736

25.1297

15.990377

11.617684

14.177555 19.868

17.936321

19.346012

31.977493

20.788313

13.182502

14.325627

21.584149 28.374768

21.725559

19.691379

43.26797

23.292439 21.599842

16.106767

25.96837

14.96887

47.842601

26.909422

19.400109

64.493751

22.39931430.342998

113.106066

17.064533

24.828724

28.750613

15.629604

33.185404

19.429963

20.796235

18.256654

27.314575

16.588885

15.858269

16.364421

26.241036

27.25219

16.504444

16.321098

17.316734

22.0814

22.883496

25.299445

21.950159

20.713494

16.626614

13.329198

11.063187

13.104459

8.680479

10.762674

4.252748

15.394145

11.033704

10.343939

8.05903

20.530606

5.540012

31.67712730.809921

30.25141

22.825782

20.992517

20.689228

15.438991

13.538457

14.985755

12.523623

117.9428

301.78942

32.846523

52.755306

30.097334

15.02668

22.845573

15.921143

18.217208

26.394635

15.745671

14.017622

19.782514

13.277803

18.258264

9.06627

14.55964

21.853746

21.303088

11.572296

6.194635

16.35791

14.048533

21.405781

21.036393

20.280118

15.045799

220.643689

161.877035

27.828059

31.56191632.559468

48.55717

68.333765

14.258796

13.723856

14.660528

13.268995

41.743659 54.901117 64.542829

111.206023

573.024678

24.237551

41.650213 65.327615 60.312205 81.823524 111.557813

34.034207

41.489034

23.803425

40.453498

41.861941

22.114603

25.729214

22.334557

22.298382

18.517436

155.386411

284.266812

30.592758

25.858557

21.656038

18.239501

30.994599

27.400977

17.958968

17.754604

44.664709 47.511849 56.614337 51.7695146.087597

41.038904

47.712326

26.829064

23.490518

41.068519 50.278

30.713768

35.651588

31.898202

23.847445

31.700674

11.18356

23.862201

25.534538 10.296667 8.514068 9.520054

15.994663

13.320165

15.696565

15.192399

25.196484

24.59166

3.991477 12.020103 9.48041 14.298355 12.324181

19.373044

16.294194

24.528198

9.406324

23.315293 18.572208

25.48089714.895728

13.883303

15.21816

11.571397 24.22201

19.465365

23.418616

20.100494

20.200631

4.72699718.875579

19.468107 19.05044

39.463696

28.188941 21.749291 19.220046

92.292374 33.2913 14.47705

60.652559

34.968641

52.375106 44.157108 41.820474 52.334024

38.971414

38.027615 40.530402 43.577242

42.295202 42.73769

41.26317

29.745718

40.078699

33.671374 36.153758 37.534653 47.445226 32.429816

22.10169

29.384062 38.044168 35.648328 31.105678 33.852987 35.052361

23.309265

20.11094 22.511771 28.040012 26.488101 28.892094 36.794169 31.63506 31.096985

29.891967

20.863557

11.597979

61.51526

128.289578

19.467681

97.6474

20.791593

69.680618

13.017342

29.943482

41.931592

37.755242.139993

34.712416 35.792396 41.54763

21.529913

26.07078

25.906785

19.71972

46.876177 23.288928 19.47257 25.787514 21.817991 21.952714 30.244535 33.12826 31.247658

33.120332

27.254415

15.649427

26.090352

25.022934

28.825919

35.999673

23.584405

20.685916

19.862874

27.148252

19.019443

19.682493

19.098843

18.53464

21.165653

19.550869

64.838724

30.749008

19.458649

29.213115

88.398031

156.546406

62.709411

14.397874

19.102431

14.913418

17.921648

18.887371

21.244838

20.943534

17.304137

19.696411

21.201474

22.002158

17.562558

24.541278

10.23789

21.044296

29.484132

29.309917

24.077915

30.610053

13.580349

24.295302

22.641364

25.40245

7.23443

13.017622

18.2845

17.447595

18.600202

16.792846

18.903237

27.886937

14.429219

31.582256

33.044408

12.86063

14.177846

17.370058

27.684415

25.024062

18.135599

20.937865

9.531668

12.934618

19.124439

17.591184

13.847169

13.925261

12.102972

48.032591

21.4609

17.970887

27.474018

31.482552

20.46354

20.058147

9.394645

17.270779

19.23783

18.111319

20.051584

15.485041

20.962182

17.584944

69.568259

22.25534

29.569759

47.466972

16.939585 16.734863

19.143035

9.442799

18.565162

19.330869

18.589767

22.310642

13.28971

19.881124

20.026224

21.55319130.641489

34.41055

17.793591

31.364108

54.785349

29.387731 24.847643

19.347307

27.992328

30.296235

8.212415

20.551276

24.24831 19.962825

22.904574

37.160553

22.820142

33.844049

31.137498

16.611293 19.092893 23.150503 26.203022

23.618407

17.535653

25.436952 27.74564

110.494884

19.08086

25.665419

24.262825

30.439465

45.573768 37.721553

31.514987

32.051801 22.7825719.071701

17.627624 16.149866 16.880785

27.175932

19.42431720.093314

33.813523

18.89418

19.20439 19.292348

35.523566

15.179839

43.699282 30.01528 19.92761716.982674

28.967974

30.511774

15.896641

15.216389

36.95175

44.65562

18.430874

15.896531

34.797841

17.244712

15.723776

17.061434

15.633812

24.380306

23.015537

16.704362

14.441191

29.879419

29.352296

23.869461

14.297216

12.055006 19.033492

35.398074

36.907299

17.167895

14.006544

23.910724

42.867268

33.617493

20.420458

13.857031

14.550567

94.509932

45.830912

15.979103

32.931868 17.720377

15.565853

30.238263

22.511548

15.755772

14.088975

17.396384

28.856434

51.789012

14.292304

27.03532

19.531378

10.809414

41.236197

23.491955

18.214654

32.090421 24.65793

19.34149

12.886511

14.530957

26.975367

30.565189 26.225849 22.062403

13.218301

12.409475

15.547917

28.164806

40.313321

23.765908

17.697637

12.468644

26.3413

16.927873

27.970513 28.816093 22.849132 25.725287 20.399324 17.126699

13.808568

15.365243 14.294778

12.910147

15.501627 12.803075

7.937584

26.886473

20.821396

13.27053

14.70109

19.815846 16.413715 10.994683 11.294952 9.552149

21.590737

23.187302

20.310295

25.9729932.209029 23.484737 18.979043

13.04508

16.047306

13.145949

20.586257

13.168843

9.91154

12.849487 7.893031

13.082727

13.511093

20.03031

15.014427

4.509552

37.911186

18.201827

11.890851

20.330474

11.015842 21.501159

13.404175 16.580256

23.78957823.576888

21.750801

23.68007625.877237

12.14236 19.014996

13.433424 11.032333

13.523427

22.57417325.105025

23.640892

16.096871

14.971034

16.217273 26.659977

11.285988

9.486041 14.71841

15.724271

12.76163914.058568

3.984851

23.546817

11.912533

17.992329

23.800703

16.349804 19.848917

21.25354822.439541 25.45117

16.237631 11.04738 16.212077 29.21862

16.088177

16.146444

30.023501

17.24638

14.675454

18.236735

11.607457

13.606726

22.062525

20.740537

11.841045

27.518066

24.21603

13.062467

14.054662

22.046642

22.209781 75.704001

20.98756120.835146

12.941882 12.879128

17.333501

15.654642

17.353326

20.066891

17.50474

46.25945 53.248389

16.439989

11.408018

14.597214

25.030891

13.5503

38.284131 54.763295

15.811573

28.470071

13.870579

18.680891

23.722545

13.560769 13.768585

20.346474

41.219974

17.903419

18.277126

3.180985 129.881808

15.185787

12.609785

30.913163

14.796017

17.902135

26.851867

14.020927

23.405216

21.617112

31.837209

14.595436 17.532566

37.771685

19.098681

15.375805

23.067474 29.032452

15.746995

6.706041 32.42522712.554583

16.61964

20.711963

39.23719

24.05327 32.976094

12.021112 22.969453

12.760745

18.421639

48.182332

25.103307 32.296524

14.138834

15.3836320.006397

18.593106

23.781189

17.947869

23.070884

17.454145

18.857535

22.645367

21.805969

21.289226

26.185814

28.903634

29.430257

50.048213

28.739846

38.190037

52.308567

13.448342

26.456926

28.387014

7.008492

10.859653

14.45462

7.050039

6.958036

12.006326

13.684807

7.383952

16.2327

38.666231 41.601537

31.18895

10.348424

15.57556

13.078673 19.36533418.66787624.622173 19.086206 10.576165

11.76206

197.627851 12.135279

22.635703

15.550393

31.56009

9.124866

6.778762

13.76176

26.393032 25.106365

15.36356

17.094833

46.891663 8.708491

15.399564

18.166556

15.73893

21.246155 21.142425 19.905852 21.34593

36.611702 17.571141

18.588743

12.856499 12.508982

20.878218 11.271754 14.27872

20.494149

70.737693 13.717376 16.422491

8.826542

40.524845

12.625942

16.002475

5.302109

15.484969

28.441809

17.185752

12.306859

14.235781

14.486789

27.547611

22.225338

15.104491

6.67528 23.6276915.75870120.50435521.38039 16.078826

17.819611

6.349505

16.975607

28.452879

23.430707

16.044046 16.66645

19.014919 44.938965

13.388444

6.495284

13.841646

15.853772

16.109719

17.374028

33.559413

15.624872

16.50914

5.001163

19.005572

ETFE clamp rationalization

ETFE pillow를 지지하는 clamp는 pillow내의 공기압의 손실을 최소화 하기 위해서 다른 구조부재와는 다르게

연속적 이어야 합니다. 이를 위해 upstand사이를 지나는 arc위에 clamp가 연속적으로 놓였을때 얼마만큼의 torsion과 bending이 발생하는지 알아보고

이를 통해 torsion과 bending이 최소화가 되는 최적화된 clamp의 위치를 정의해야 합니다.

GRIMSHAW | DESIGN DEVELOPMENT

2012.05.01 Tron Canopy Round Tube Evaluation

Node Evaluation

21 22 20

*Note: Schematic Set model

33.294209 48.981701 45.674970.976527 129.436193

24.836175

80.654297

143.435465

24.280925

10.286807

64.271576 62.725785 57.896555

39.068586

58.253565

39.84591

40.824106

30.858821

56.380897

3.509571 40.675186

117.334614

89.632355

18.684568 32.2088 48.989895 30.127302 22.316936 17.239317

15.125409

18.068853 27.438912 26.982064 21.396669 21.79725

16.366179 16.806969 21.063445 21.262055 18.291629

15.946327

19.124289 18.790913 18.869699

15.582825 15.95707117.09382 15.35664

24.715877

21.89509325.61032121.192748 15.955174

15.972378

57.879647 19.53946315.920742

15.744276

30.066661 17.26023915.794217

17.098332

As of Schematic:

Node Count: ~920

Clamping Schematic Profile Set Structural Plane vs. Node Arc Profile (Upstand)

Plane

GRIMSHAW | DESIGN DEVELOPMENT

2012.04.20 2012.04.26 2012.05.01 Tron Canopy Round Tube Evaluation

SK-705 21

*Note: Schematic Set model

Clamping Profile Plane

37°

24°

21°

19°

27°

Round-Tube Arc Profile Plane

31° 25° 23° 28° 18° 16°

Difference between corresponding planes

Clamping Profile Plane vs. Arc Profile Plane


12.988735 13.961603

18.673972

9.981708

14.618091 15.296594

18.684736

25.1297

15.990377

11.617684

14.177555 19.868

17.936321

19.346012

31.977493

20.788313

13.182502

14.325627

21.584149 28.374768

21.725559

19.691379

43.26797

23.292439 21.599842

16.106767

25.96837

14.96887

47.842601

26.909422

19.400109

64.493751

22.39931430.342998

113.106066

17.064533

24.828724

28.750613

15.629604

33.185404

19.429963

20.796235

18.256654

27.314575

16.588885

15.858269

16.364421

26.241036

27.25219

16.504444

16.321098

17.316734

22.0814

22.883496

25.299445

21.950159

20.713494

31.67712730.809921

30.25141

22.825782

20.992517

20.689228

117.9428

301.78942

32.846523

52.755306

30.097334

220.643689

161.877035

27.828059

31.56191632.559468

48.55717

68.333765

155.386411

284.266812

41.743659 54.901117 64.542829

111.206023

573.024678

24.237551

41.650213 65.327615 60.312205 81.823524 111.557813

34.034207

41.489034

23.803425

40.453498

22.114603

16.626614

41.861941

15.02668

22.845573

15.921143

18.217208

26.394635

15.745671

25.729214

128.289578

22.334557

19.467681

14.017622

19.782514

47.511849 56.614337 51.7695146.087597

13.277803

44.664709

47.712326

18.258264

41.038904

60.652559

9.06627

30.592758

34.968641

14.55964

25.858557

21.853746

21.405781

13.329198

21.036393

50.278 52.375106 44.157108 41.820474

11.063187

41.068519

52.334024

15.438991

30.713768

38.971414

11.572296

30.994599

6.194635

14.258796

27.400977

21.303088

13.723856

22.298382

13.104459

18.517436

42.7376938.027615

40.530402 43.577242 41.26317

8.680479

16.35791

42.295202

35.651588

29.745718

10.762674

14.048533

26.829064

4.252748

23.490518

15.394145

14.660528

21.656038

13.268995

18.239501

11.033704

36.153758 37.534653 40.078699

33.671374

47.445226

8.05903

20.280118

31.700674

32.429816

10.343939

15.045799

31.898202

22.10169

20.530606

5.540012

13.538457

23.847445

14.985755

17.958968

12.523623

17.754604

11.18356

23.862201

25.534538 10.296667 8.514068 9.520054

15.994663

13.320165

15.696565

15.192399

25.196484

24.59166

3.991477 12.020103 9.48041 14.298355 12.324181

19.373044

16.294194

24.528198

9.406324

23.315293 18.572208

25.48089714.895728

13.883303

15.21816

11.571397 24.22201

19.465365

23.418616

20.100494

20.200631

4.72699718.875579

19.468107 19.05044

39.463696

28.188941 21.749291 19.220046

92.292374 33.2913 14.47705

29.384062 38.044168 35.648328 31.105678 33.852987 35.052361

23.309265

20.11094 22.511771 28.040012 26.488101 28.892094 36.794169 31.63506 31.096985

29.891967

20.863557

11.597979

61.51526

97.6474

20.791593

69.680618

13.017342

29.943482

41.931592

37.755242.139993

34.712416 35.792396 41.54763

21.529913

26.07078

25.906785

19.71972

46.876177 23.288928 19.47257 25.787514 21.817991 21.952714 30.244535 33.12826 31.247658

33.120332

27.254415

15.649427

26.090352

25.022934

28.825919

35.999673

23.584405

20.685916

19.862874

27.148252

19.019443

19.682493

19.098843

18.53464

21.165653

19.550869

64.838724

30.749008

19.458649

29.213115

88.398031

156.546406

62.709411

14.397874

19.102431

14.913418

17.921648

18.887371

21.244838

20.943534

17.304137

19.696411

21.201474

22.002158

17.562558

24.541278

10.23789

21.044296

29.484132

29.309917

24.077915

30.610053

13.580349

24.295302

22.641364

25.40245

7.23443

13.017622

18.2845

17.447595

18.600202

16.792846

18.903237

27.886937

14.429219

31.582256

33.044408

12.86063

14.177846

17.370058

27.684415

25.024062

18.135599

20.937865

9.531668

12.934618

19.124439

17.591184

13.847169

13.925261

12.102972

48.032591

21.4609

17.970887

27.474018

31.482552

20.46354

20.058147

9.394645

17.270779

19.23783

18.111319

20.051584

15.485041

20.962182

17.584944

69.568259

22.25534

29.569759

47.466972

16.939585 16.734863

19.143035

9.442799

18.565162

19.330869

18.589767

22.310642

13.28971

19.881124

20.026224

21.55319130.641489

34.41055

17.793591

31.364108

54.785349

29.387731 24.847643

19.347307

27.992328

30.296235

8.212415

20.551276

24.24831 19.962825

22.904574

37.160553

22.820142

33.844049

31.137498

16.611293 19.092893 23.150503 26.203022

23.618407

17.535653

25.436952 27.74564

110.494884

19.08086

25.665419

24.262825

30.439465

45.573768 37.721553

31.514987

32.051801 22.7825719.071701

17.627624 16.149866 16.880785

27.175932

19.42431720.093314

33.813523

18.89418

19.20439 19.292348

35.523566

15.179839

43.699282 30.01528 19.92761716.982674

28.967974

30.511774

15.896641

15.216389

36.95175

44.65562

18.430874

15.896531

34.797841

17.244712

15.723776

17.061434

15.633812

24.380306

23.015537

16.704362

14.441191

29.879419

29.352296

23.869461

14.297216

12.055006 19.033492

35.398074

36.907299

17.167895

14.006544

23.910724

42.867268

33.617493

20.420458

13.857031

14.550567

94.509932

45.830912

15.979103

32.931868 17.720377

15.565853

30.238263

22.511548

15.755772

14.088975

17.396384

28.856434

51.789012

14.292304

27.03532

19.531378

10.809414

41.236197

23.491955

18.214654

32.090421 24.65793

19.34149

12.886511

14.530957

26.975367

30.565189 26.225849 22.062403

13.218301

12.409475

15.547917

28.164806

40.313321

23.765908

17.697637

12.468644

26.3413

16.927873

27.970513 28.816093 22.849132 25.725287 20.399324 17.126699

13.808568

15.365243 14.294778

12.910147

15.501627 12.803075

7.937584

26.886473

20.821396

13.27053

14.70109

19.815846 16.413715 10.994683 11.294952 9.552149

21.590737

23.187302

20.310295

25.9729932.209029 23.484737 18.979043

13.04508

16.047306

13.145949

20.586257

13.168843

9.91154

12.849487 7.893031

13.082727

13.511093

20.03031

15.014427

4.509552

37.911186

18.201827

11.890851

20.330474

11.015842 21.501159

13.404175 16.580256

23.78957823.576888

21.750801

23.68007625.877237

12.14236 19.014996

13.433424 11.032333

13.523427

22.57417325.105025

23.640892

16.096871

14.971034

16.217273 26.659977

11.285988

9.486041 14.71841

15.724271

12.76163914.058568

3.984851

23.546817

11.912533

17.992329

23.800703

16.349804 19.848917

21.25354822.439541 25.45117

16.237631 11.04738 16.212077 29.21862

16.088177

16.146444

30.023501

17.24638

14.675454

18.236735

11.607457

13.606726

22.062525

20.740537

11.841045

27.518066

24.21603

13.062467

14.054662

22.046642

22.209781 75.704001

20.98756120.835146

12.941882 12.879128

17.333501

15.654642

17.353326

20.066891

17.50474

46.25945 53.248389

16.439989

11.408018

14.597214

25.030891

13.5503

38.284131 54.763295

15.811573

28.470071

13.870579

18.680891

23.722545

13.560769 13.768585

20.346474

41.219974

17.903419

18.277126

3.180985 129.881808

15.185787

12.609785

30.913163

14.796017

17.902135

26.851867

14.020927

23.405216

21.617112

31.837209

14.595436 17.532566

37.771685

19.098681

15.375805

23.067474 29.032452

15.746995

6.706041 32.42522712.554583

16.61964

20.711963

39.23719

24.05327 32.976094

12.021112 22.969453

12.760745

18.421639

48.182332

25.103307 32.296524

14.138834

15.3836320.006397

18.593106

23.781189

17.947869

23.070884

17.454145

18.857535

22.645367

21.805969

21.289226

26.185814

26.456926

28.387014

28.903634

29.430257

50.048213

28.739846

38.190037

52.308567

13.448342

7.008492

10.859653

14.45462

7.050039

6.958036

12.006326

13.684807

7.383952

16.2327

38.666231 41.601537

31.18895

10.348424

15.57556

13.078673 19.36533418.66787624.622173 19.086206 10.576165

11.76206

197.627851 12.135279

22.635703

15.550393

31.56009

9.124866

6.778762

13.76176

26.393032 25.106365

15.36356

17.094833

46.891663 8.708491

15.399564

18.166556

15.73893

21.246155 21.142425 19.905852 21.34593

36.611702 17.571141

18.588743

12.856499 12.508982

20.878218 11.271754 14.27872

20.494149

70.737693 13.717376 16.422491

8.826542

40.524845

12.625942

16.002475

5.302109

15.484969

28.441809

17.185752

12.306859

14.235781

14.486789

27.547611

22.225338

15.104491

6.67528 23.6276915.75870120.50435521.38039 16.078826

17.819611

6.349505

30.066661

16.975607

28.452879

23.430707

16.044046 16.66645

19.014919 44.938965

13.388444

6.495284

13.841646

15.853772

16.109719

17.374028

33.559413

15.624872

16.50914

5.001163

19.005572

GRIMSHAW | DESIGN DEVELOPMENT

2012.05.01 Tron Canopy Round Tube Evaluation

23 22

*Note: Schematic Set model

Clamping Profile Plane vs. Arc Profile Plane

GRIMSHAW | CONSTRUCTION DESIGN DEVELOPMENT DOCUMENTATION

2012.08.10 2012.05.01 Tron Canopy Round Tube Node Evaluation Evaluation

SK-994 20 23

308. Tron Canopy ETFE Clamp Study

*Note: Schematic Set model

Maximum bending and torsional stresses shown

for each primary ETFE clamp.

As of Schematic:

Node Count: ~920

33.294209 48.981701 45.674970.976527 129.436193

24.836175

80.654297

143.435465

24.280925

10.286807

64.271576 62.725785 57.896555

39.068586

58.253565

39.84591

40.824106

30.858821

56.380897

Maximum torsion = 12.0 degrees / meter

3.509571 40.675186

117.334614

89.632355

Maximum bending = 13.1 degrees / meter

B=4.0°

T=1.3° B=3.8°

T=1.9° B=3.6°

T=0.9° B=4.2°

T=2.9°

B=4.1°

T=2.2°

B=4.2°

T=2.2°

B=4.0°

T=1.9°

B=3.8°

T=1.7°

B=3.9°

T=1.7°

B=4.4°

T=2.4°

B=4.8°

T=3.0°

B=4.6°

B=2.2°

T=0.7°

T=3.4°

18.684568 32.2088 48.989895 30.127302 22.316936 17.239317

15.125409

18.068853 27.438912 26.982064 21.396669 21.79725

B=4.0°

B=2.5°

T=3.5°

T=1.2°

16.366179 16.806969 21.063445 21.262055 18.291629

15.946327

B=2.9°

19.124289 18.790913

15.582825 15.95707117.09382 T=1.2°

18.869699

15.35664

24.715877

B=3.3°

21.89509325.61032121.192748

T=1.2° 15.955174

15.972378

57.879647 19.53946315.920742

B=3.3° 15.744276

T=1.5°

17.26023915.794217

17.098332

B=2.8°

T=2.0°

B=2.1°

T=2.4°

B=2.2°

T=3.2°

B=2.7°

T=3.4°

B=3.1°

T=3.0°

B=2.6°

T=3.1°

B=2.4°

T=2.8°

B=3.9°

T=4.6°

B=2.8°

T=3.1°

B=2.0°

T=3.4°

B=2.6°

T=3.6°

B=2.9°

T=3.9°

B=3.6°

T=4.0°

B=3.6°

T=4.4°

B=2.5°

T=3.6°

B=3.1°

T=3.2°

B=4.2°

T=4.5°

B=2.7°

T=2.9°

B=3.3°

T=4.9°

B=13.1°

T=3.7°

B=11.0°

T=5.4°

B=12.2°

T=5.4°

B=7.4°

T=6.9°

B=4.1°

T=5.5°

B=4.9°

T=4.7°

B=3.7°

T=5.5°

B=4.5°

T=5.7°

B=6.0°

T=4.0°

B=7.2°

T=3.5°

B=6.2°

T=5.0°

B=3.6°

T=5.9°

B=5.1°

T=6.5°

B=4.4°

T=4.1°

B=3.1°

T=3.0°

B=2.6°

T=2.6°

B=2.7°

T=2.6°

B=4.7°

T=4.1°

B=3.3°

T=4.1°

B=9.5°

T=10.3°

B=3.0°

T=2.8°

B=2.6°

T=3.8°

B=7.9°

T=8.7°

B=3.4°

T=3.5°

B=3.8°

T=3.9°

B=3.4°

T=3.5°

B=3.1°

T=2.7°

B=11.4°

T=12.0°

B=3.8°

T=5.7°

B=3.9°

T=3.8°

B=2.9°

T=2.3°

B=4.3°

T=3.5°

B=4.0°

T=3.8°

B=4.9°

T=5.0°

B=5.6°

T=6.5°

B=3.1°

T=2.5°

B=3.0°

T=2.8°

B=3.8°

T=3.1°

B=4.1°

T=3.1°

B=2.8°

T=1.3°

B=3.5°

T=0.9°

B=3.7°

T=1.8°

Schematic Clamping Profile Set Structural Plane vs. Node Arc Profile (Upstand) Plane


drainage

Canopy의 gutter size및 이를 둘러싸고 있는 fascia의 형태를 결정하기 위해 우천시 canopy를 통해 발생하는 유량을 예측해야

했습니다. 기존에 설계된 canopy support 쪽으로 downpipe을 생성하기 위해 canopy의 design surface가 재구성 되었습니다.

GRIMSHAW | CONSTRUCTION DOCUMENTATION

2013.02.25 SK-1285 SK-1286

Maximum Slope

POINTS DETERMINED BY THE LOCATIONS

OF THE EXISTING DOWNPIPES

BOUNDARIES DEFINED BY APPLYING

WATER FLOW ALGORITHM ON AN UPSIDE-

DOWN BASE SURFACE.

THEY DISCRIBE TRAJECTORIES OF WATER

FLOW DOWN FROM THE HIGH RIDGE OF

THE SURFACE IN AN IDEAL CONDITION.

BLUE DASHED LINES INDICATE

EXISTING PROJECTED SURFACE

AREA BOUNDARIES

PROPOSING MAXIMUM PROJECTED ROOF SURFACE SLOPE AREA (Maximum (total 3,746 Slope m86 2 )

o )

GRIMSHAW | CONSTRUCTION DOCUMENTATION

2013.02.25 SK-1287

190 mm 1 hour 1 m 10 3 Q = A rm 2 (1+0.46tanØ) = 143 litres/second

1 hour

3600 s


l

10 3 mm

1 m 3

flow load

projected area

being drained:

359 SQ M

Shanghai 5-year

rainfall intensity

convert to litres per second

take into account

maximum roof slope:

86 degrees

flow load

Water To Be Drained Via Scuppers

Water to be drained via downpipes

PROPOSING FLOW LOAD (Liter/Sec)


또한 보다 정확한 예측을 위해서 parametric tool의 recursive process를 이용한 water flowing algorithm 을 직접 작성하고 이를 통해 각 downpipe에

모이는 유량을 예측하였습니다.


fascia panel typology

최소한의 모듈로 재구성하기 위해 다양한 digital technology가 동원 되었습니다.

Gutter의 크기가 결정된후 이를 감싸고 있는 fascia를 design하게 됩니다. 초기의 연속적인 양방향 곡면의 형태를

최종적으로 세가지의 typology group과 이의 variation들로 모든 fascia panel들을 구성하게 됩니다. 면의 뒤틀림이 없는 단순 절곡 panel group, 가장 넓은

면에 대각선 방향으로 한번의 추가적인 절곡이 발생하는 panel group, 옆면에 추가적인 절곡이 발생하는 panel group으로 나뉘게 됩니다.


정형화된 모듈과 비정형의 모듈이 canopy의 지점부를 중심으로 어떻게 위치하는지를 보여주는 이미지 입니다. 정형화된 모듈의 수가 증가 할수록 원래의

design surface로부터 벗어나는 정도가 심해지므로 적절한 개수를 찾아서 합리적인 동시에 cost effective한 정형/비정형 모듈의 수를 판단합니다.

GRIMSHAW | CONSTRUCTION DOCUMENTATION

2012.10.17 SK-1145

Tron Fascia at LEG D

Green : Unique Panels

with consistent gap (50mm)

Red : Identical Panels

with consistent gap (50mm)

Green : Unique Panels

with consistent gap (50mm)

Identical Panel Dimension

Leg D Overview

Identical Panels Spanning between Legs

Parametric tool을 사용하여 각 패널의 곡률및 뒤틀림을 분석하고 이를 최소화 시키며 동시에 균일하게 분포시켜 합리적인 형상을 찾아가는 과정입니다.

모든 rationalization process 후에 각 패널은 parametric tool을 이용하여 전개도를 자동으로 생성하게 됩니다.

GRIMSHAW | CONSTRUCTION DOCUMENT

2012.08.03 SK-937

GRIMSHAW | CONSTRUCTION DOCUMENT

2012.08.03 SK-924

308 - edge CLadding OpTiMiZaTiOn

1M PANEL

1.5M PANEL

308. EDGE CLADDING - PANEL STUDY

GRIMSHAW | CONSTRUCTION DOCUMENT

2012.08.03 SK-925

GRIMSHAW | CONSTRUCTION DOCUMENTATION

2012.11.28 SK-1206

872 871 901 963

938

784

R60

500

782

R60

500

841

R60

500

899

R60

500

867

R60

500

65°

65°

65°

65°

65°

1800

1800

1800

1800

1800

1800

961

90°

962

90°

953

90°

934

90°

1005

90°

R300

100

R300

100

R300

100

R300

100

R300

100

1045 1046 1009 986

1072

IJ-4 IJ-5

IJ-6 IJ-7

JK-1

944

894

920

975

1000

872

R60

500

863

R60

500

883

R60

500

939

R60

500

972

R60

500

65°

65°

65°

65°

65°

1800

1800

1800

1800

1800

1800

1002

90°

932

90°

920

90°

965

90°

955

90°

R300

100 R300 100 R300 100 R300 100 R300 100

1069

962 952

995 974

JK-2

BC-1

BC-2

CD-1

CD-2

308. EDGE CLADDING - PANEL STUDY

Fascia Panel Group B

Identical Panels 43 Families


fascia panel fine tune

패널의 정형화와 동시에, canopy의 supporting column들이 fascia panel을 만나는 형태에 따라 fascia panel

들이 때로는 더 넓어져야 할 필요가 있었습니다.

GRIMSHAW | CONSTRUCTION DOCUMENTATION

2012.10.17 SK-1143

Tron Fascia at LEG D

Interpolate with Sine curve

For smooth transition between panels

Kinky transition between panels

Consistent gap between panels

50 mm

Kinky transition between panels

Extend to pick up the column

Max. 576 mm

Existing : 1920 mm

Proposing : 2496 mm

Column punctuating panel at center

Column punctuating curved surface

GA prefered

Existing

Interpolate with Sine curve

For smooth transition between panels

Kinky transition between panels

Kinky transition between panels

Extend to pick up the column

Max. 576 mm

Existing : 1920 mm

Proposing : 2496 mm

Column punctuating curved surface

GA prefered

Existing

GRIMSHAW | CONSTRUCTION DOCUMENTATION

2012.10.17 SK-1144

Tron Fascia at LEG D

Consistent gap between panels

50 mm

Extend to pick up the column

Max. 576 mm

Existing : 1920 mm

Proposing : 2496 mm

Interpolate with Sine curve

For smooth transition between panels

GA prefered bottom view

Existing bottom view

GA prefered top view

Existing top view


GRIMSHAW gusset | DESIGN plate DEVELOPMENT

2012.05.24 SK-831

Fascia panel뒤로 canopy를 지탱하기 위한 v-column들이 peremeter beam과 만나게 되며 gusset plate가 필효하게

됩니다. 서로 다른 곡률들로 approximate된 peremeter beam의 segments 사이에 몇개의 평면으로 구성된 gusset plate들을 찾아가는 과정입니다.

GRIMSHAW | DESIGN DEVELOPMENT

2012.05.24 SK-831

GRIMSHAW | DESIGN DEVELOPMENT

2012.05.24 SK-833

Geometry의 특성상 각 절점들이 동일 평면상에 위치 하지 않기에 gusset plate를 만들기 위해서는 복잡한 계산과정이 필요했습니다. 다수의 점들이 동일

평면상에 위치하도록 점들의 가중 평균및 우선 순위를 고려하여 gusset plate들이 위치할 평면을 찾아가는 과정입니다.


ETFE air pressure supply

PMENT

anopy Compressor Evaluation

pump가 각 pillow의 공기압을 유지하기 위해 할당 되었습니다.

ETFE pillow는 canopy의 중심을 가로지르는 spine을 기점으로 span당 두개의 pillow로 나누어 집니다. 두개의

GRIMSHAW | DESIGN DEVELOPMENT

GRIMSHAW | DESIGN DEVELOPMENT

2012.05.01 Tron Canopy Compressor Evaluation

2012.05.01 Tron Canopy Compressor Evaluation

24 24

Total ETFE Inflated Volume: 1800 cubic meters

Total ETFE Inflated Volume: 1800 cubic meters

Proposed Compressor Type: Elnic Eluft 900 (2x)

Proposed Compressor Type: Elnic Eluft 900 (2x)

Location: Underneath emergency egress stair

Location:

Compressor

Underneath

1 Pipe Length:

emergency

~220

egress

meters

stair

Compressor

Compressor

1 Pipe

2 Pipe

Length:

Length:

~220

~260

meters

meters

Compressor 2 Pipe Length: ~260 meters

Volume: 1800 cubic meters

or Type: Elnic Eluft 900 (2x)

h emergency egress stair

ngth: ~220 meters

gth: ~260 meters


wind tunnel test

범위 안에 있는지를 재 확인 하게 해줍니다.

RWDI에서 진행된 wind tunnel test는 canopy의 형상이 풍하중및 우적에 어떻게 반응하는지를 살펴보고 구조설계가 허용


DISNEY SHANGHAI //

TOMORROWLAND, JETPACKS CANOPY

Concourse의 제일 끝에 위치한 Jet Packs는 원심력을 이용하여 오르고 내리는 삼차원의 원형 운동을 하는 놀이기구 입니다. 언제나 긴 queue를 위한 canopy

를 제공하여 관람객의 편의를 제공합니다. 이와 더불어 대지 주변의 prevailing wind로 인한 놀이기구의 운동성능에 영향을 최소화 하기 위해 CFD analysis를

통해 최적의 공역학적인 형태를 생성했습니다.


design sketches

Jetpacks ride의 queuing space에 weather protection을 제공하기 위한 세개의 canopy입니다. 각 canopy는 삼차원 원

운동을 하는 jetpacks ride에 기능적인 공간을 마련해 줌과 동시에 시각적인 backdrop을 제공해 줍니다.


E

PERS

F

arrangement

후면에 위치한 canopy B는 overflow를 위한 canopy로 superblock의 canopy와 시각적인 연속성을 가지고 있으며

나머지 두개의 canopy는 ride를 기다리는 queuing canopy들입니다.

CANOPY B

10 9 8 7 6 5 4 3 2 1

CANOPY C

CANOPY A

F

CANOPY B

9 8 7 6 5 4 3 2 1

PERSPECTIVE OF CANOPY A 2

A-534

E

CANOPY C

D

CANOPY A

F

PERS

D

CANOPY B

6 5 4 3 2 1

PERSPECTIVE OF CANOPY A 2

A-534

PERSPECTIVE OF CANOPY C 3

A-534

CANOPY C

CANOPY A

E

C

F

C

D

CANOPY B

4 3 2 1

PERSPECTIVE OF CANOPY A 2

A-534

PERSPECTIVE OF CANOPY C 3

A-534

PERSEPECTIVE OF CANOPY C 4

A-534

PERS

E

CANOPY A

B

F

B

JET PACKS OVERALL VIEW 1

A-534

C

JET PACKS OVERALL VIEW 1

A-534

D

PERSPECTIVE OF CANOPY A 2

PERSPECTIVE OF CANOPY C 3

PERSEPECTIVE OF CANOPY C 4

PERSPECTIVE OF CANOPY C

5

A

A-534

A-534

A-534

FRIT PATTERN

A-534

E

B

W 1

A

A-534

10 9 8 7 6 5 4 3 2 1

C

PERS

FRIT PATT

D

PERSPECTIVE OF CANOPY C 3

PERSEPECTIVE OF CANOPY C 4

PERSPECTIVE OF CANOPY C

5

A-534

A-534

FRIT PATTERN

A-534

A

10 9 8 7 6 5 4

B

9 8 7 6 5 4 3 2 1

C

PERSEPECTIVE OF CANOPY C 4

PERSPECTIVE OF CANOPY C

5

A-534

FRIT PATTERN

A-534

A

B

6 5 4 3 2 1

PERSPECTIVE OF CANOPY C

5

FRIT PATTERN

A-534

A

4 3 2 1


cfd analysis

Prevailing wind pattern에 기반을 두고 CFD analysis를 수행하였고, 이는 삼차원 원운동을 하는 jetpacks ride의 운동에

영향을 최소화 하기 위함이었습니다. Autodesk의 Varsari를 이용하여 진행되었으며 prevailing wind의 방향, 그리고 glass cladding의 형태에 따라

canopy를 넘어드는 바람의 영향을 손쉽게 관찰할 수 있습니다.


EQ

6.67°

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

C L

R13.750

R14.750

rationalization

같은 곡률을 사용하는 panel의 수를 늘여서 최소한의 이형 부재를 만들기 위한 rationalization process입니다. 같은 곡률의

panel들이 반복적으로 사용되고, 이를 재단하는 외곽선만이 바뀜을 알수 있습니다.

GRIMSHAW | CONSTRUCTION DOCUMENTATION

UCTION DOCUMENTATION

2012.08.10 SK-1014

Jet Packs Geometry Setout

etry Setout

SK-1014

R21.000

R21.000

R22.125

R22.125

R13.750

R13.750

R14.750

R14.750

66.67°

102.00°

66.67°

102.00°

66.67°

66.67°

GRIMSHAW | CONSTRUCTION DOCUMENTATION

2012.08.10 SK-1015

GRIMSHAW | CONSTRUCTION DOCUMENTATION

2012.08.10 SK-1016

Jet Packs Geometry Setout

(Canopy A and C)

Jet Packs Geometry Setout

(Canopy A and C)

R1.728

R13.750

R14.750

VAR.

R3.163

R3.187

EQ (6.67°)

EQ

EQ

EQ

EQ

6.67°

R3.163

EQ

EQ

EQ

EQ

Glass

R13.750

R13.750

R14.750 R14.750

EQ

EQ

R13.750

EQ

EQ

R13.750

R14.750

R14.750

VAR.

EQ

6.67°

EQ

6.67°

R1.728

6.67°

GFRP (Outer Surface)

EQ

6.67°

R3.187

EQ

EQ

R3.163

EQ

EQ

EQ

EQ

EQ

EQ

R1.728

VAR.

Glass Canopy

GFRP Cladding

6.67°

R3.187

GFRP (Inner Surface)

GRIMSHAW | CONSTRUCTION DOCUMENTATION

2012.08.10 SK-1017

GRIMSHAW | CONSTRUCTION DOCUMENTATION

2012.08.10 SK-1018

Jet Packs Geometry Setout

(Canopy B)

Jet Packs Geometry Setout

(Canopy B)

EQ (6.00°)

VAR.

R21.000

R21.000

R21.000

R22.125

R22.125 R22.125

6.00°

Glass

EQ

EQ

R21.000

R22.125

R8.717

EQ

EQ

EQ

EQ

R21.000

R22.125

EQ

EQ

VAR.

EQ

EQ

C L

R12.506

6.00°

R3.523

EQ

EQ

EQ

EQ

R8.717

GFRP (Outer Surface)

EQ

EQ

EQ

EQ

EQ

EQ

R21.000

EQ

6.00°

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

6.00°

EQ

EQ

EQ

EQ

EQ

EQ

EQ

R22.125

VAR.

R3.523

Glass Canopy

GFRP Cladding

R3.843

6.00°

R3.843

GFRP (Inner Surface)


ventilation

습도와 온도및 사용자들의 밀집도로 인한 불쾌감을 완화하기 위한 ventilation strategy study입니다. MEP consultant와

fan system provider와의 협의를 통해 wall fan system을 canopy base의 cavity에 설치하도록 하였습니다.

VENTILATION STRATEGY IDEA SKETCHES


DISNEY SHANGHAI //

TOMORROWLAND, FOOD KIOSK

Food kiosk는 upper level concourse및 lower level park를 이어주는 spiral 형태의 계단과 이의 중심에 위치한 작은 take out 음식 가판대로 구성되어

있습니다. Tomorrowland의 중심에 위치하며 lower level park에서의 시각적인 중요성으로 인해 많은 study를 했던 몇 안되는 작은 scale의 attraction중

하나 입니다.


design evolution

rationalize 하는 과정입니다.

초기의 spiral stair에서 시작한 아이디어가 food kiosk로 변하는 design 발전과정과, 이를 같은 곡률을 가지는 GFRC 면으로

GFRP PANEL

SAME GEOMETRY

/ DIFFERENT CUT OUT

53 TILES AT TOP ROW

51 TYPICAL + 2 UNIQUE

37 TILES AT BOTTOM ROW

35 TYPICAL + 2 UNIQUE

REVOLVED SURFACE

IDENTICAL SECTIONAL PROFILE

GFRC PANELS ON SURFACE 01

SAME PANEL WITH DIFFERENT CUT OUT

IDENTICAL SECTIONAL PROFILE

GFRP PANEL

SAME GEOMETRY

/ DIFFERENT CUT OUT

REVOLVED SURFACE

51 TILES AT TOP ROW

49 TYPICAL + 2 UNIQUE

31 TILES AT BOTTOM ROW

29 TYPICAL + 2 UNIQUE

GFRC PANELS ON SURFACE 02

SAME PANEL WITH DIFFERENT CUT OUT

DOUBLE CURVED

SURFACE

80 TILES AT TOP ROW

78 TYPICAL + 2 UNIQUE

24 TILES AT BOTTOM ROW

22 TYPICAL + 2 UNIQUE

GFRC PANELS ON SURFACE 03

SAME PANEL WITH DIFFERENT CUT OUT

53 TILES AT TOP ROW

51 TYPICAL + 2 UNIQUE

39 TILES AT BOTTOM ROW

37 TYPICAL + 2 UNIQUE

GFRP PANEL

SAME GEOMETRY

/ DIFFERENT CUT OUT

DOUBLE CURVED

SURFACE

IDENTICAL SECTIONAL

PROFILE

GFRC PANELS ON SURFACE 04

SAME PANEL WITH DIFFERENT CUT OUT


match line A

match line A

match line B

match line B

13,931

26,655

1,449

12,417

14,055

7,433

3,330

5,321

11,735

3,181

GFRP SURFACE A

AREA : 67.32 SQM

GFRP SURFACE B

AREA : 26.08 SQM

SMOOTH : 24.28 SQM

PATTERN : 1.8 SQM (6.90 %)

GFRP SURFACE @ FOOD KIOSK

AREA : 153.47 SQM

SMOOTH : 145.97 SQM

PATTERN : 7.5 SQM (4.89 %)

GFRP SURFACE C

AREA : 43.29 SQM

SMOOTH : 37.59 SQM

PATTERN : 5.7 SQM (13.17%)

GFRP SURFACE D

AREA : 16.78 SQM

2,370

5,250

5,250

2,370

5,250

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

Unroll Reference Cylinder Surface

DD

E

D

Pcc

Pbb

Py

J

Q

B

A

E

D

B

C

Pp

Px

Pv

Ph

Pg

M

Pa

GFRP Panel Projection Set out Diagram

F

B

Pm

GFRP Panel (31)

Paa

Pz

Pee

Pdd

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

Pq

Pb Pn Po Ps

Pr Pt Pu

Pd

Pc Pe Pf Pj

Pi Pk Pl

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

1423.4

1424.4

1436.0

1436.8

1436.5

1435.2

1432.4

1385.4

1425.8

1427.5

1429.5

1431.7

1434.1

1534.6

1384.2

1474.7

692.0

4772.6

314.5

1422.8

1227.9

1204.8

1938.2

2715.1

3224.6

3729.9

4234.8

3692.3

96.6

617.2

1156.8

1692.4

1662.6

1336.8

960.2

2557.4

2375.9

2172.8

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

2100.0

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2

1380.2

1174.2

1057.6

1011.5

1242.5 274.9

1224.3

543.2

390.5 801.4 1428.0

1411.2

1439.3

466.9

1123.7

1095.9 1421.1

1399.4

1388.8

428.9

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

Unroll Reference Cylinder Surface

DD

E

D

Pcc

Pbb

Py

J

Q

B

A

E

D

B

C

Pp

Px

Pv

Ph

Pg

M

Pa

GFRP Panel Projection Set out Diagram

F

B

Pm

GFRP Panel (31)

Paa

Pz

Pee

Pdd

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

Pq

Pb Pn Po Ps

Pr Pt Pu

Pd

Pc Pe Pf Pj

Pi Pk Pl

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

1423.4

1424.4

1436.0

1436.8

1436.5

1435.2

1432.4

1385.4

1425.8

1427.5

1429.5

1431.7

1434.1

1534.6

1384.2

1474.7

692.0

4772.6

314.5

1422.8

1227.9

1204.8

1938.2

2715.1

3224.6

3729.9

4234.8

3692.3

96.6

617.2

1156.8

1692.4

1662.6

1336.8

960.2

2557.4

2375.9

2172.8

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

2100.0

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2

1380.2

1174.2

1057.6

1011.5

1242.5 274.9

1224.3

543.2

390.5 801.4 1428.0

1411.2

1439.3

466.9

1123.7

1095.9 1421.1

1399.4

1388.8

428.9

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

Unroll Reference Cylinder Surface

DD

E

D

Pcc

Pbb

Py

J

Q

B

A

E

D

B

C

Pp

Px

Pv

Ph

Pg

M

Pa

GFRP Panel Projection Set out Diagram

F

B

Pm

GFRP Panel (31)

Paa

Pz

Pee

Pdd

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

Pq

Pb Pn Po Ps

Pr Pt Pu

Pd

Pc Pe Pf Pj

Pi Pk Pl

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

1423.4

1424.4

1436.0

1436.8

1436.5

1435.2

1432.4

1385.4

1425.8

1427.5

1429.5

1431.7

1434.1

1534.6

1384.2

1474.7

692.0

4772.6

314.5

1422.8

1227.9

1204.8

1938.2

2715.1

3224.6

3729.9

4234.8

3692.3

96.6

617.2

1156.8

1692.4

1662.6

1336.8

960.2

2557.4

2375.9

2172.8

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

2100.0

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2

1380.2

1174.2

1057.6

1011.5

1242.5 274.9

1224.3

543.2

390.5 801.4 1428.0

1411.2

1439.3

466.9

1123.7

1095.9 1421.1

1399.4

1388.8

428.9

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

P

DD

E

D

J

Q

B

A

E

D

B

C

M

GFRP Panel Projection Set out Diagram

F

B

GFRP Panel (31)

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

GRIMSHAW | CONSTRUCTION DOCUMENT

2012.08.27 SK-1005

300 FOOD KIOSK GEOMETRY SETOUT

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

linder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

DD

E

D

J

Q

B

A

E

D

B

C

M

GFRP Panel Projection Set out Diagram

F

B

GFRP Panel (31)

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

Project GFRP Panel Profile

to Reference Surface

Cylinder Projection Reference Surface

GFRP Profile Information

@ Reference Cylinder Surface

Unroll Reference Cylinder Surface

Pcc

Pbb

Py

Pp

Px

Pv

Ph

Pg

Pa

Pm

GFRP Panel (31)

Paa

Pz

Pee

Pdd

Pq

Pb Pn Po Ps

Pr Pt Pu

Pd

Pc Pe Pf Pj

Pi Pk Pl

1423.4

1424.4

1436.0

1436.8

1436.5

1435.2

1432.4

1385.4

1425.8

1427.5

1429.5

1431.7

1434.1

1534.6

1384.2

1474.7

692.0

4772.6

314.5

1422.8

1227.9

1204.8

1938.2

2715.1

3224.6

3729.9

4234.8

3692.3

96.6

617.2

1156.8

1692.4

1662.6

1336.8

960.2

2557.4

2375.9

2172.8

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

2100.0

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2

1380.2

1174.2

1057.6

1011.5

1242.5 274.9

1224.3

543.2

390.5 801.4 1428.0

1411.2

1439.3

466.9

1123.7

1095.9 1421.1

1399.4

1388.8

428.9

I

Project GFRP Panel Profile

to Reference Surface

D

Projection Set Out Plan (A, B, C, D, E

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

Unroll Reference Cylinder Surface

Pcc

Pbb

Py

J

A

E

D

B

Pp

Px

Pv

Ph

Pg

Pa

F

B

Pm

GFRP Panel (31)

Paa

Pz

Pee

Pdd

C

E

Ground Floor Set Out Plan

G

H

C

Pq

Pb Pn Po Ps

Pr Pt Pu

Pd

Pc Pe Pf Pj

Pi Pk Pl

3.9° 7.5°

Ø8000.00

14.5°

15.1°

3.6°

13.9° 6.5°

Cylinder Reference Su

Projection Line

GFRP Profile (A, B, C,

Ø8000.00

20.0°

Cylinde

5.6°

Cylinde

1423.4

1424.4

1436.0

1436.8

1436.5

1435.2

1432.4

1385.4

1425.8

1427.5

1429.5

1431.7

1434.1

1534.6

1384.2

1474.7

692.0

4772.6

314.5

1422.8

1227.9

1204.8

1938.2

2715.1

3224.6

3729.9

4234.8

3692.3

96.6

617.2

1156.8

1692.4

1662.6

1336.8

960.2

2557.4

2375.9

2172.8

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

2100.0

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2

1380.2

1174.2

1057.6

1011.5

1242.5 274.9

1224.3

543.2

390.5 801.4 1428.0

1411.2

1439.3

466.9

1123.7

1095.9 1421.1

1399.4

1388.8

428.9

I

A

D

L

EE

ence Surface

K

P

DD

E

D

J

Q

B

A

E

D

B

C

M

F

B

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

| CONSTRUCTION DOCUMENT

SK-1005

OD KIOSK GEOMETRY SETOUT

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

Unroll Reference Cylinder Surface

DD

E

D

Pcc

Pbb

Py

J

Q

B

A

E

D

B

C

Pp

Px

Pv

Ph

Pg

M

Pa

GFRP Panel Projection Set out Diagram

F

B

Pm

GFRP Panel (31)

Paa

Pz

Pee

Pdd

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

Pq

Pb Pn Po Ps

Pr Pt Pu

Pd

Pc Pe Pf Pj

Pi Pk Pl

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

1423.4

1424.4

1436.0

1436.8

1436.5

1435.2

1432.4

1385.4

1425.8

1427.5

1429.5

1431.7

1434.1

1534.6

1384.2

1474.7

692.0

4772.6

314.5

1422.8

1227.9

1204.8

1938.2

2715.1

3224.6

3729.9

4234.8

3692.3

96.6

617.2

1156.8

1692.4

1662.6

1336.8

960.2

2557.4

2375.9

2172.8

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

2100.0

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2

1380.2

1174.2

1057.6

1011.5

1242.5 274.9

1224.3

543.2

390.5 801.4 1428.0

1411.2

1439.3

466.9

1123.7

1095.9 1421.1

1399.4

1388.8

428.9

I

Project GFRP Panel Profile

to Reference Surface

D

Projection Set Out Plan (A, B, C, D,

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

Unroll Reference Cylinder Surface

Pcc

Pbb

Py

J

A

E

D

B

Pp

Px

Pv

Ph

Pg

Pa

F

B

Pm

GFRP Panel (31)

Paa

Pz

Pee

Pdd

C

E

Ground Floor Set Out Plan

G

H

C

Pq

Pb Pn Po Ps

Pr Pt Pu

Pd

Pc Pe Pf Pj

Pi Pk Pl

3.9° 7.5°

Ø8000.00

14.5°

15.1°

3.6°

13.9° 6.5°

Cylinder Reference

Projection Line

GFRP Profile (A, B,

Ø8000.00

20.0°

Cylin

5.6°

Cylin

1423.4

1424.4

1436.0

1436.8

1436.5

1435.2

1432.4

1385.4

1425.8

1427.5

1429.5

1431.7

1434.1

1534.6

1384.2

1474.7

692.0

4772.6

314.5

1422.8

1227.9

1204.8

1938.2

2715.1

3224.6

3729.9

4234.8

3692.3

96.6

617.2

1156.8

1692.4

1662.6

1336.8

960.2

2557.4

2375.9

2172.8

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

2100.0

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2

1380.2

1174.2

1057.6

1011.5

1242.5 274.9

1224.3

543.2

390.5 801.4 1428.0

1411.2

1439.3

466.9

1123.7

1095.9 1421.1

1399.4

1388.8

428.9

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

Unroll Reference Cylinder Surface

DD

E

D

Pcc

Pbb

Py

J

Q

B

A

E

D

B

C

Pp

Px

Pv

Ph

Pg

M

Pa

GFRP Panel Projection Set out Diagram

F

B

Pm

GFRP Panel (31)

Paa

Pz

Pee

Pdd

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

Pq

Pb Pn Po Ps

Pr Pt Pu

Pd

Pc Pe Pf Pj

Pi Pk Pl

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

1423.4

1424.4

1436.0

1436.8

1436.5

1435.2

1432.4

1385.4

1425.8

1427.5

1429.5

1431.7

1434.1

1534.6

1384.2

1474.7

692.0

4772.6

314.5

1422.8

1227.9

1204.8

1938.2

2715.1

3224.6

3729.9

4234.8

3692.3

96.6

617.2

1156.8

1692.4

1662.6

1336.8

960.2

2557.4

2375.9

2172.8

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

2100.0

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2

1380.2

1174.2

1057.6

1011.5

1242.5 274.9

1224.3

543.2

390.5 801.4 1428.0

1411.2

1439.3

466.9

1123.7

1095.9 1421.1

1399.4

1388.8

428.9

I

t GFRP Panel Profile

erence Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

ojection Reference Surface

K

P

DD

E

D

J

Q

B

A

E

D

B

C

M

GFRP Panel Projection Set out Diagram

F

B

P Panel (31)

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

GRIMSHAW | CONSTRUCTION DOCUMENT

2012.08.27 SK-1005

300 FOOD KIOSK GEOMETRY SETOUT

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

DD

E

D

J

Q

B

A

E

D

B

C

M

GFRP Panel Projection Set out Diagram

F

B

GFRP Panel (31)

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

1385.4 1534.6

1384.2

1474.7

692.0

4772.6

1227.9

1204.8

2715.1

3224.6

3729.9

4234.8

3692.3

617.2

1156.8

1692.4

2557.4

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2 1174.2 1242.5 274.9

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

DD

E

D

J

Q

B

A

E

D

B

C

M

GFRP Panel Projection Set out Diagram

F

B

GFRP Panel (31)

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

1385.4 1534.6

1384.2

1474.7

692.0

4772.6

1227.9

1204.8

2715.1

3224.6

3729.9

4234.8

3692.3

617.2

1156.8

1692.4

2557.4

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2 1174.2 1242.5 274.9

REFERENCE CYLINDER SURFACE

GFRP PANEL (C) & REFERENCE CYLINDER SURFACE

GFRP PANEL (A, B, C, D, E) & REFERENCE CYLINDER SURFACE

A

B

C

D

E

E

GFRP PANEL PROJECTION SET OUT PLAN

PROJECTION SET OUT PLAN (A, B, C, D, E)

GRIMSHAW | CONSTRUCTION DOCUMENT

2012.08.27 SK-1006

300 FOOD KIOSK GEOMETRY SETOUT

PROJECTION SET OUT & REFERENCE CYLINDER SURFACE

match line A

match line A

match line B

match line B

13,931

26,655

1,449

12,417

14,055

7,433

5,321

11,735

3,181

GFRP SURFACE A

AREA : 67.32 SQM

GFRP SURFACE B

AREA : 26.08 SQM

SMOOTH : 24.28 SQM

PATTERN : 1.8 SQM (6.90 %)

URFACE @ FOOD KIOSK

53.47 SQM

H : 145.97 SQM

: 7.5 SQM (4.89 %)

GFRP SURFACE C

AREA : 43.29 SQM

SMOOTH : 37.59 SQM

PATTERN : 5.7 SQM (13.17%)

GFRP SURFACE D

AREA : 16.78 SQM

2,370

5,250

5,250

2,370

5,250

match line A

match line A

match line B

match line B

13,931

26,655

1,449

12,417

14,055

7,433

3,330

5,321

11,735

3,181

GFRP SURFACE A

AREA : 67.32 SQM

GFRP SURFACE B

AREA : 26.08 SQM

SMOOTH : 24.28 SQM

PATTERN : 1.8 SQM (6.90 %)

GFRP SURFACE @ FOOD KIOSK

AREA : 153.47 SQM

SMOOTH : 145.97 SQM

PATTERN : 7.5 SQM (4.89 %)

GFRP SURFACE C

AREA : 43.29 SQM

SMOOTH : 37.59 SQM

PATTERN : 5.7 SQM (13.17%)

GFRP SURFACE D

AREA : 16.78 SQM

2,370

5,250

5,250

2,370

5,250

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

Unroll Reference Cylinder Surface

DD

E

D

Pcc

Pbb

Py

J

Q

B

A

E

D

B

C

Pp

Px

Pv

Ph

Pg

M

Pa

GFRP Panel Projection Set out Diagram

F

B

Pm

GFRP Panel (31)

Paa

Pz

Pee

Pdd

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

Pq

Pb Pn Po Ps

Pr Pt Pu

Pd

Pc Pe Pf Pj

Pi Pk Pl

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

1423.4

1424.4

1436.0

1436.8

1436.5

1435.2

1432.4

1385.4

1425.8

1427.5

1429.5

1431.7

1434.1

1534.6

1384.2

1474.7

692.0

4772.6

314.5

1422.8

1227.9

1204.8

1938.2

2715.1

3224.6

3729.9

4234.8

3692.3

96.6

617.2

1156.8

1692.4

1662.6

1336.8

960.2

2557.4

2375.9

2172.8

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

2100.0

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2

1380.2

1174.2

1057.6

1011.5

1242.5 274.9

1224.3

543.2

390.5 801.4 1428.0

1411.2

1439.3

466.9

1123.7

1095.9 1421.1

1399.4

1388.8

428.9

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

Unroll Reference Cylinder Surface

DD

E

D

Pcc

Pbb

Py

J

Q

B

A

E

D

B

C

Pp

Px

Pv

Ph

Pg

M

Pa

GFRP Panel Projection Set out Diagram

F

B

Pm

GFRP Panel (31)

Paa

Pz

Pee

Pdd

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

Pq

Pb Pn Po Ps

Pr Pt Pu

Pd

Pc Pe Pf Pj

Pi Pk Pl

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

1423.4

1424.4

1436.0

1436.8

1436.5

1435.2

1432.4

1385.4

1425.8

1427.5

1429.5

1431.7

1434.1

1534.6

1384.2

1474.7

692.0

4772.6

314.5

1422.8

1227.9

1204.8

1938.2

2715.1

3224.6

3729.9

4234.8

3692.3

96.6

617.2

1156.8

1692.4

1662.6

1336.8

960.2

2557.4

2375.9

2172.8

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

2100.0

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2

1380.2

1174.2

1057.6

1011.5

1242.5 274.9

1224.3

543.2

390.5 801.4 1428.0

1411.2

1439.3

466.9

1123.7

1095.9 1421.1

1399.4

1388.8

428.9

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

Unroll Reference Cylinder Surface

DD

E

D

Pcc

Pbb

Py

J

Q

B

A

E

D

B

C

Pp

Px

Pv

Ph

Pg

M

Pa

GFRP Panel Projection Set out Diagram

F

B

Pm

GFRP Panel (31)

Paa

Pz

Pee

Pdd

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

Pq

Pb Pn Po Ps

Pr Pt Pu

Pd

Pc Pe Pf Pj

Pi Pk Pl

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

1423.4

1424.4

1436.0

1436.8

1436.5

1435.2

1432.4

1385.4

1425.8

1427.5

1429.5

1431.7

1434.1

1534.6

1384.2

1474.7

692.0

4772.6

314.5

1422.8

1227.9

1204.8

1938.2

2715.1

3224.6

3729.9

4234.8

3692.3

96.6

617.2

1156.8

1692.4

1662.6

1336.8

960.2

2557.4

2375.9

2172.8

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

2100.0

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2

1380.2

1174.2

1057.6

1011.5

1242.5 274.9

1224.3

543.2

390.5 801.4 1428.0

1411.2

1439.3

466.9

1123.7

1095.9 1421.1

1399.4

1388.8

428.9

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

P

DD

E

D

J

Q

B

A

E

D

B

C

M

GFRP Panel Projection Set out Diagram

F

B

GFRP Panel (31)

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

GRIMSHAW | CONSTRUCTION DOCUMENT

2012.08.27 SK-1005

300 FOOD KIOSK GEOMETRY SETOUT

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

Unroll Reference Cylinder Surface

DD

E

D

Pcc

Pbb

Py

J

Q

B

A

E

D

B

C

Pp

Px

Pv

Ph

Pg

M

Pa

GFRP Panel Projection Set out Diagram

F

B

Pm

GFRP Panel (31)

Paa

Pz

Pee

Pdd

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

Pq

Pb Pn Po Ps

Pr Pt Pu

Pd

Pc Pe Pf Pj

Pi Pk Pl

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

1423.4

1424.4

1436.0

1436.8

1436.5

1435.2

1432.4

1385.4

1425.8

1427.5

1429.5

1431.7

1434.1

1534.6

1384.2

1474.7

692.0

4772.6

314.5

1422.8

1227.9

1204.8

1938.2

2715.1

3224.6

3729.9

4234.8

3692.3

96.6

617.2

1156.8

1692.4

1662.6

1336.8

960.2

2557.4

2375.9

2172.8

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

2100.0

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2

1380.2

1174.2

1057.6

1011.5

1242.5 274.9

1224.3

543.2

390.5 801.4 1428.0

1411.2

1439.3

466.9

1123.7

1095.9 1421.1

1399.4

1388.8

428.9

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

Unroll Reference Cylinder Surface

DD

E

D

Pcc

Pbb

Py

J

Q

B

A

E

D

B

C

Pp

Px

Pv

Ph

Pg

M

Pa

GFRP Panel Projection Set out Diagram

F

B

Pm

GFRP Panel (31)

Paa

Pz

Pee

Pdd

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

Pq

Pb Pn Po Ps

Pr Pt Pu

Pd

Pc Pe Pf Pj

Pi Pk Pl

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

1423.4

1424.4

1436.0

1436.8

1436.5

1435.2

1432.4

1385.4

1425.8

1427.5

1429.5

1431.7

1434.1

1534.6

1384.2

1474.7

692.0

4772.6

314.5

1422.8

1227.9

1204.8

1938.2

2715.1

3224.6

3729.9

4234.8

3692.3

96.6

617.2

1156.8

1692.4

1662.6

1336.8

960.2

2557.4

2375.9

2172.8

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

2100.0

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2

1380.2

1174.2

1057.6

1011.5

1242.5 274.9

1224.3

543.2

390.5 801.4 1428.0

1411.2

1439.3

466.9

1123.7

1095.9 1421.1

1399.4

1388.8

428.9

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

Unroll Reference Cylinder Surface

DD

E

D

Pcc

Pbb

Py

J

Q

B

A

E

D

B

C

Pp

Px

Pv

Ph

Pg

M

Pa

GFRP Panel Projection Set out Diagram

F

B

Pm

GFRP Panel (31)

Paa

Pz

Pee

Pdd

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

Pq

Pb Pn Po Ps

Pr Pt Pu

Pd

Pc Pe Pf Pj

Pi Pk Pl

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

1423.4

1424.4

1436.0

1436.8

1436.5

1435.2

1432.4

1385.4

1425.8

1427.5

1429.5

1431.7

1434.1

1534.6

1384.2

1474.7

692.0

4772.6

314.5

1422.8

1227.9

1204.8

1938.2

2715.1

3224.6

3729.9

4234.8

3692.3

96.6

617.2

1156.8

1692.4

1662.6

1336.8

960.2

2557.4

2375.9

2172.8

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

2100.0

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2

1380.2

1174.2

1057.6

1011.5

1242.5 274.9

1224.3

543.2

390.5 801.4 1428.0

1411.2

1439.3

466.9

1123.7

1095.9 1421.1

1399.4

1388.8

428.9

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

DD

E

D

J

Q

B

A

E

D

B

C

M

GFRP Panel Projection Set out Diagram

F

B

GFRP Panel (31)

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

GRIMSHAW | CONSTRUCTION DOCUMENT

2012.08.27 SK-1005

300 FOOD KIOSK GEOMETRY SETOUT

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

Unroll Reference Cylinder Surface

DD

E

D

Pcc

Pbb

Py

J

Q

B

A

E

D

B

C

Pp

Px

Pv

Ph

Pg

M

Pa

GFRP Panel Projection Set out Diagram

F

B

Pm

GFRP Panel (31)

Paa

Pz

Pee

Pdd

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

Pq

Pb Pn Po Ps

Pr Pt Pu

Pd

Pc Pe Pf Pj

Pi Pk Pl

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

1423.4

1424.4

1436.0

1436.8

1436.5

1435.2

1432.4

1385.4

1425.8

1427.5

1429.5

1431.7

1434.1

1534.6

1384.2

1474.7

692.0

4772.6

314.5

1422.8

1227.9

1204.8

1938.2

2715.1

3224.6

3729.9

4234.8

3692.3

96.6

617.2

1156.8

1692.4

1662.6

1336.8

960.2

2557.4

2375.9

2172.8

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

2100.0

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2

1380.2

1174.2

1057.6

1011.5

1242.5 274.9

1224.3

543.2

390.5 801.4 1428.0

1411.2

1439.3

466.9

1123.7

1095.9 1421.1

1399.4

1388.8

428.9

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

Unroll Reference Cylinder Surface

DD

E

D

Pcc

Pbb

Py

J

Q

B

A

E

D

B

C

Pp

Px

Pv

Ph

Pg

M

Pa

GFRP Panel Projection Set out Diagram

F

B

Pm

GFRP Panel (31)

Paa

Pz

Pee

Pdd

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

Pq

Pb Pn Po Ps

Pr Pt Pu

Pd

Pc Pe Pf Pj

Pi Pk Pl

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

1423.4

1424.4

1436.0

1436.8

1436.5

1435.2

1432.4

1385.4

1425.8

1427.5

1429.5

1431.7

1434.1

1534.6

1384.2

1474.7

692.0

4772.6

314.5

1422.8

1227.9

1204.8

1938.2

2715.1

3224.6

3729.9

4234.8

3692.3

96.6

617.2

1156.8

1692.4

1662.6

1336.8

960.2

2557.4

2375.9

2172.8

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

2100.0

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2

1380.2

1174.2

1057.6

1011.5

1242.5 274.9

1224.3

543.2

390.5 801.4 1428.0

1411.2

1439.3

466.9

1123.7

1095.9 1421.1

1399.4

1388.8

428.9

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

Unroll Reference Cylinder Surface

DD

E

D

Pcc

Pbb

Py

J

Q

B

A

E

D

B

C

Pp

Px

Pv

Ph

Pg

M

Pa

GFRP Panel Projection Set out Diagram

F

B

Pm

GFRP Panel (31)

Paa

Pz

Pee

Pdd

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

Pq

Pb Pn Po Ps

Pr Pt Pu

Pd

Pc Pe Pf Pj

Pi Pk Pl

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

1423.4

1424.4

1436.0

1436.8

1436.5

1435.2

1432.4

1385.4

1425.8

1427.5

1429.5

1431.7

1434.1

1534.6

1384.2

1474.7

692.0

4772.6

314.5

1422.8

1227.9

1204.8

1938.2

2715.1

3224.6

3729.9

4234.8

3692.3

96.6

617.2

1156.8

1692.4

1662.6

1336.8

960.2

2557.4

2375.9

2172.8

3467.8

3259.0

3068.4

4699.2

4436.1

4178.9

3930.2

2100.0

4965.8

1478.8

1442.1

1421.6

1409.0

1397.3 1113.4

1372.6

1395.6

2726.9

1393.9

1351.5

1318.9

2894.0

2201.1

1142.8

1389.7

57.5

1382.2

1393.6 1087.4

1067.3

1062.9

1163.2

1380.2

1174.2

1057.6

1011.5

1242.5 274.9

1224.3

543.2

390.5 801.4 1428.0

1411.2

1439.3

466.9

1123.7

1095.9 1421.1

1399.4

1388.8

428.9

I

Project GFRP Panel Profile

to Reference Surface

A

D

Projection Set Out Plan (A, B, C, D, E)

L

EE

Cylinder Projection Reference Surface

K

GFRP Profile Information

@ Reference Cylinder Surface

P

DD

E

D

J

Q

B

A

E

D

B

C

M

GFRP Panel Projection Set out Diagram

F

B

GFRP Panel (31)

C

E

Ground Floor Set Out Plan

G

H

Concourse Level Set Out Plan

CC

BB

AA

Z

Y

X

V

U

T

S

R

C

0

N

3.9°

Cylinder Reference Surface

7.5°

Cylinder Reference Surface

Ø8000.00

14.5°

15.1°

Ø8000.00

3.6°

13.9° 6.5°

Projection Line

Cylinder Reference Surface

Projection Line

GFRP Profile (A, B, C, D, E)

Ø8000.00

20.0°

Cylinder Reference Surface

GFRP Profile (A, B, C, D, E)

5.6°

Cylinder Reference Surface

GRIMSHAW | CONSTRUCTION DOCUMENT

2012.08.27 SK-1005

300 FOOD KIOSK GEOMETRY SETOUT

gfrc fabrication

GFRC panel을 단일 곡률을 가지는 면들로 구성하고, flocking pattern을 적용한후 fabrication을 위해 작은 면들로 쪼개는

과정입니다.


DISNEY SHANGHAI //

TOMORROWLAND, CONCOURSE

Super Block은 Soarin’및 기타 지원시설, 그리고 F&B가 위치하고 있는 가장 기능적인 공간입니다. 이 공간을 전체적으로 유기적인 형태를 띄우는 나머지의

시설들과 시각적인 연속성을 가지도록 건축적인 interface를 제공하였습니다. Super block을 포함한 모든 요소를 하나의 전체로 엮어 주는 Concourse는

Tomorrowland의 척추가 되는 연결통로를 제공합니다. Lower level park에서의 시각적인 노출로 인해 고가차도의 아래부분과 같이 어둡고 사용되어지지

않는 공간과 같이 느껴지지 않도록 몇가지 디자인적인 요소들을 도입했습니다.


idea sketches

Concourse의 system과 교각 아래 공간에 대한 초기의 idea sketch들 입니다. Concourse의 span, 지지의 방법, 지지점을

이용한 관람객의 휴식공간으로 이용하기 위한 여러가지 방법들이 검토되었습니다.


trunk design

분할하여 서로 다른 재료와 기능을 부여했던 design과정입니다.

다수의 곡면이 원형 column주위로 모이게 되면서 복잡한 형상의 곡면들이 형성이 됩니다. 다수의 면들을 기능적, 미적으로

to Jet Packs

to Jet Packs

to Restaurant

to Restaurant

to Restaurant

to Restaurant

to Rest Rooms

to Rest Rooms

Parade Route

to Parade Route

to Tron

to Tron

GFRP (Double Curved) GFRP (Double Curved)

GFRP (Double Curved) GFRP (Double Curved)

Bamboo (Single Profile Bamboo Funnel) (Single Profile Funnel)

Bamboo (Single Profile Bamboo Funnel) (Single Profile Funnel)

Bamboo (Single Profile Bamboo Funnel) (Single Profile Funnel)

Trunk (East Trunk : near (East Jet Packs) : near Jet Packs)

Trunk (West Trunk : near (West Tron) : near Tron)


5

2493.3

4512.9

4115.4

A3

A4

9989.8

946.5

A4

6499.7

4115.4

A2

A1

A3

B4

2392.2

9989.8

2000.0

C4

A3

946.5

A4

5281.7

B3

D4

A2

C3

B2

A1

B1

D3

C1

C2

4512.9

A4

4115.4

A3

5625.0 11440.0

2750.2

F3

F2

F1

D1

B3

D2

2678.8

F4

D3

44.2°

B4

72.2°

D4

Ø13000.0

47.7° 47.7° Ø

Ø

6499.7

A2

A1

44.2°

B4

2392.2

70.6°

2000.0

C4

A3

4512.9

59.4°

A4

9.4°

5281.6

A2

C3

70.6°

B2

A1

B1

65.9° C1

C2

A3B3

4115.4 4151.0

59.4°

9.4°

F3

F2

F1

D1

D2

9989.8

F4

D3

7146.0

5281.6

946.5

500.0

B4

B2

A4

6499.7 4803.1

B1A1

72.2°

D4

A2

Ø13000.0

65.9°

4151.0

9989.8

B3

2124.5

B4

2392.2

2000.0 2000.0

E4

4513.7

C4

946.5

7146.0

500.0

A3

A4

6499.7

A2

A1

4803.1

B2

B1

B4

B3

2392.2

2000.0

2124.5

2000.0

C4

A2

C3

B2

E3

A3

3883.8

B3

A2

C3

70.6°

B2

A1

B1

C1

C2

59.4°

9.4°

F3

F2

F1

D1

D2

F4

47.7° Ø

A1

B1

C1

C2

44.2°

C4

F3

F2

F1

D1

D2

F4

47.7° Ø

44.2°

70.6°

59.4°

9.4°

D3

5281.6

4690.0

6533.4

B4

72.2°

D4

Ø13000.0

65.9°

4151.0

B3

2492.2

C4

D3

5281.6

4690.0

B4

72.2°

D4

7146.0

11371.3

C3

3859.3

500.0

4803.1

B2

B1

Ø13000.0

65.9°

B3

4151.0

2124.5

2000.0

7146.0

500.0

6499.5

C3

3859.3

C2

951.0

C1

4803.1

B2

B1

11371.3

2493.3

2000.0

2124.5

2000.0

6499.5

C2

951.0

F4

4690.3

C1

2493.3

C4

2000.0

3873.5

4512.9

4690.0

A4

5937.1

F3

3376.9

2150.6

C4

4690.0

5281.7

4115.4

D4

A3

C3

3859.3

9989.8

11371.3

4512.9

946.5

D3

D2

D1

A4

6499.7

A4

C3

3859.3

A2

A1

B4

11371.3

2392.2

2000.0

C4

A3

A3

6499.5

C2

951.0

C1

B3

A2

C3

B2

946.5

2493.3

A4

70.6°

2000.0

A1

B1

C1

C2

59.4°

9.4°

F3

F2

F1

D1

D2

F4

47.7° Ø

4115.4

44.2°

9989.8

4512.9

6499.7

A4

A2

A1

E4

B4

2392.2

2000.0

D3

C4

5281.6

A3

B4

72.2°

D4

Ø13000.0

B3

65.9°

4151.0

B3

A2

C3

A4

70.6°

B2

7146.0

500.0

A1

B1

C1

C2

5281.7

4803.1 D4

B2

B1

59.4°

9.4°

F3

F2

F1

D1

D2

2124.5

2000.0 2000.0

F4

47.7° Ø

4115.4

A3

44.2°

9989.8

946.5

E3

6499.7

A2

A1

B4

2392.2

D3

C4

5281.6

E2

971.0

A3

5625.0 11440.0

C4

C4

4803.1

4803.1

6499.5

D3

B4

2750.2

E1

D2

D4

D1

72.2°

Ø13000.0

4151.0

2678.8

500.0

B3

65.9°

B3

2037.8

2000.0

A2

C3

70.6°

B2

7146.0

500.0

A1

B1

C1

C2

B2

B1

59.4°

9.4°

F3

F2

F1

D1

D2

5281.6

4690.0

2124.5

2000.0

F4

47.7° Ø

5625.0 5625.0 11440.0 5625.0 11440.0

11440.0

D4

D4

2750.2

6499.5

2678.8

5281.7

2037.8 C2

951.0

500.0

C1 2000.0

D3

2750.2

2493.3

2000.0

D2

D1

2678.8

500.0

2037.8

2000.0

4513.7

5281.7

E4

4513.7

3883.8

D3

2750.2

D2

D1

2678.8

500.0

2037.8

2000.0

6533.4

E3

3883.8

2492.2

44.2°

2000.0

6533.4

E2

971.0

E1

2492.2

2000.0

D3

E4

4513.7

B4

72.2°

D4

Ø13000.0

65.9°

4151.0

B3

E4

4513.7

7146.0

500.0

F4

E3

C3

3859.3

B2

4690.3

3883.8

B1

11371.3

2124.5

2000.0

3873.5

4690.0 E3

5937.1

3883.8C2

951.0

F4

3376.9

F3 6533.4

4690.3

C1

2493.3

2150.6 2492.2

E2 F2

971.0 971.0

F1

E1 2000.0 2000.0

2000.0

3873.5

6533.4

E2

971.0

5937.1

C3

3859.3

F3

E1

971.0

11371.3

3376.9

2492.2

C4

2000.0

2150.6

F2

F1

2000.0

4690.0

6499.5

C2

951.0

C1

2493.3

2000.0

C3

5281.7

3859.3

F4

4690.3

D4 11371.3

3873.5

5625.0 5625.0 5625.0 11440.0

11440.0

D4

D4

D3

6499.5

F4

2678.8

2750.2

4690.3 2493.3

C2

3873.5

2037.8

D2 951.0

500.0

D1 C1 2000.0 2000.0

5937.1

F3

971.0

3376.9

2150.6

F2

F1

2000.0

5937.1

F3

5281.7

971.0

3376.9

2150.6

F2

F1

2000.0

D3

2750.2

D2

D1

2678.8

500.0

2037.8

2000.0

E4

4513.7

5281.7

D3

E3

2750.2

3883.8

D2

D1

2678.8

500.0

2037.8

2000.0

E4

4513.7

6533.4

E2

971.0

E1

2492.2

2000.0

E3

3883.8

E4

4513.7

6533.4

E2

971.0

E1

2492.2

2000.0

trunk rationalization

Concourse의 지점이 되는 nodes의 아랫면을 감싸고 있는 trunk는 복잡한 여러개의 곡면으로 구성되어 있고

rationalization이 필요했습니다. 초기의 비정형 면을 같은 곡률을 가지는 funnel로 단순화 하고 여기에 bamboo batton으로 cladding을 하기로 합니다.

GRIMSHAW | CONSTRUCTION DOCUMENTATION

2012.08.10 SK-1010

Trunk : Geometry (Rationalized)

GFRP

Free Form (Single Curved)

Bamboo + GFRP

Rationalized (Single Sectional Profile)

F

F

9.4°

F

A A

A4

GFRP

70.6°

Ø13000.0

A3

72.2°

F3

GRIMSHAW | CONSTRUCTION DOCUMENT

F2

F1

A2 A1

2012.08.27 E E

SK-1013

47.7° Ø

BAMBOO BATTEN

300 trunnk GEOMEtrY SEtOut

F

B4

F

B

B

F4

B1

F B2

F

F

B3

C1 D1

65.9°

C2 D2

F

F

F

GFRP

D3

44.2°

59.4°

D4

B

n

GFRP

Ø13000.0

A A

72.2°

E E

BAMBOO BATTEN

65.9°

GFRP

F

F B

F

B

F

F

F

D4

B

A

A

D

D

B

B

A A

C

B

C

C

C

D

D

RCP Set RCP Out Set Plan Out APlanRCP A Section Set Out PlanF

B Section

7146.0

B

11371.3

B4

B

A

B

A

C

D

C

D

C

C

RCP ESet Out E Plan

cl

E

E

D

D

D

GFRP

GFRP

E

BAMBOO BATTEN BAMBOO BATTEN

GFRP

GFRP

D

E

E E

A4

4512.9

A A

A A

B

B

B

GFRP

GFRP

BAMBOO BATTEN

GFRP

C

C

BAMBOO BATTEN

A

GFRP

B

9989.8 B

6499.7

A3

946.5

B

A1

C3

A A

RCP Set DOut PlanD

A2

C4

C

CA

B

C

B

A Section A Section A B Section

B Section B Section C Section C Section

A TRUNK C Section

TRUNK ISOMETRIC ISOMETRIC DIAGRAM D TRUNK Section DIAGRAM ISOMETRIC B Section DIAGRAM E Section

A

E

D

C

RCP Set Out RCP PlanSet Out RCP Plan cOncOurSE Set DOut Plan rcp

TRUNK ISOMETRIC DIAGRAM

C4115.4

C

cl

cl

A

F A F

F

7146.0

B4

B

4803.1

B3

TRUNK ISOMETRIC EDIAGRAM

E

2392.2

2000.0

C

C

B

B

D

C

D

C

D

C

5281.6

E

D

E

4151.0

D

500.0

B2

B1

D

2124.5

2000.0

GFRP

E

BAMBOO BATTEN

F

GFRP

GFRP

GFRP

E E

BAMBOO BATTEN

BAMBOO BATTEN

A

A

F

GFRP

GFRP

B

B

B

E

D

C

C

C

D

D

D

E

cl

5625

11371.3

D4

C4

6499.5

E

4690.0

C3

3859.3

C2

951.0

C D Section

D Section

F Section

cl

cl

cl

5625.0 11440.0

5937.1

D4

C1

2493.3

2000.0

C Section

C

AF

F

E

D

D

TRUNK ISOMETRIC TRUNK ISOMETRIC DIAGRAM TRUNK ISOMETR DIAGRA

5281.7

D3

2750.2

D Section E Section E Secti

D

D

C4

4803.1

6499.5

E

E4

6533.4

B3

C3

E3

C

2678.8

5281.7

D3

4690.0

D

4513.7

4151.0

3859.3

3883.8

500.0

B2

B1

2124.5

2000.0

B Section

A Section A Section

TRUNK ISOMETRIC DIAGRAM

C Section

B A Section B Section B Section C Section C Section

C2

951.0

C1

2493.3

2750.2

D1

2000.0 2000.0

D2

500.0

2037.8

D Section

D C Section D Section

D Section E Section E Section

E2

971.0

E1

2492.2

2000.0

E Section

F E Section F Section

F4

3376.9

F3

4690.3

3873.5

2150.6

F2

971.0

F1

2000.0

F Section

F Section


Bamboo batton을 양방향의 곡면위에 가지런히 설치하기 위해서는 설계된 geometry가 manufacturer/fabricator/installer의 재료 특성치, 즉 bending과

twisting이 허용범위내에 있는지를 아는 것이 중요했습니다. 이를 위해 parametric tool을 이용하여 각 batton의 휨과 구부러짐을 확인하였습니다.

TORSION ANALYSIS DIAGRAM

Minimum Torsional Radius 500mm

BENDING ANALYSIS DIAGRAM

Minimum Bending Radius 2,000mm


concourse nodes

Concourse의 세가지 node에서는 다수의 동선이 교차합니다. 이를 효율적으로 정리하고 동시에 휴식과 조망을 위한 공간을

마련해 주기 위해 node별 특성에 따라 다른 조경 요소를 도입했습니다.

03

RESTROOM WAITING AREA

VISTA POINT

02

POCKET GARDEN

VISTA POINT

01

JETPACKS MARQUEE

MODEL CAR

PHOTO OP

VISTA POINT

MODEL CAR / PHOTO OP PLATFORM

JET PACKS

MARQUEE / MODEL CAR / PHOTO OP

LANDSCAPE BERM

TO PROVIDE PLATFORM FOR MODEL CAR / MARQUEE

CANOPY

TO RESTAURANT

SEATING AREA

VISTA POINT

LANDSCAPE BERM

SEATING AREA

RESTROOM WAITING AREA

TO JET PACKS

TREE(S)

LANDSCAPE BERM

TO PROVIDE SEATING AREA

TO RESTROOMS

TO TRON

FULL VIEW TO ARENA

01 JETPACKS NODE

TO PARADE ROUTE

CANOPY

FULL VIEW TO ARENA

SEATING AREA

VISTA POINT TO ARENA

TO RESTAURANT

03 TRON NODE

TO RESTAURANT

TREE(S)

TO TRON

FULL VIEW TO ARENA

TO GROUND LEVEL (ARENA)

02 FOOD KIOSK NODE


lighting pole + canopy

사용되는 두가지 alternative 들이 있었습니다.

Node 의 디자인과 별개로 lighing pole이 포함된 작은 canopy들이 계획 되었습니다. PTFE와 geotextile이


CLOUD ROOF

DISNEY SHANGHAI //

TOMORROWLAND, BLUE SKY

본격적인 설계에 돌입하기 전 Blue Sky라는 pre-schematic phase를 거쳐 여러가지 아이디어를 생산하고 이를 client와 검증하는 시간을 가졌었습니다.

아래는 Blue Sky단계에서 검토되었던 여러가지 아이디어들에 대한 간략한 summary 입니다.

GREEN FUNNEL

STAGE FUNNEL

ICE FUNNEL

OVERALL VIEW

FIBERGLASS CLADDING

MAIN STRUCTURE

GRIDSHELL WITH THREE

SUPPORTING FUNNELS

LINER FABRIC

TRANSPARENT ETFE

ICE FUNNEL

AIR CHILLER

STAGE FUNNEL

HEAT GENERATOR

GREEN FUNNEL

AIR PURIFIER


CLOUD TYPOLOGY DIAGRAM

CONCEPT

STRUCTURAL CONCEPT PRIMARY STRUCTURE CLADDING OPTION DESCRIPTION

GRIDSHELL STRUCTURE

ETFE PILLOWS

ETFE

GRIDSHELL STRUCTURE

ETFE PILLOWS WITH FIBER GLASS CALDDING UNDERNEATH

GRIDSHELL ETFE + FIBER GLASS OPTION1

GRIDSHELL STRUCTURE

ETFE PILLOWS WITH PERFORATION

ETFE WITH PERFORATION

OPTION2

GRIDSHELL STRUCTURE WITH MASTS AND TENSION CABLES

ETFE PILLOWS

GRIDSHELL

GRIDSHELL + MAST

ETFE

GRIDSHELL STRUCTURE WITH ADDTIONAL SUPPORTS

ETFE PILLOWS AT ROOF + PTEF TRANSLUCENT FABRIC ON FUNNELS

CLOUD

GRIDSHELL + COLUMN

ETFE + PTFE PANEL

GRIDSHELL STRUCTURE WITH ADDTIONAL SUPPORTS

ETFE PILLOWS WITH PERFORATION

ETFE WITH PERFORATION

OPTION3

MONOCOQUE STRUCTURE (STEEL PLATE CALDDING)

HEXAGON ETFE PILLOW + PTFE TRANSLUCENT FABRIC

ARCH

MONOCOQUE

ETFE + PTFE + STL PLATE

ARCH STRUCTURE WITH ALUMINUM PANEL CLADDING

HEXAGON ETFE PILLOW ROOF HUNG FROM THE MAIN STRUCTURE

ARCH + SUPPORT

ETFE PANEL

SECTIONS


DUBAI EXPO 2020 //

SUSTAINABILITY PAVILION,

MAIN CANOPY

@ GRIMSHAW / 2017 / DUBAI / UAE


DUBAI EXPO 2020 //

SUSTAINABILITY PAVILION, MAIN CANOPY

Dubai Expo 2020를 위해 2019년 가을 개장을 앞두고 있으며, 일정을 맞추기 위해서 fast track/design assist의 방식으로 프로젝트가 진행 되었습니다.

단순한 weather protection을 위함이 아닌, 태양광전지를 이용하여 건물 에너지 총 사용량의 약 60%를 책임져야 하는 캐노피이므로, 태양광전지의 효율적인

배치, 이들의 유지관리 시스템, 약 90m 의 cantilever를 포함하는 90m X 190m의 대형 구조의 복잡함, 그리고 미적인 요소등 건물의 디자인에 미치는 다양한

변수를 빠른시간안에 여러가지 방법으로 시험하고 최적안을 도출하여 이를 BIM화 하는것이 프로젝트의 주된 목적이었습니다. 이를 위하여 다양한 parametric

technique이 설계의 초기단계에서 부터 디자인에 접목이 되었습니다.

PHOTOVOLTAIC ROOF

GUTTER /

MAINTENANCE CATWALK

PRIMARY STRUCTURE

LOUVER

WIRE MESH SCRIM

OVERALL AXONOMETRIC

DESIGN RESPONSE

59


그중 main canopy는 전시공간을 포함하는 base building및 courtyard를 Dubai의 극심한 자연환경으로 부터 보호해주는 일차적인 목적 이외에도, 공기의

순환과 이를 통한 micro climate의 형성, canopy위 태양전지의 집적을 통한 건물의 net-zero 에너지 목표 달성을 위해 다수의 복잡한 장치들이 집적이 되어

있습니다.

INITIAL IDEA SKETCH

Air flow

Sun shade

erview

Water harvesting

Photo voltaic

Cantilevering structure

CANOPY

tainability Pavilion, the intent of

ctional:

achieve net zero energy plan.

otections, including sun shade and

tilizing stack effect.

ambient light level in the

N

TING

ATION

CTION

E

S

AMBIENT LIGHT)

MICRO CLIMATE AT AROUND MAIN CANOPY

TY PAVILION


design options

Canopy가 base building과 가지는 여러가지 관계에 의해 기본이 되는 geometry가 형성이 된후 다양한 구조시스템을

탐구하는 과정입니다. 다양한 옵션을 비교적 짧은 시간에 시각적으로 구체화 하기 위한 방법으로 모든 옵션은 파라메트릭 툴로 제작 되었으며 이 과정을 통해

생산된 무수히 많은 수의 variation들은 VR을 통해 체험후 몇가지로 좁혀지게 됩니다.

2.1 Canopy 2.1 Canopy Concept Concept Option Option Tree Tree

DIAGRID

DIAGRID

EXPLORATION EXPLORATION

To better support To better the idea support of sustainability the idea of sustainability terms of material in terms of material

efficiency, constructibility, efficiency, constructibility, and structural and feasibility, structural we feasibility, we

revisited the original revisited canopy the original design canopy and thoroughly design and investigated

thoroughly investigated

alternative structural alternative options structural in a very options systematical in a very way. systematical The way. The

family tree of family evolution tree provided of evolution seven provided promising seven structural promising structural

approaches among approaches others among which are others combinations which are combinations of different of different

structural concepts structural and concepts ideas. and ideas.

GRIDSHELL

GRIDSHELL

TREE BRANCHING TREE BRANCHING

Based on design Based workshops on design with workshops consultants, with we consultants, compared we compared

pros and cons pros of each and options cons of briefly each options explained briefly in the explained next page, in the next page,

then we narrowed then down we narrowed to two major down options; to two major Rib Truss options; and Rib Truss and

Minimal Hoops Minimal options. Hoops options.

FUNNEL

FUNNEL

COMPETITION

COMPETITION

RIB + HOOP

RIB + HOOP

MINIMAL HOOPS

MINIMAL HOOPS

BASE FORM

BASE FORM

MAST + CABLE

MAST + CABLE

MAST + CABLE

MAST + CABLE

RIB TRUSS

RIB TRUSS

PETAL + SUPPORT

PETAL + SUPPORT

TRUSS

TRUSS

FLOATING DISK

FLOATING DISK

EXPO 2020 DUBAI 58 EXPO | SUSTAINABILITY 2020 DUBAI | SUSTAINABILITY PAVILION PAVILION

2.2 Structural 2.2 Structural System System Options Options

DIAGRID DIAGRID

TREE BRANCHING TREE BRANCHING

COMPETITION SCHEME COMPETITION SCHEME

Gridshell structure Gridshell brings structure not only brings lightness not but only also lightness achieve but also achieve Combination of Combination rib structure of for rib primary structure stress for and primary pruning/cross

stress and pruning/cross Rigid steel frame Rigid structure steel frame composed structure of ribs composed and hoops. of ribs Continuous and hoops. Continuous

lateral stiffness. lateral However, stiffness. due to However, its complexity, due to its will complexity, complicate it will complicate

bracing for lateral bracing stiffness. for lateral Members stiffness. get thinner Members but get denser thinner as they but denser ribs carrying as they primary ribs carrying stress are primary tied together stress are with tied series together of closed with series of closed

construction processes. construction Also processes. gridshell structure Also gridshell generally structure doesn’t generally spread doesn’t out to achieve spread lightness out to achieve at the lightness edge of the at the canopy. edge It of doesn’t the canopy. hoops It doesn’t for lateral hoops stiffness. for lateral Hoops stiffness. near the Hoops base work near as the Vierendeel base work as Vierendeel

perform very well perform with long very cantilever.

well with long cantilever.

contribute on material contribute efficiency. on material efficiency.

Truss and become Truss thinner and become as they thinner rise. as they rise.

MINIMAL HOOPS MINIMAL HOOPS

RIB TRUSS RIB TRUSS

FLOATING DISKFLOATING DISK

Similar to the competition Similar to the scheme, competition but with scheme, much thinner but with hoops much to thinner Rib hoops truss to was introduced Rib truss was not only introduced to increase not only section to increase depth but section depth Reinterpretation but Reinterpretation of the funnel form of the into funnel a disk form and supports. into a disk While and supports. While

increase material increase efficiency. material Although efficiency. thinner Although hoops help thinner reduce hoops help also reduce to achieve also material to achieve efficiency. material By simplifying efficiency. and By simplifying removing and removing this simplifies the this system simplifies to a the certain system degree, to a certain it also poses degree, another it also poses another

overall steel tonnage, overall primary steel tonnage, ribs still primary take up ribs majority still take of the up majority of redundant the structural redundant elements, structural it achieves elements, lightness it achieves to the lightness canopy. to the complexity canopy. to deal complexity with much to deal greater with cantilever. much greater cantilever.

overall weight. overall weight.

DESIGN RESPONSE DESIGN 59 RESPONSE

59


ationalization

Canopy의 기본 형상은 courtyard와 맞닿는 아랫쪽의 원과 canopy 상부의 타원으로 구성된 일방향 비대칭의 부드러운

비정형 곡면입니다. 곡면을 원래의 형상을 많이 해치지 않는 범위내에서 최대한 정형화를 하기위해 아래부분의 동심원으로 구성된 funnel 과 상부의 비정형

곡면으로 재구성합니다.

2.3 Geometry 2.3 Geometry Rationalization

ASYMMETRY ASYMMETRY

Key Benefits of Key Rationalization

Benefits of Rationalization

The stress pattern The stress on the pattern design on surface the design reveals surface stress reveals stress • Repeating same • Repeating structural/architectural same structural/architectural members for cost members for cost

concentration concentration the blue area on right the blue below area the right longest below cantilever the longest cantilever and installation and benefit. installation benefit.

to the north due to the to its north asymmetry. due to its asymmetry.

• Self balancing • Self help balancing mitigate stress help mitigate concentration stress concentration resulting in resulting in

less material usage, less material smaller usage, sections, smaller etc.. sections, etc..

To increase structural To increase efficiency, structural it is efficiency, vital to rationalize it is vital to rationalize

geometry in its geometry early phase. in its As early is often phase. the As case, is often rationalization

the case, rationalization

always comes always with deviation comes with from deviation the original from design the original surface. design surface.

Careful consideration Careful consideration has been taken has to been find good taken balance to find good balance

between the original between and the the original most efficient. and the most efficient.

STRESS PATTERN STRESS PATTERN

low stress

high stress

low stress

high stress

COMPETITION COMPETITION SCHEME (COMPOUND SCHEME SURFACE)

(COMPOUND SURFACE)

MAXIMUM RATIONALIZATION MAXIMUM RATIONALIZATION WITH MINIMAL WITH DEVIATION MINIMAL DEVIATION AGGRESSIVE RATIONALIZATION

AGGRESSIVE RATIONALIZATION

The original design The original surface design is a result surface of various is a result design of various parameters. design parameters.

This is one of the This most is one promising of the most rationalizing promising iterations rationalizing to date iterations to This date is one of the This most is one aggressively of the most rationalized aggressively iterations rationalized with iterations with

The compound The surface compound is built surface upon critical is built sectional upon critical profiles sectional to profiles with to just minimal with deviation just minimal from deviation the original from design the original surface. design Blue surface. maximized Blue symmetry maximized at base symmetry marked at in base blue. marked The obviously in blue. comes The obviously comes

ensure the canopy ensure functions the canopy properly functions in the properly overall context. in the overall context. area at the base area represents at the base a symmetrical represents a geometry. symmetrical geometry. with noticeable with deviation noticeable from deviation the original from design the original surface. design surface.

BASE SRF RATIONALIZATION

EXPO 2020 DUBAI 60 EXPO | SUSTAINABILITY 2020 DUBAI | PAVILION

SUSTAINABILITY PAVILION

EXPO 2020 DUBAI | SUSTAINABILITY PAVILION


geometry setout

Design assist 프로젝트의 특성상, 컨트렉터와의 커뮤니케이션이 매우 중요하며, 비정형의 지오메트리를 최대한 이해시키기

위해 design development set의 일부를 geometry set out에 할애를 하였습니다. Canopy하부의 원과 상부의 타원으로부터 기본적인 면의 형상이 구현되는

구체적인 치수 및 각도가 상세히 설명되어 있고, 이를 바탕으로 rib truss의 top chord 및 bottom chord에 해당하는 면이 설정되는 방법이 reference points

및 치수등을 통하여 설명되어집니다.

Geometry Set Out

Set Out

Step 01 _ Base Curve : Ellipse & Base Circle

Step 03 _ Whole Surface : Top & Bottom Chord Surface, Base Pin Clearance

1 Base Circle : Move 500mm to Z axis from Base point (Relax for Base Pin) and Make Base Circle

2 Ellipse : Move Base Point 47500mm to Y axis

3 Ellipse : Move 13000mm to Z axis

STEP 01_BASE CURVE : ELLIPSE & BASE CIRCLE

4 Ellipse : Tilt 10 degree to make Ellipse curve

5 Ellipse : Make Ellipse curve

Top Chord Surface : Flat Surface

Top Chord Surface : Conic Surface

3

1 Base Circle : Move 500mm

5

to Z axis from Base point (Relax for Base Pin) and Make Base Circle

2 Ellipse : Move Base Point 47500mm to Y axis

4

3 Ellipse : Move 13000mm to Z axis

1

4 Ellipse : Tilt 10 degree to make Ellipse curve

2

5

Ellipse : Make Ellipse curve

2

Step 04 _ Bottom Chord Surface

2

Top Chord Surface : Funnel Surface

Bottom Chord Surface

Base Pin Clearance

Base Curve

5

Outer Base Pin Curve

Base Curve

2

1

3

Outer Base Pin Curve

New Circle to make Surface

1 Make new circle from outer base pin circle with 10 degree angle and 200mm offset

2 Each Nurb is made by certain point from new circle following to blue line

3 Network Surface with 4 Nurbs made from process 2

3

4

Step 02 _ Base Curve for Surface : Making Curve for Flat, Conic, Funnel Surface and BasePin Clearance

1 Flat Surface Curve : Offset 1375mm Ellipse Curve to make Flat Surface Curve (Top and Low Chord Surface)

2

3

4

5

Conic Surface Curve : Project Base Circle to Ellipse curve to make circle for Conic Surface curve

Conic Surface Curve : Offset R4000mm of Circle of Conic Suface to make Conic Surface Curve

and Move Circle of Conic Surface curve to 6000mm perpendicular from Flat Surface Curve

Conic Surface Curve : from the point, make D22450 Circle for Base of Conic Surface curve

Base Pin Clearance : for Base Pin clearance, move up to 2000mm and make each circle with D18000 and D20500

3

4

1

2

5

Base Pin Clearance

2

1

Step 05 _ Top Chord Surface : Flat Surface & Conic Surface

1

2

Axis

Top Chord Surface : Flat Surface

Top Chord Surface : Conic Surface

1 Nurbs Curve between Upper and Lower Conic Surface Curve :

Make Nurbs to revolove nurbs for Conic Surface

2 Revolving Nurbs to make Conic Surface :

Revolve Nurbs with10 degree axis perpendicular of Flat Surface

Top Chord Surface : Funnel Surface

1 Making New Circle from Inner Base Circle :

Tilt 20 degree and 175mm offset to make new circle

2 Making Nurbs from New Base Pin circle :

Extend 3000mm to make nurbs

3 Making Nurbs from Lower Conic Surface :

Extend 5000mm to make Nurbs

4 Funnel Surface :

Blend Curve with Extended Nurbs from each Circle

3

Tangent to Curve

5000

D 22450

Base Curve

Outer Base Pin Circle

Inner Base Pin Circle

Inner Base Pin Curve

Base Curve

4

175

2

1

Tangent to Curve

20°

2000

175

20°

3000

Inner Base Pin Curve

New Circle to make Surface

Ou

Ba

6 EXPO 2020 DUBAI | SUSTAINABILITY PAVILION

STEP 02_BASE CURVE FOR SURFACE : MAKING CURVE FOR FLAT, CONIC, FUNNEL SURFACE AND BASEPIN CLEARANCE

1

2

3

4

5

Flat Surface Curve : Offset 1375mm Ellipse Curve to make Flat Surface Curve (Top and Low Chord Surface)

Conic Surface Curve : Project Base Circle to Ellipse curve to make circle for Conic Surface curve

Conic Surface Curve : Offset R4000mm of Circle of Conic Suface to make Conic Surface Curve

and Move Circle of Conic Surface curve to 6000mm perpendicular from Flat Surface Curve

Conic Surface Curve : from the point, make D22450 Circle for Base of Conic Surface curve

Base Pin Clearance : for Base Pin clearance, move up to 2000mm and make each circle with D18000 and D20500

3

1

4

2

Base Pin Clearance

5

D 22450

Base Curve

Outer Base Pin Circle

Inner Base Pin Circle

I

B


Canopy를 이루는 두개의 면들중, 위쪽의 면은 일정한 offset을 통해 photovoltaic panel이 위치하는 기준면으로 설정됩니다. 기성의 직사각형 photovoltaic

panel을 사용하기 위해서, pv system이 놓이게 될 면은 두가지의 영역으로 구분되어 정의 됩니다. 첫번째는 canopy의 최외측에 면한 평평한 영역이며,

두번째는 크기와 위치가 다른 동심원으로 이루어진 funnel영역입니다. 두번째 면을 지나 canopy의 중심으로는 비정형의 면이 형성되며 이곳에는 추후 태양의

반사광을 canopy하부로 끌어들이기 위한 light reflector들이 위치하게 됩니다.

STEP 03_WHOLE SURFACE : TOP & BOTTOM CHORD SURFACE, BASE PIN CLEARANCE

Top Chord Surface : Flat Surface

Top Chord Surface : Conic Surface

Top Chord Surface : Funnel Surface

Bottom Chord Surface

STEP 04_BOTTOM CHORD SURFACE

Base Pin Clearance

Base Curve

2

2

2

Outer Base Pin Curve

Base Curve

1

3

Outer Base Pin Curve

New Circle to make Surface

1

Make new circle from outer base pin circle with 10 degree angle and 200mm offset

2

Each Nurb is made by certain point from new circle following to blue line

3

Network Surface with 4 Nurbs made from process 2

STEP 05_TOP CHORD SURFACE : FLAT SURFACE & CONIC SURFACE

1

Top Chord Surface : Flat Surface

Top Chord Surface : Conic Surface

1

Nurbs Curve between Upper and Lower Conic Surface Curve :

Make Nurbs to revolove nurbs for Conic Surface

2

Revolving Nurbs to make Conic Surface :

Revolve Nurbs with10 degree axis perpendicular of Flat Surface

2

Axis Axis

Top Chord Surface : Funnel Surface

1

Making New Circle from Inner Base Circle :

Tilt 20 degree and 175mm offset to make new circle

2

Making Nurbs from New Base Pin circle :

Extend 3000mm to make nurbs

3

Making Nurbs from Lower Conic Surface :

Extend 5000mm to make Nurbs

4

Funnel Surface :

Blend Curve with Extended Nurbs from each Circle

3

Tangent to Curve

5000 5000

Inner Base Pin Curve

Base Curve

4

175

2

1

Tangent to Curve

20°

2000

3000 3000

175 175

20°

Inner Base Pin Curve

New Circle to make Surface


Canopy 의 하중이 집중되는 하부는 rib truss 의 부재의 크기가 증가하고, 동시에 web 의 간격이 좁아지게 됩니다. 반대로 위로갈수록 web 의 간격은 diagonal

member 의 각도가 적절한 범위내에서 증가하게 됩니다. 이러한 점진적인 변화는 계획된 algorithm 에 의해 정의 됨으로써 추후 어떤 contractor 든 큰 어려움

없이 오차의 범위내에서 재구성 할수 있도록 해줍니다. Canopy의 상부로 올라갈수록 rib truss간의 간격이 넓어지고 이를 만회하기 위해 span의 약 2/3

지점에서 이차적인 rib truss 들이 추가됩니다.

STEP 06_STRUCTURE : FEATHERING

1

B is started from the point, where rings named A are ended

2

Each B is equal

3

C is used for feathering with each B

B

3

C1 C1

B

C2 C2

B

C3

B

C4

B

C5

B

C6

B

C7

B

C8

B

C9

2

B

90°

1

A

Caclulation Logic : Formula

A

A

X

2900

A

Casted Base Pin

C

1. For total steps "S" (10x)

2. Multiply the starting step length by the total number of steps this distance "D" = (B * S)

3. Subtract this length from the total length to get the remaining length "Y" = (X-D)

A

B

5. Divide the remaining curve length "Y" by this incremental sum "Z" to get the step multiplier "V" = (Y/Z)

6. Now successively multiply each incremental value "W" by the step multiplier "V"

and add it the base bay size "B" ex.

• [C1] = (W1*V)+B

• [C2] = (W2*V)+B

• [C3] = (W3*V)+B

• ...

STEP 07_STRUCTURE

1

36 Primary Rib + 36 Secondary Rib

2

36 Rib at Base, 72 Rib at Edge

Primary Rib

Secondary Rib

Secondary Cross Web

3 Bays in for Secondary Rib


효율적인 유지관리및 에너지 수율의 이유로 인해 직사각형의 형상을 가지는 기성품 photovoltaic panel들을 사용하게 됩니다. Dubai의 모래먼지가 많은

환경에서 pv panel 들의 청소및 유지관리는 또다른 중요한 고려 요소가 되며, 이를 위해 각 pv panel들은 panel 의 양끝단에 위치한 maintenance gutter 위에

앉혀집니다. 아래의 process는 초기의 gutter로부터 pv panel의 길이를 고려한 특정한 거리상에 다음번의 gutter의 위치를 정하기 위한 geometric rule을

설명하고 있습니다.

STEP 08_CATWALK GEOMETRY SET OUT

Catwalk Assemblies

Clearance Surface for Catwalk

Top Chord Surface

Bottom Chord Surface

Circle line to start Catwalk Assemblies

Goals

A: Keep the distance for the ‘PV Cassettes’ consistently between ‘Catwalk Assemblies’

B: Maintain a constant clearance from the ‘Canopy truss structural top surface’ to the ‘PV Ring beams’

C: Keep a single ‘Catwalk / Gutter’ cross section and orientation at all locations

Process

1) Offset upper chord surface by required clearance

3) Create circle with a radius equal to the target span for the PV Cassettes centered on the center of the ring beam or lowest required

point for clearance

4) Move the circle over on the axis of the gutter's walkable surface by the length of the catwalk opening in the direction of the next

segment. This will account for the plank being "layed" from the right hand side of the lower gutter assembly vto the left hand side of

the next gutter assembly above

5) Intersect this circle with the offset curve to get next placement point

6) Translate the cross section from the center point of the ring beam to the new intersection point.

PROCESS 01

Critical Dimension

PROCESS 02

Effective Range

Clearance

PROCESS 03 : Move Circle to bottom point of Catwalk

PROCESS 04

X

X

PROCESS 05

PROCESS 06

ib

Next Origin

Critical Dimension

On Curve


structure

36개의 primary rib trusses와 구조스팬의 약 2/3 지점으로 부터 분기하는 36개의 secondary rib trusses 로 구성된 총 72개의

rib trusses들이 구조물의 중심점으로 부터 방사상으로 뻗어나오는 형태의 구조물을 형성합니다. 이들 개별의 부재들은 cross bracings과 hoops등으로

횡방향으로 연결되어 전체적인 구조를 안정화 시킵니다. Canopy의 구조적인 측면 이외에도 장변 약 200m에 달하는 거대 구조물이 가져오는 시각적인 무게를

줄이기 위한 방안으로 다양한 부재의 크기, 간격 및 layout등이 검토 되었습니다.

Canopy

Canopy

Structure

Structure

Options

Options

(Geometry)

(Geometry)

STRUCTURE VARIATIONS

In STRUCTURE seeking out VARIATIONS

the best balance between structural

performance, In seeking out material the best efficiency balance between and visual structural clarity, we tested out

3 performance, major variations: material efficiency and visual clarity, we tested out

• 3 major 36 ribs variations: at the base, evenly spaced at 1.7m center to center,

• 36 ribs at the base, evenly spaced at 1.7m center to center,

OPTION A - FLAT RIB TRUSS

• 36 RIBS AT BASE / 72 RIBS AT EDGE

OPTION

BIFURCATES

A - FLAT

ONCE

RIB TRUSS


1.7M

36 RIBS

CTC

AT

/

BASE

1.3M CLEARANCE

/ 72 RIBS AT

AT

EDGE

BASE

• BIFURCATES ONCE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

provide both physical and visual access to the center of the

canopy. provide both As the physical span increases and visual toward access the to top the of center the canopy, of the

ribs canopy. bifurcate As the once span at increases approximately toward 2/3 the point top of the canopy, span to

72 ribs ribs bifurcate in order once to provide at approximately an adequate 2/3 interval point of to the support span to

the 72 ribs PV roofing order assembly. to provide an adequate interval to support

the PV roofing assembly.

• 18/36/72 ribs provide greater openness at the base, but lose

• visual 18/36/72 coherency ribs provide as they greater bifurcate openness twice. at the base, but lose

• 72 visual consistent coherency ribs as add they more bifurcate structural twice. members near the

• base 72 consistent resulting ribs in a add space-frame more structural like appearance.

members near the

base resulting in a space-frame like appearance.

OPTION B - FLAT RIB TRUSS

• 18 RIBS AT BASE / 36 RIBS AT MIDSPAN / 72 RIBS AT EDGE

OPTION

BIFURCATES

B - FLAT

TWICE

RIB TRUSS


3.35M

18 RIBS

CTC

AT

/

BASE

2.56M

/ 36

CLEARANCE

RIBS AT MIDSPAN

AT BASE

/ 72 RIBS AT EDGE

• BIFURCATES TWICE

• 3.35M CTC / 2.56M CLEARANCE AT BASE

18/36/72

18/36/72

36/72

36/72

OPTION C - TRI CHORD RIB TRUSS

• 36 RIBS AT THE VERY BASE / 72 RIBS ALL THE WAY UP TO EDGE

OPTION

PRUNING

C - TRI

AT

CHORD

THE VERY

RIB

BASE

TRUSS


1.7M

36 RIBS

CTC

AT

/

THE

1.3M

VERY

CLEARANCE

BASE / 72

AT

RIBS

BASE

ALL THE WAY UP TO EDGE

• PRUNING AT THE VERY BASE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

72

72

OVERVIEW

60 EXPO 2020 DUBAI | SUSTAINABILITY PAVILION

PRIMARY RIB TRUSS

SECONDARY

PRIMARY RIB

RIB

TRUSS

TRUSS

TERTIARY

SECONDARY

RIB

RIB

TRUSS

TRUSS

HOOP

TERTIARY RIB TRUSS

CROSS

HOOP

BRACING

TENSION

CROSS BRACING

CABLE

TENSION CABLE

60 EXPO 2020 DUBAI | SUSTAINABILITY PAVILION

MINIMAL DENSITY

MODERATE DENSITY

COMPETITION DENSITY

EXPO 2020 DUBAI | SUSTAINABILITY PAVILION


structure options

각기 다른 부재의 숫자, 간격, 두께등을 가진 세가지 variations를 중심으로 시각적인 무게감, 투명도등을 실험합니다. 부재의

개수와 간격, 그리고 부재의 크기는 서로 밀접한 상관관계를 가지고 있으며 서로 시각적인 무게감에 다른 영향력을 미치게 됩니다. 모든 모형은 Grasshopper

에서 Revit으로 전환후 VR engine을 통해 시각화 됩니다.

Canopy Structure Options (Geometry)

STRUCTURE VARIATIONS

In seeking out the best balance between structural

performance, material efficiency and visual clarity, we tested out

3 major OPTION variations: A - FLAT RIB TRUSS

• • 36 36 ribs RIBS at AT the BASE base, / 72 evenly RIBS spaced AT EDGEat 1.7m center to center,

• BIFURCATES ONCE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

OPTION A - FLAT RIB TRUSS

• 36 RIBS AT BASE / 72 RIBS AT EDGE

• BIFURCATES ONCE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

provide both physical and visual access to the center of the

canopy. As the span increases toward the top of the canopy,

ribs bifurcate once at approximately 2/3 point of the span to

OPTION 72 ribs in A.1 order - FLAT to provide RIB TRUSS an adequate interval to support

• the 18 PV RIBS roofing AT BASE assembly. / 36 RIBS AT MIDSPAN / 72 RIBS AT EDGE

• BIFURCATES TWICE

• 3.35M CTC / 2.56M CLEARANCE AT BASE

• 18/36/72 ribs provide greater openness at the base, but lose

visual coherency as they bifurcate twice.

• 72 consistent ribs add more structural members near the

OPTION base resulting B - TRI in CHORD a space-frame RIB TRUSS like appearance.

• 36 RIBS AT THE VERY BASE / 72 RIBS ALL THE WAY UP TO EDGE

• PRUNING AT THE VERY BASE

OPTION • 1.7M B CTC - FLAT / RIB 1.3M TRUSS CLEARANCE AT BASE

• 18 RIBS AT BASE / 36 RIBS AT MIDSPAN / 72 RIBS AT EDGE

• BIFURCATES TWICE

• 3.35M CTC / 2.56M CLEARANCE AT BASE

18/36/72

36 RIBS 72 RIBS 18 RIBS 36 RIBS 72 RIBS 36 RIBS

72 RIBS

36/72

OPTION C - TRI CHORD RIB TRUSS

• 36 RIBS AT THE VERY BASE / 72 RIBS ALL THE WAY UP TO EDGE

• PRUNING AT THE VERY BASE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

72

PRIMARY RIB TRUSS

SECONDARY RIB TRUSS

TERTIARY RIB TRUSS

HOOP

CROSS BRACING

TENSION CABLE

OPTION A - FLAT RIB TRUSS

• 36 RIBS AT BASE / 72 RIBS AT EDGE

• BIFURCATES ONCE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

60 EXPO 2020 DUBAI | SUSTAINABILITY PAVILION

OPTION A.1 - FLAT RIB TRUSS

• 18 RIBS AT BASE / 36 RIBS AT MIDSPAN / 72 RIBS AT EDGE

• BIFURCATES TWICE

• 3.35M CTC / 2.56M CLEARANCE AT BASE

OPTION B - TRI CHORD RIB TRUSS

• 36 RIBS AT THE VERY BASE / 72 RIBS ALL THE WAY UP TO EDGE

• PRUNING AT THE VERY BASE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

EXPO 2020 DUBAI | SUSTAINABILITY PAVILION

EXPO 2020 DUBAI | SUSTAINABILITY PAVILION


OPTION A - FLAT RIB TRUSS

• 36 RIBS AT BASE / 72 RIBS AT EDGE

• BIFURCATES ONCE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

OPTION A.1 - FLAT RIB TRUSS

• 18 RIBS AT BASE / 36 RIBS AT MIDSPAN / 72 RIBS AT EDGE

• BIFURCATES TWICE

• 3.35M CTC / 2.56M CLEARANCE AT BASE

OPTION B - TRI CHORD RIB TRUSS

• 36 RIBS AT THE VERY BASE / 72 RIBS ALL THE WAY UP TO EDGE

• PRUNING AT THE VERY BASE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

EXPO 2020 DUBAI | SUSTAINABILITY PAVILION

OPTION A - FLAT RIB TRUSS

• 36 RIBS AT BASE / 72 RIBS AT EDGE

• BIFURCATES ONCE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

OPTION A.1 - FLAT RIB TRUSS

• 18 RIBS AT BASE / 36 RIBS AT MIDSPAN / 72 RIBS AT EDGE

• BIFURCATES TWICE

• 3.35M CTC / 2.56M CLEARANCE AT BASE

OPTION B - TRI CHORD RIB TRUSS

• 36 RIBS AT THE VERY BASE / 72 RIBS ALL THE WAY UP TO EDGE

• PRUNING AT THE VERY BASE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

EXPO 2020 DUBAI | SUSTAINABILITY PAVILION


다양한 각도에서 canopy 부재의 크기및 간격이 어떠한 시각적인 변화를 가져오는지를 테스트 합니다.

OPTION A - FLAT RIB TRUSS

• 36 RIBS AT BASE / 72 RIBS AT EDGE

• BIFURCATES ONCE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

OPTION A.1 - FLAT RIB TRUSS

• 18 RIBS AT BASE / 36 RIBS AT MIDSPAN / 72 RIBS AT EDGE

• BIFURCATES TWICE

• 3.35M CTC / 2.56M CLEARANCE AT BASE

OPTION B - TRI CHORD RIB TRUSS

• 36 RIBS AT THE VERY BASE / 72 RIBS ALL THE WAY UP TO EDGE

• PRUNING AT THE VERY BASE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

EXPO 2020 DUBAI | SUSTAINABILITY PAVILION

OPTION A - FLAT RIB TRUSS

• 36 RIBS AT BASE / 72 RIBS AT EDGE

• BIFURCATES ONCE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

OPTION A.1 - FLAT RIB TRUSS

• 18 RIBS AT BASE / 36 RIBS AT MIDSPAN / 72 RIBS AT EDGE

• BIFURCATES TWICE

• 3.35M CTC / 2.56M CLEARANCE AT BASE

OPTION B - TRI CHORD RIB TRUSS

• 36 RIBS AT THE VERY BASE / 72 RIBS ALL THE WAY UP TO EDGE

• PRUNING AT THE VERY BASE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

EXPO 2020 DUBAI | SUSTAINABILITY PAVILION


OPTION A - FLAT RIB TRUSS

• 36 RIBS AT BASE / 72 RIBS AT EDGE

• BIFURCATES ONCE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

OPTION A.1 - FLAT RIB TRUSS

• 18 RIBS AT BASE / 36 RIBS AT MIDSPAN / 72 RIBS AT EDGE

• BIFURCATES TWICE

• 3.35M CTC / 2.56M CLEARANCE AT BASE

OPTION B - TRI CHORD RIB TRUSS

• 36 RIBS AT THE VERY BASE / 72 RIBS ALL THE WAY UP TO EDGE

• PRUNING AT THE VERY BASE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

EXPO 2020 DUBAI | SUSTAINABILITY PAVILION

OPTION A - FLAT RIB TRUSS

• 36 RIBS AT BASE / 72 RIBS AT EDGE

• BIFURCATES ONCE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

OPTION A.1 - FLAT RIB TRUSS

• 18 RIBS AT BASE / 36 RIBS AT MIDSPAN / 72 RIBS AT EDGE

• BIFURCATES TWICE

• 3.35M CTC / 2.56M CLEARANCE AT BASE

OPTION B - TRI CHORD RIB TRUSS

• 36 RIBS AT THE VERY BASE / 72 RIBS ALL THE WAY UP TO EDGE

• PRUNING AT THE VERY BASE

• 1.7M CTC / 1.3M CLEARANCE AT BASE

EXPO 2020 DUBAI | SUSTAINABILITY PAVILION


05 Conic Ribbon

04 Conic Single

02 Flat Ribbon

01 Flat Single

16695448.55

16660526.87

16655178.52

16640529.29

03 Sawtooth

16606641.59

Total kWh/Year

0 2,000,000 4,000,000 6,000,000 8,000,000 10,000,000 12,000,000 14,000,000 16,000,000 18,000,000 20,000,000

01 Flat Single

04 Conic Single

02 Flat Ribbon

05 Conic Ribbon

03 Sawtooth

01 Flat Single

04 Conic Single

02 Flat Ribbon

05 Conic Ribbon

03 Sawtooth

Area in m^2

0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000

kWh/m^2

0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 2,400

05 Conic Ribbon

16695448.55

04 Conic Single

16660526.87

02 Flat Ribbon

16655178.52

01 Flat Single

16640529.29

03 Sawtooth

16606641.59

Total kWh/Year

0 2,000,000 4,000,000 6,000,000 8,000,000 10,000,000 12,000,000 14,000,000 16,000,000 18,000,000 20,000,000

01 Flat Single

04 Conic Single

02 Flat Ribbon

05 Conic Ribbon

03 Sawtooth

01 Flat Single

04 Conic Single

02 Flat Ribbon

05 Conic Ribbon

03 Sawtooth

Area in m^2

0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000

kWh/m^2

0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 2,400

8160.77

8274.85

8369.86

8409.54

8551.97

2039.09

2013.39

1989.9

1985.3

1941.85

8160.77

8274.85

8369.86

8409.54

8551.97

2039.09

2013.39

1989.9

1985.3

1941.85

>= 2150

2115

2080

2045

2010

1975

1940

1905

1870

1835

= 2150

2115

2080

2045

2010

1975

1940

1905

1870

1835

= 2150

2115

2080

2045

2010

1975

1940

1905

1870

1835

= 2150

2115

2080

2045

2010

1975

1940

1905

1870

1835


OPTION A - FLAT RADIAL

• CONCENTRIC CIRCLES

• WORKS WELL WITH RADIAL TENSION CABLENET BELOW

OPTION B - FLAT ORTHOGONAL

• ORTHOGONAL PATTERN

• EASIER MAINTENANCE STRATEGY

OPTION B.1 - SAWTOOTH ORTHOGONAL

• ADDITIONAL PITCH TO ACHIEVE 20DEGREE SLOPE

• OPTIMIZED SUN ANGLE

EXPO 2020 DUBAI | SUSTAINABILITY PAVILION

OPTION A - FLAT RADIAL

• CONCENTRIC CIRCLES

• WORKS WELL WITH RADIAL TENSION CABLENET BELOW

OPTION B - FLAT ORTHOGONAL

• ORTHOGONAL PATTERN

• EASIER MAINTENANCE STRATEGY

OPTION B.1 - SAWTOOTH ORTHOGONAL

• ADDITIONAL PITCH TO ACHIEVE 20DEGREE SLOPE

• OPTIMIZED SUN ANGLE

EXPO 2020 DUBAI | SUSTAINABILITY PAVILION


Walkway Gap Untrimmed Panel Area (km2)

5 Untrimmed Panel 0.8 Area (km2)

7.483

PV Panel Dimensions & Grouping vs. Net Panel Area

el 0.8 Area (km2)

5 0.8 7.483

PV Panel Dimensions & Grouping vs. Net Panel

7.482

1

Area

0.8 7.483

PV Panel Dimensions & Grouping vs. Net Panel

5 0.8 7.482

1

Area

7.474

20 8

2

PV Panel Dimensions & Grouping vs. Net

0.8 7.482

1

Panel Area

5 0.8 7.474

20 8

2

7.473

7

19

3

0.8 7.474 photovoltaic array pattern

기성 태양광 전지 모듈들을 1 20 공간집약적으로 8 제한된 2 면적안에 집적하기 위한 과정입니다. 모듈 크기와 모듈간의

4 0.8 7.473

7.438

7

20 8

2 19

6 3

0.8 7.473

4 배치간격등을 0.8 변수로 7.438 삼아서 가장 효율이 7.434 높은 배치의 방법을 7

19 grasshopper의 iteration solver로

6 3찾아내었습니다.

0.8 7.438

7

4 0.8 7.434

7.431 19

6 3 18

5

4

0.8 7.434

nel 3Length (m) Panel Width 0.8 7.431

(m) Group Size 7.424

6

18

5

4

Walkway Gap Untrimmed Panel Area (km2)

4

0.8 7.431

18

5

4

3 1.6 0.8 7.424 0.5 57.409

0.8 7.483

4

PV Panel Dimensions & Grouping vs. Net Panel Area

18

5

4

3

0.8 7.424 1.6 0.6 5 0.8 7.482

1

3 0.8 7.409

4

7.398

17

3

5

8

PV 1.6 Array 0.7Pattern5 0.8 7.474

20

2

0.8 7.409

4

5 0.8 7.398

7.394

17

3

2

5

1.6 0.8 5 0.8 7.473

7

0.8 7.398

19

3

4 2 0.8 7.394

17

1 4 7.38

3

2

5

0.8 7.438

1

6

0.8 7.394

17

2

5

5 2 0.8 7.38 1.1 47.375

0.8 2 7.434

1

16

0

2 1.3 4 0.8 7.431

18

5

6

0.8 7.38

4

5 0.8 7.375

1

7.366

16

0

6

0.8 7.375 1.7 1 3 0.8 1 7.424

4

3 0.8 7.366

7.153

16

0

6

1.7 1.4 3 0.8 7.409

0.8 7.366

3

3

1.7 0.8 7.153

16

2 37.122

0

6

0.8 7.398

17

0.8 7.153

2

RECTANGLE MODULE PACKING

1.2 0.8 7.122 1.5 57.048

0.8 7.394

15

2

7

0.8 7.122 In order to maximize PV area benefiting from off-the-shelf modules, it was very important to

2 1.9 0.8 7.048 1.3 47.018

0.8 15 7.38

7

1

pack as many rectangular PV modules as possible on the given design surface. Using iterative

0.8 7.048

2 1.2 1.6 5 0.8

15

7.375

7

parametric 0.8 7.018

technology, we tested out countless 6.949combinations of parameters including number of

16

0

0.8 1.5 1 5

15

0.8 7.366

7

7.018

2 PV

1.5

units per 0.8 super module, 6.949

1

various standard 6.918

3

units and PV patch

0.8

sizes.

14

8

7.153

0.8 6.949 • 1.5 Tested variables include: 6.918

2 Panel Length, Panel 3 Width, Group 0.8 Size

14

8

7.122

6.918 • 1.7 5.1m by 1m super module 1 composed of 2three 1.7m by 1m 0.8 PV modules 14 produces the most 7.048 cost

8

15

1.7 effective PV array among 2 others.

14

8

2 0.8 7.018

13

9

• 1.5 0.8m maintenance catwalk 1 between modules. 2 0.8 6.949

13

9

13

9 12

10

1.5 2 2 0.8 6.918

14

8

13

9 12

10 11

12

10

Panel Length (m)

11

Panel Width (m) Group Size Untrimmed Panel Area (km2)

12

10

13

9

Panel Length (m)

11

Panel Width (m) Group Size Untrimmed Panel Area (km2)

Panel Length (m)

11

Panel Width (m) Group Size Untrimmed Panel Area (km2)

12

10

Panel Length (m) Panel Width (m) Group Size Untrimmed Panel Area (km2)

11

Panel Length (m) Panel Width (m) Group Size Untrimmed Panel Area (km2)

PV MODULE VARIATIONS

SUPER MODULE VARIATIONS

ITERATIVE SOLVER

(EXAMPLES OF PANEL WIDTH 1)

(EXAMPLES OF GROUP SIZE 3)

(TESTING VARIABLES : PANEL LENGTH, PANEL WIDTH, PANELS PER GROUP)

5

7

6

1.7 (PANEL LENGTH)

1.0 (PANEL WIDTH)

5 MM MIN. SPACING

5" Patch 80% Patch Area

0.8 5.1 (GROUP SIZE 3)

0.8

1.7

1.7 1.7

1.0 (PANEL WIDTH) 1.0 (PANEL WIDTH) 1.0 (PANEL WIDTH)

1.7 (PANEL LENGTH)

5 MM MIN. SPACING

1.5 (PANEL LENGTH)

5 MM MIN. SPACING

1.5 (PANEL LENGTH)

5 MM MIN. SPACING

6" Patch 84% Patch Area 5" Patch 75% Patch Area

6" Patch 82% Patch Area

0.8

800 MM CATWALK

1.5

800 MM CATWALK

INFILL PANEL

800 MM CATWALK

4.5 (GROUP SIZE 3)

0.8

1.5

1.5

INFILL PANEL

800 MM CATWALK

1.0

1.0

66 EXPO 2020 DUBAI | SUSTAINABILITY PAVILION

8) 1.7 X 1M PANEL | GROUPS OF 3

• Total PV panel area : 7,424 sqm

10) 1.7 X 2M PANEL | GROUPS OF 3

• Total PV panel area : 7,398 sqm

15) 1.5 X 1M PANEL | GROUPS OF 3

• Total PV panel area : 7,153 sqm

16) 1.5 X 2M PANEL | GROUPS OF 3

• Total PV panel area : 7,122 sqm

18) 1.7 X 2M PANEL | GROUPS OF 2

• Total PV panel area : 7,018 sqm

20) 1.5 X 2M PANEL | GROUPS OF 2

• Total PV panel area : 6,918sqm

STAGE 3 - FINAL SCHEMATIC DESIGN

DESIGN RESPONSE

187


oof panel type

최대 산출양을 예측합니다.

주어진 태양광 전지의 layout으로 최대한의 전기를 발생시키기 위해 다양한 photovolaic cell type들을 적용하고 이를 통해

Roof Panel Types

E-SERIES COMMERCIAL SOLAR PANELS

SUPPLEMENTARY TECHNICAL SPECIFICATIONS

RECTANGLE MODULE PACKING

In order to maximize the PV area benefiting from off-the-shelf

MODULE

modules, it was very important to pack as many rectangular PV MODULE PLATFORM PLATFORM DIMENSION

modules as possible on the given design surface. Using iterative

parametric technology, we tested out countless combinations

of parameters including number of PV units per super module,

various standard units and PV patch Gen sizes. The current system

Gen 44 Frame-128 Frame-128 CELL CELL

utilizes three PV types described as below.

(SPR-E20-440-COM,

• 5.1m X (SPR-E20-440-COM, SPR-E20-435-COM,

1.050m super module composed SPR-E20-435-COM, SPR-E19-410-COM)

of SPR-E19-410-COM)

Gen Gen 44 Frame Frame Profile Profile for for 128 128 cell cell

- One 1.560m X 1.050m off-the-shelf standard PV

Frame Frame Extrusion, Extrusion, Side Side

Frame Frame Extrusion, Extrusion, End End

- One 3.540m X 1.050m glass laminated PV panel

(with (with PEM PEM Stud Stud Height) Height)

• 2.500m X 1.050m perimeter panels along the edge of the

canopy

• Light reflective panels with custom frit pattern

TYPE

STANDARD PV

GLASS LAMINATED PV

GLASS LAMINATED PV(PERIMETER)

TOTAL

LIGHT REFLECTOR

PERIMETER GLASS PANEL

TOTAL

GRAND TOTAL

COUNT

1,322

1,171

317

2,810

237

229

466

3,276

AREA(M 2 )

2,166

4,353

832

7,351

556

329

886

8,236

SIZE(M X M)

1.560 X 1.050

3.540 X 1.050

2.500 X 1.050

-

-

-

-

-

MODULE MODULE PLATFORM PLATFORM DIMENSION

E-SERIES COMMERCIAL SOLAR PANELS

SUPPLEMENTARY TECHNICAL SPECIFICATIONS

Gen Gen 44 Frame-128 Frame-128 CELL CELL

(SPR-E20-440-COM, (SPR-E20-440-COM, SPR-E20-435-COM, SPR-E20-435-COM, SPR-E19-410-COM)

SPR-E19-410-COM)

Gen Gen 44 Frame Frame Profile Profile for for 128 128 cell cell

Frame Frame Extrusion, Extrusion, Side Side

Frame Frame Extrusion, Extrusion, End End

(with (with PEM PEM Stud Stud Height) Height)

Gen Gen 33 Frame-96 Frame-96 CELL CELL (with (with stacking stacking pins) pins)

(SPR-E20-327-COM, (SPR-E20-327-COM, SPR-E19-310-COM, SPR-E19-310-COM, SPR-E18-295-COM)

SPR-E18-295-COM)

Gen Gen 33 Frame Frame Profile Profile for for 96 96 cell cell

16 EXPO 2020 DUBAI | SUSTAINABILITY PAVILION

STANDARD PV GLASS LAMINATED PV GLASS LAMINATED PV (PERIMETER)

STANDARD PV GLASS LAMINATED PV GLASS LAMINATED PV (PERIMETER)

Frame Frame Extrusion, Extrusion, Side Side

(with (with PEM PEM Stud Stud Height) Height)

Frame Frame Extrusion, Extrusion, End End

Gen Gen 33 Frame-96 Frame-96 CELL CELL (with (with stacking stacking pins) pins)

(SPR-E20-327-COM, (SPR-E20-327-COM, SPR-E19-310-COM, SPR-E19-310-COM, SPR-E18-295-COM)

SPR-E18-295-COM)

Gen Gen 33 Frame Frame Profile Profile for for 96 96 cell cell

Frame Frame Extrusion, Extrusion, Side Side

(with (with PEM PEM Stud Stud Height) Height)

Frame Frame Extrusion, Extrusion, End End

PV

PV GLASS

GLASS DIMENSIONS

Specifications DIMENSIONS

Specifications subject subject to to change change without without notice notice Page Page 4 4 of of 5 5 Document Document No. No. 505913 505913 Rev Rev E E / US / US

PV GLASS DIMENSIONS

PV GLASS DIMENSIONS

PV GLASS DIMENSIONS

PV GLASS DIMENSIONS

BEST TURNKEY PROJECT

BEST TURNKEY PROJECT

PV PV GLASS GLASS DIMENSIONS

DIMENSIONS

BEST TURNKEY PROJECT

BEST TURNKEY PROJECT

BEST TURNKEY PROJECT

BEST TURNKEY PROJECT

BEST TURNKEY PROJECT

BEST TURNKEY PROJECT

PV

PV GLASS

GLASS CONFIGURATION

CONFIGURATION

PV GLASS CONFIGURATION

PV GLASS CONFIGURATION

PV GLASS CONFIGURATION

PV GLASS CONFIGURATION

Specifications Specifications subject subject to to change change without without notice notice Page Page 4 4 of of 5 5 Document Document No. No. 505913 505913 Rev Rev E E / US / US

photovoltaic building materials

03 CANOPY PACKAGE | PRELIMINARY TENDER REPORT

03 CANOPY PACKAGE | PRELIMINARY TENDER REPORT

17

17


C:\temp\92001-MDL-C144200-AR-000002_wsung.rvt

1

canopy system

트러스를 이용한 경량 구조물은 태양광전지, light funnel, maintenance catwalk, wiremesh scrim 및 louver등의 많은

요소를 가지는 복잡하지만 동시에 기술 집약적인 시스템을 형성하게 됩니다.

Canopy System

INTEGRATED SYSTEMS, EFFICIENT STRUCTURE

• Utilizes trusses, a lightweight structural typology, which

converge at a small footprint of 20 meters.

• Radial PV array packs rectangle modules and provide sun

exposure by utilizing the geometry of the canopy.

• Light reflectors help achieve required ambient light level to

the courtyard.

• Louvers along the edge provide shading along the perimeter.

• Mesh scrim on the underside provides debris protection and

scatters direct sunlight.

• A central catwalk facilitates ease of maintenance.

• Funnel-shaped overall geometry creates air movement by

utilizing its shape.

PHOTOVOLTAIC ROOF

GUTTER /

CATWALK

LOUVER

GUTTER/CATWALK

SUB STRUCTURE

WIRE MESH SCRIM

CANOPY MATERIAL

TYPE

COMMENTS

PV-1

PV-2

STANDARD PV PANEL (SUNPOWER)

GLASS LAMINATED PV PANEL (ONYX)

LIGHT FUNNEL

GLS-120

TEMPERED GLASS WITH FRIT PATTERN, DOUBLE LAYERED 4MM+4MM (LIGHT REFLECTOR AND PERIMETER

CUT PANELS)

MTL-211

MTL-212

MTL-213

AESS CATEGORY 4, GALVANIZED, APPLIED HIGH PERFORMANCE FINISH (TRUSS LOWER CORD)

AESS CATEGORY 1, GALVANIZED, APPLIED HIGH PERFORMANCE FINISH

CAST STEEL, APPLIED HIGH PERFORMANCE FINISH (BASE PIN)

PRIMARY STRUCTURE

MAINTENANCE CATWALK

MTL-315

MTL-316

MTL-317

MTL-318

MTL-319

MTL-320

MTL-321

MTL-411

MTL-412

MTL-413

MTL-414

STAINLESS STEEL TENSION RODS

STAINLESS STEEL TENSION CABLES

STAINLESS STEEL WIRE MESH

STAINLESS STEEL PIPE (STORM WATER DOWN PIPE)

STAINLESS STEEL SHEET FLASHING

METAL FLOOR PANEL (CATWALK FLOOR)

METAL SHEET (CATWALK WALL/ACCESS PANEL)

ALUMINUM FRAMING (PV) CAST STEEL BASE

ALUMINUM SHEET, POWDER COATED (PV INFILL)

ALUMINUM GRATING (LIGHT REFLECTOR CATWALK FLOOR)

ALUMINUM, ANODIZED (LOUVERS)

Canopy Mock-up

CANOPY EXPLODED AXON

NTS

PLA-201

SILICONE ACCORDION EXPANSION JOINT (LIGHT REFLECTOR INFILL PANEL)

PLA-202

CURVED NON-SLIP WALKING SURFACE (CATWALKS)

PLA-203

RUBBER OR NYLON GASKET (TYP. METAL SEPARATOR)

MTL-314

03 CANOPY PACKAGE | PRELIMINARY TENDER REPORT 5

GLASS LAMINATED PV

TEMPERED GLASS

VISUAL AND PERFORMANCE MOCK-UP

As one of the most complicated pieces of the entire project, the

main canopy should be tested out prior to the construction for

visual aesthetics, performance and constructibility. We propose

to mock up at least a full bay including components summarized

as below.

• PV panels / Tempered glass panels

• PV/glass panel supporting frames

• Sub structure to support the roof panels

• Gutters/catwalks (circular / central spine)

• Electric conduits/equipment and drainage down pipes

• Louvers

• Primary structures

• Wire mesh scrim

• Light reflector

• Maintenance catwalk

• Base pin

CIRCULAR GUTTER / CATWALK

CENTRAL SPINE GUTTER / CATWALK

STANDARD PV

GLASS LAMINATED PV

LOUVER

PV SUPPORT

PLAN BRACING

*2 Bays are shown in the graphic.

PLAN BRACING

GUTTER/CATWALK

SUB STRUCTURE

TRUSS WEB

HOOP @ TOP CHORD

HOOP @ BOTTOM CHORD

BOTTOM CHORD

WIRE MESH SCRIM

LIGHT

REFLECTOR

MAINTENANCE CATWALK

CAST STEEL BASE

03 CANOPY PACKAGE | PRELIMINARY TENDER REPORT

11


2

2

2

Q

roofing system

지오메트리의 형상에 따라 roofing system은 크게 다섯가지의 typology들로 나뉘게 됩니다. 각 typlolgy들은지오메트리의

형상에 따른 특성을 반영함과 동시에 기성의 직사각형 photovolatic panel을 손쉽게 설치할수 있도록 고안되었습니다.

Roofing System

GLASS PANEL

1

PERIMETER PV

PANEL

PV FRAME

GLASS LAMINATED

PV PANEL

STANDARD

ROOFING SYSTEM COMPONENTS

The PV roof assembly sits directly on the primary structure,

simplifying the overall canopy roofing system, integrating

each functional component organically, and most importantly

creating an intuitive yet visually stunning canopy design.

• The PV roof layer is divided into three parts: Flat PV,

symmetrical conic PV, and light reflector zones. Simple

rationalized geometry will help integrate both the cleaning

and maintenance systems.

• PV panels will sit on sub-structures spanning between

primary structural ribs. There also will be PV panels along the

edge of the canopy.

• The maintenance catwalk will be located between circular PV

arrays, providing a gutter to collect rain water and dust buildup,

and rails/tracks for a maintenance vehicle.

• To compensate for gaps between rectangular solar panels,

there will be triangular infill panels.

CROSS BRACING

LIGHT

REFLECTOR

GLASS LAMINATED

PV PANEL

STANDARD

PV PANEL

3

PV-1 STANDARD PHOTOVOLTAIC PANEL

MTL-411

ALUMINUM PV FRAMING

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

PV PANEL

HOOP

PRUNING

2

MTL-321

METAL WALL PANEL

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

SECONDARY

TRUSS RIB

CENTRLASPINE

CATWALK

LOUVER

PV SUPPORT

TENSION CABLE

MTL-321

METAL WALL

PV-2 GLASS

PHOTOVOLT

MTL-411

ALUMINUM P

PV-1 STANDARD PHOTOVOLTAIC PANEL

4

HOOP

3

600508

600508

MESH SCRIM

PHOTOVOLTAIC - FLAT (10° OVERALL PITCH TO SOUTH)

1,560 3,540

1,050

PHOTOVOLTAIC - SYMMETRICAL CONIC

LIGHT FUNNEL (PHOTOVOLTAIC)

LIGHT FUNNEL

PRIMARY

PV-2 GLASS LAMINATED

TRUSS RIB PHOTOVOLTAIC PANEL

MTL-321

METAL WALL PANEL

5

WEB

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-412

ALUMINUM PV INFILL PANELS

PV-1 STANDARD PHOTOVOLTAIC PANEL

MTL-211

AESS CATEGORY 4, APPLIED HIGH

PERFORMANCE FINISH

MTL-317

STAINLESS STEEL WIRE MESH

CAST STEEL BASE

1

TYP PV AXON DETAIL

2

TYP PV PLAN DETAIL

3

TYP P

1 : 50

1 : 50

Typical Detail

12 EXPO 2020 DUBAI | SUSTAINABILITY PAVILION

PV-1 STANDARD PHOTOVOLTAIC PANEL

MTL-411

ALUMINUM PV FRAMING

MTL-321

METAL WALL PANEL

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

10°

PV-1 STANDARD PHOTOVOLTAIC PANEL

MTL-321

METAL WALL PANEL

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

PLA-201

MTL-321

SILICONE ACCORDION

METAL WALL

EXPANSION

PANEL

JOINT

GLS-120

TEMPERED GLASS, DOUBLE LAYERED,

FRIT PATTERN PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

MTL-413

ALUMINUM GRATING

500

350

MTL-321

METAL WAL

PV-2 GLASS

PHOTOVOLT

MTL-411

ALUMINUM P

400

R

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

3

600508

600508

1,200

1,050

R 10,000

1,140

1,560

3,540

DRAIN DOWN PIPES

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

MTL-315

STAINLESS STEEL TENSION RODS

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

ELECTRIC CONDUITS

DRAIN DOWN PIPES

MTL-412

ALUMINUM PV INFILL PANELS

PV-1 STANDARD PHOTOVOLTAIC PANEL

MTL-211

AESS CATEGORY 4, APPLIED HIGH

PERFORMANCE FINISH

MTL-317

STAINLESS STEEL WIRE MESH

BASE BUILDING FOR

REFERENCE ONLY

DM Stamp

MTL-321

METAL WALL PANEL

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

MTL-411

ALUMINUM PV FRAMING

MTL-212

1 TYPICAL CANOPY BASEPIN PLAN DETAIL

AESS CATEGORY 1, APPLIED HIGH

1 : 20

PERFORMANCE TYP. FINISH OPERABLE DETAIL 2

4

PV - AXON OPERABLE DETAIL PV

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

PV-1 STANDARD PHOTOVOLTAIC PANEL

MTL-411

ALUMINUM PV FRAMING

C:\temp\92001-MDL-C144200-AR-000002_wsung.rvt

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

PV-1 STANDARD PHOTOVOLTAIC PANEL

CANOPY TRUSS

1,100 TYP

3,000 TYP.

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

5

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

5

600504

1,050

OPERABLE PV PLAN DETAIL

1 : 50

MTL-321

METAL WALL PANEL

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

TYP. DETAIL 4 - LIGHT FUNNEL

3 REFLECTOR GLASS AXON DETAIL

2 TYPICAL CANOPY BASEPIN SECTION

1 : 20

6 OPER

1 : 50

MTL-321

METAL W

PV-2 GLA

Copyright by Bureau Expo Dubai 2020 (EX20). All rights reserved. PHOTOVO This

document may not, in whole or in part, be reproduced, stored, transm

distributed in any form or by any means, whether electronic, mechani

photocopy, recording or otherwise, without the prior written MTL-411 permissi

EX20. Except where otherwise expressly agreed in writing ALUMINU

by EX20, E

shall have no responsibility or liability for any loss (direct, consequen

otherwise) which may arise from reliance on or use of this document

information contained therein.

DO NOT SCALE THIS DRAWING.

MTL-212

AESS CATEGO

PERFORMANCE

TRUSS LOWER

SECTION

CANOPY STRUCTURE

2,500

TYP. CAST BASE PIN ASSEMBLY

RESERVOIR FINISHED FLOOR

SEE BASE BUILDING

3

600508

600508

MTL-213

CAST STEEL, A

PERFORMANCE

TRUSS LOWER

CAST BASE

CANOPY BASE FINISHED FLOOR

SEE BASE BUILDING

1,050

1,560 3,540

1,050

COURTYARD FINISHED FLOOR

SEE BASE BUILDING

MTL-213

CAST STEEL, A

PERFORMANCE

CAST CURVED

MTL-315

STAINLESS STEEL TENSION RODS

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

MTL-317

STAINLESS STEEL WIRE MESH

TYP. DETAIL 1 - EDGE

1 PERIMETER PV AXON DETAIL

NTS

PV-2 GLASS LAMINATED

MTL-320

METAL FLOOR PANEL

PLA-202

CURVED NON-SLIP WALKING SURFACE

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-211

AESS CATEGORY 4, APPLIED HIGH

PERFORMANCE FINISH

2

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

MTL-213

MTL-321

CAST STEEL, A

METAL WALL PANEL

PERFORMANCE

MTL-212

CAST CONNEC

AESS CATEGORY 1, APPLIED HIGH

TYP TRUSS TO 3BASE PIN

PERFORMANCE FINISH

CONNECTION LOCATION

600508

MTL-412

MTL-212

ALUMINUM PV INFILL No PANELS

DescriptionMTL-213

AESS CATEGORY 1, APPLIED HIGH

CAST STEEL, A

PERFORMANCE FINISH

SAFETY, HEALTH AND ENVIRONMENT INFORMATION PERFORMANCE

Brief details on the identified hazard symbol referencing CAST the CURVED unusual r

TYP. BASE PIN ASSEMBLY

MTL-212

hazards / risks are listed above.

AESS CATEGORY MTL-3201, APPLIED HIGH

PV-1 STANDARD PHOTOVOLTAIC PANEL

MTL-211

PERFORMANCE METAL FINISH FLOOR PANEL

FFL

AESS CATEGORY 4, APPLIED HIGH

PERFORMANCE FINISH

C:\temp\92001-MDL-C144200-AR-000002_wsung.rvt

PLA-202

MTL-212

MTL-211

TOS

CURVED NON-SLIP WALKING SURFACE

AESS CATEGO

AESS CATEGORY 4, APPLIED HIGH

MTL-317

PERFORMANCE

PERFORMANCE GLS-120 FINISH

STAINLESS STEEL WIRE MESH

TEMPERED GLASS, DOUBLE LAYERED,

FINISHED FLOO

PATTERN DOESN'T REPRESENT ACTUAL

FRIT PATTERN

MESH PATTERN FOR MORE INFORMATION

MTL-317

REFER TO ARCHITECTURAL DESIGN REPORT

STAINLESS MTL-321 STEEL WIRE MESH

METAL WALL PANEL

TYP. DETAIL 3 - TYPICAL PV

MTL-412

TYP. DETAIL 5 - BASE

ALUMINUM PV INFILL PANELS

1 TYP PV AXON DETAIL

2 TYP PV PLAN DETAIL

0 03 CANOPY PRE TENDER MR 3 MRTYP

Rev Description Apvr Chk'd

PERIMETER PV PLAN DETAIL AT LOUVERS LEVEL (REFLECTED CELILING PLAN)

3 PERIMETER PV PLAN DETAIL AT PV 1 : 50 LEVEL

1 : 50

Client

1 : 50

BASE BUILDING FOR REFERENCE ONLY

1 : 50 CANOPY SUPPORT RING BEAM

SEE BASE BUILIDING

EXPO 2020 Lehbab Road,

03 CANOPY PACKAGE | PRELIMINARY TENDER REPORT 13DWC South

PV-2 GLASS LAMINATED

Dubai - United Arab Emirates

PHOTOVOLTAIC PANEL

T: +971 4 555 2020

PV-1 STANDARD PHOTOVOLTAIC 3 CANOPY PANELBASEPIN AXON DETAIL

4 CANOPY PARTIAL AXON AT BASE

MTL-321

PV-1 STANDARD PHOTOVOLTAIC PANEL

METAL W

MTL-411

GLS-120

Development Manager

ALUMINUM PV FRAMING

Emaar Properties PJSC

TEMPERED GLASS, DOUBLE LAYERED,

P.O. Box 9440, Dubai, UAE

FRIT PATTERN

T: +971 4 3673333

MTL-321

PV-2 GLA

F: +971 4 3673000

METAL WALL PANEL

MTL-411

PHOTOV

1,050


1

NTS

4

NTS

ALUMINUM PV FRAMING

2

1 : 50

5

1 : 50

3

1 : 50

Q

canopy system assembly

Primary rib truss위에 고정 철물을 이용하여 원형의 hoop들이 위치하고, 차례로 gutter rib & cage, gutter

surface, flexible joint for pv panel, pv panel frame, pv panel, infill panel들이 위치하게 됩니다.

DM Stamp

MTL-321

METAL WALL PANEL

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

1,100 TYP

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

5

MTL-411

GLS-120

TEMPERED GLASS, DOUBLE LAYERED,

FRIT PATTERN

3,000 TYP.

1,050

600504

Copyright by Bureau Expo Dubai 2020 (EX20). All rights reserved. This

document may not, in whole or in part, be reproduced, stored, transmitted or

distributed in any form or by any means, whether electronic, mechanical, by

photocopy, recording or otherwise, without the prior written permission of

EX20. Except where otherwise expressly agreed in writing by EX20, EX20

shall have no responsibility or liability for any loss (direct, consequential or

otherwise) which may arise from reliance on or use of this document or the

information contained therein.

DO NOT SCALE THIS DRAWING.

2,500

1,050

N

1,050

MTL-320

METAL FLOOR PANEL

MTL-315

STAINLESS STEEL TENSION RODS

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

MTL-317

STAINLESS STEEL WIRE MESH

PLA-202

CURVED NON-SLIP WALKING SURFACE

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-211

AESS CATEGORY 4, APPLIED HIGH

PERFORMANCE FINISH

MTL-211

AESS CATEGORY 4, APPLIED HIGH

PERFORMANCE FINISH

MTL-317

STAINLESS STEEL WIRE MESH

PATTERN DOESN'T REPRESENT ACTUAL

MESH PATTERN FOR MORE INFORMATION

REFER TO ARCHITECTURAL DESIGN REPORT

MTL-321

METAL WALL PANEL

MTL-320

METAL FLOOR PANEL

PLA-202

CURVED NON-SLIP WALKING SURFACE

GLS-120

TEMPERED GLASS, DOUBLE LAYERED,

FRIT PATTERN

MTL-412

ALUMINUM PV INFILL PANELS

3

600508

No

Description

SAFETY, HEALTH AND ENVIRONMENT INFORMATION

Brief details on the identified hazard symbol referencing the unusual residual

hazards / risks are listed above.

PERIMETER PV AXON DETAIL

PERIMETER PV PLAN DETAIL AT LOUVERS LEVEL (REFLECTED CELILING PLAN)

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

PERIMETER PV PLAN DETAIL AT PV LEVEL

1 50% DD MR WS 06/29/17

0 03 CANOPY TENDER ISSUE MR WS 06/12/17

Rev Description Apvr Chk'd Date

Client

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

EXPO 2020 Lehbab Road,

DWC South

Dubai - United Arab Emirates

T: +971 4 555 2020

PV-1 STANDARD PHOTOVOLTAIC PANEL

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

PV-1 STANDARD PHOTOVOLTAIC PANEL

GLS-120

TEMPERED GLASS, DOUBLE LAYERED,

FRIT PATTERN

MTL-411

ALUMINUM PV FRAMING

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

4

600508

GLS-120

TEMPERED GLASS, DOUBLE LAYERED,

FRIT PATTERN

MTL-411

ALUMINUM PV FRAMING

MTL-321

METAL WALL PANEL

MTL-320

METAL FLOOR PANEL

PLA-202

CURVED NON-SLIP WALKING SURFACE

Development Manager

Project Manager

Local Consultant

Emaar Properties PJSC

P.O. Box 9440, Dubai, UAE

T: +971 4 3673333

F: +971 4 3673000

enquiry@emaar.ae

Turner International Middle East, Ltd.

Turner Construction - International LLC

P.O. Box 13036 - Dubai, UAE

P: +971 4 337 0990

F: +971 4 334 8216

tci.dxb@tcco.com

Floor 2, Hassanicor Building, Al Barsha First

P.O. Box 454801, Dubai, UAE

T: +971 4 399 4788

F: +971 4 399 4780

rpedubai@emirates.net.ae

VAR

2,500

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

Design Architect

637 West 27th Street

New York, New York 10001

T: +01 212.693.3600

Parcel IDE / Community

5219784 / Madinat Al Mataar

Project Title

EXPO2020 SUSTAINABILITY PAVILION

Project Adress

Drawing Title

CANOPY LOUVER EXPLODED AXON DETAIL

MTL-320

METAL FLOOR PANEL

PLA-202

CURVED NON-SLIP WALKING SURFACE

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-321

METAL WALL PANEL

MTL-317

STAINLESS STEEL WIRE MESH

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-322

METAL CATWALK SUPPORT FRAME

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-211

AESS CATEGORY 4, APPLIED HIGH

PERFORMANCE FINISH

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

TYPICAL CANOPY LOUVER SECTION DETAIL

EVENT

C144200

00

6

CANOPY ROOF DETAILS

Approved

Seal Date

06/12/17

Designed Drawn Checked

GA KD WS

Model File Ref:

Scale A1 (594x841) Revision No

92001-MDL-C144200-AR-000002 As indicated 1

Drawing No

92001-DWG-C144200-AR-600504

92001-MDL-C144200-AR-000002


1

NTS

4

NTS

2

5

1 : 50

1 : 50

1,560 3,540

3

6

1 : 50

1 : 50

Q

캐노피의 특성상 풍하중과 활화중에 의한 변위가 발생하게 되므로, 모든 연결부위는 3방향의 movement를 고려하여 설계 되었습니다. 또한 패널과 패널사이의

팽창과 수축을 고려하여 패널과 패널사이에는 infill 패널을 부착하여 온도변화와 움직임에 따른 roofing system의 fail에 대비하였습니다.

DM Stamp

PV-1 STANDARD PHOTOVOLTAIC PANEL

MTL-411

ALUMINUM PV FRAMING

CONTINUOUS CURVED RAIL FOR

MECHANICAL CLEANING SYSTEM

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

PV-1 STANDARD PHOTOVOLTAIC PANEL

MTL-322

METAL CATWALK SUPPORT FRAME

MTL-320

METAL FLOOR PANEL

PLA-202

CURVED NON-SLIP WALKING SURFACE

FLUSH MOUNTED LIGHTNING STRIKE PAD

REFER TO MEP DRAWINGS

TELESCOPIC MAINTENANCE LIGHTING

HINGED COVER PLATE

REFER TO MEP DRAWINGS

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

MTL-411

ALUMINUM PV FRAMING

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

MTL-321

METAL WALL PANEL

PLA-202

CURVED NON-SLIP

WALKING SURFACE

MTL-320

METAL FLOOR PANEL

LIGHTNING STRIKE PLATE

REFER TO MEP DRAWINGS

TELESCOPIC MAINTENANCE

LIGHTING MOUNTED TO

OUTSIDE FACE OF CATWALK

EXTENDS UPWARDS THROUGH

ACCESS PANEL

Copyright by Bureau Expo Dubai 2020 (EX20). All rights reserved. This

document may not, in whole or in part, be reproduced, stored, transmitted or

distributed in any form or by any means, whether electronic, mechanical, by

photocopy, recording or otherwise, without the prior written permission of

EX20. Except where otherwise expressly agreed in writing by EX20, EX20

shall have no responsibility or liability for any loss (direct, consequential or

otherwise) which may arise from reliance on or use of this document or the

information contained therein.

DO NOT SCALE THIS DRAWING.

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

4

600508

3

600508

4

600508

3

600505

1,050

7

600508

N

MTL-321

METAL WALL PANEL

MTL-320

METAL FLOOR PANEL

PLA-202

CURVED NON-SLIP WALKING SURFACE

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

6

600508

MTL-412

ALUMINUM PV INFILL PANELS

PV-1 STANDARD PHOTOVOLTAIC PANEL

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

PV-1 STANDARD PHOTOVOLTAIC PANEL

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

No

Description

SAFETY, HEALTH AND ENVIRONMENT INFORMATION

Brief details on the identified hazard symbol referencing the unusual residual

hazards / risks are listed above.

MTL-211

AESS CATEGORY 4, APPLIED HIGH

PERFORMANCE FINISH

MTL-211

AESS CATEGORY 4, APPLIED HIGH

PERFORMANCE FINISH

MTL-211

AESS CATEGORY 4, APPLIED HIGH

PERFORMANCE FINISH

MTL-317

STAINLESS STEEL WIRE MESH

TYP PV AXON DETAIL

TYP PV PLAN DETAIL

TYP PV SECTION DETAIL

1 50% DD MR WS 06/29/17

0 03 CANOPY TENDER ISSUE MR WS 06/12/17

Rev Description Apvr Chk'd Date

PV-1 STANDARD PHOTOVOLTAIC PANEL

MTL-411

ALUMINUM PV FRAMING

MTL-321

METAL WALL PANEL

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

PV-1 STANDARD PHOTOVOLTAIC PANEL

PLA-202

CURVED NON-SLIP WALKING SURFACE

MTL-320

METAL FLOOR PANEL

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

PV-1 STANDARD PHOTOVOLTAIC PANEL

MTL-321

METAL WALL PANEL

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

MTL-411

ALUMINUM PV FRAMING

PV-1 STANDARD PHOTOVOLTAIC PANEL

4

600508

Client

Development Manager

Project Manager

EXPO 2020 Lehbab Road,

DWC South

Dubai - United Arab Emirates

T: +971 4 555 2020

Emaar Properties PJSC

P.O. Box 9440, Dubai, UAE

T: +971 4 3673333

F: +971 4 3673000

enquiry@emaar.ae

Turner International Middle East, Ltd.

Turner Construction - International LLC

P.O. Box 13036 - Dubai, UAE

P: +971 4 337 0990

F: +971 4 334 8216

tci.dxb@tcco.com

Local Consultant

Floor 2, Hassanicor Building, Al Barsha First

P.O. Box 454801, Dubai, UAE

T: +971 4 399 4788

F: +971 4 399 4780

rpedubai@emirates.net.ae

4

3

Design Architect

600508

600508

637 West 27th Street

New York, New York 10001

T: +01 212.693.3600

6

600505

1,050

1,560

3,540

Parcel IDE / Community

5219784 / Madinat Al Mataar

MTL-320

METAL FLOOR PANEL

PLA-202

CURVED NON-SLIP WALKING SURFACE

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-317

STAINLESS STEEL WIRE MESH

MTL-315

STAINLESS STEEL TENSION RODS

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

LINEAR CATWALK BELOW

MTL-412

ALUMINUM PV INFILL PANELS

PV-1 STANDARD PHOTOVOLTAIC PANEL

PLA-202

CURVED NON-SLIP WALKING SURFACE

MTL-320

METAL FLOOR PANEL

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-211

AESS CATEGORY 4, APPLIED HIGH

PERFORMANCE FINISH

Project Title

EXPO2020 SUSTAINABILITY PAVILION

Project Adress

Drawing Title

EVENT

C144200

00

6

CANOPY ROOF DETAILS

MTL-211

AESS CATEGORY 4, APPLIED HIGH

PERFORMANCE FINISH

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

Approved

Seal Date

06/12/17

OPERABLE PV AXON DETAIL

OPERABLE PV PLAN DETAIL

OPERABLE PV LONGITUDINAL SECTION DETAIL

Designed Drawn Checked

GA KD WS

Model File Ref:

Scale A1 (594x841) Revision No

92001-MDL-C144200-AR-000002

1 : 50 1

Drawing No

92001-DWG-C144200-AR-600505

92001-MDL-C144200-AR-000002


light funnel

캐노피의 형태상의 특징으로 인해서 캐노피 하부의 court yard는 주변에 비해 어두워질수 밖에 없습니다. 이영역에 최소한의

조도를 확보하기 위해 light funnel 을 이용해서 확산광을 유입하도록 하였습니다.

Light Funnel

AMBIENT LIGHT

As a way to achieve appropriate ambient light level in

the courtyard, the light funnel, as an extension of the PV

panels, holds light reflectors/refractors in order to scatter

or redirect sunlight down below to both

the courtyard and reservoir.

SUMMER

WINTER

LIGHT REFLECTORS

18 EXPO 2020 DUBAI | SUSTAINABILITY PAVILION


1

NTS

1

3

NTS

1 : 50

2

.

.

.

.

.

.

2

4

NTS

1 : 50

2

3

1 : 100

1 : 100

32

31

30

29

28

27

26

25

24

33

23

34

36

15°

15°

1

22 21

20

16

4

15

6

7

8

9

10

11

12

13

14

Q

Q

DM Stamp

35 2 3 5

REFLECTOR GLAZING

VERTICAL SUPPORTS ALIGNED

TO MAIN CANOPY TRUSS

PLA-201

SILICONE ACCORDION EXPANSION

JOINT

Copyright by Bureau Expo Dubai 2020 (EX20). All rights reserved. This

document may not, in whole or in part, be reproduced, stored, transmitted or

distributed in any form or by any means, whether electronic, mechanical, by

photocopy, recording or otherwise, without the prior written permission of

EX20. Except where otherwise expressly agreed in writing by EX20, EX20

shall have no responsibility or liability for any loss (direct, consequential or

otherwise) which may arise from reliance on or use of this document or the

information contained therein.

DO NOT SCALE THIS DRAWING.

GLS-120

TEMPERED GLASS, DOUBLE LAYERED,

FRIT PATTERN

MTL-411

ALUMINUM PV FRAMING

N

REFLECTOR STRUCTURE

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-212

AESS CATEGORY 1, APPLIED

HIGH

PERFORMANCE FINISH

19 18 17

No

Description

SAFETY, HEALTH AND ENVIRONMENT INFORMATION

Brief details on the identified hazard symbol referencing the unusual residual

hazards / risks are listed above.

MTL-413

ALUMINUM GRATING

3

600502

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

CANOPY REFLECTOR RING BEAM SETOUT PLAN

2

600502

1 50% DD MR WS 06/29/17

0 03 CANOPY TENDER ISSUE MR WS 06/12/17

Rev Description Apvr Chk'd Date

Client

LINEAR SPANS BTW.

CIRCULAR RING BEAMS

OFFSET FROM RING BEAMS

SEE TYP. DETAIL

EXPO 2020 Lehbab Road,

DWC South

Dubai - United Arab Emirates

T: +971 4 555 2020

CANOPY STRUCUTURE

PLA-202

CURVED NON-SLIP WALKING SURFACE

MTL-320

METAL FLOOR PANEL

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

CIRCULAR RING BEAMS

16,286

Development Manager

Project Manager

Emaar Properties PJSC

P.O. Box 9440, Dubai, UAE

T: +971 4 3673333

F: +971 4 3673000

enquiry@emaar.ae

Turner International Middle East, Ltd.

Turner Construction - International LLC

P.O. Box 13036 - Dubai, UAE

P: +971 4 337 0990

F: +971 4 334 8216

tci.dxb@tcco.com

PV-1 STANDARD PHOTOVOLTAIC PANEL

MTL-321

METAL WALL PANEL

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-317

STAINLESS STEEL WIRE MESH

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

X 72,000

Y 92,950

Z 9,040

X 72,000

Y 93,770

Z 7,310

X 72,000

Y 94,350

Z 5,490

X 72,000

Y 94,680

Z 3,630

X 72,000

Y 94,750

Z 1,740

X 72,000

Y 94,530

Z -130

11° 12° 13° 14°

14,719

13,498

12,507

12,159

12,079

X 72,000

Y 108,950

Z 12,100

X 72,000

Y 108,170

Z 10,340

X 72,000

Y 107,500

Z 8,540

X 72,000

Y 106,940

Z 6,690

X 72,000

Y 106,510

Z 4,810

X 72,000

Y 106,220

Z 2,920

Local Consultant

Floor 2, Hassanicor Building, Al Barsha First

P.O. Box 454801, Dubai, UAE

T: +971 4 399 4788

F: +971 4 399 4780

rpedubai@emirates.net.ae

Design Architect

637 West 27th Street

New York, New York 10001

T: +01 212.693.3600

Parcel IDE / Community

5219784 / Madinat Al Mataar

Project Title

EXPO2020 SUSTAINABILITY PAVILION

Project Adress

Drawing Title

STRUCTURE BELOW THIS

DATUM TO BE FIRE PROOFED

MTL-211

AESS CATEGORY 4, APPLIED HIGH

PERFORMANCE FINISH

MTL-213

CAST STEEL, APPLIED HIGH

PERFORMANCE FINISH

EVENT

C144200

00

6

CANOPY LIGHT REFLECTOR DETAIL

FFL

6,100

TOS

Approved

Seal Date

06/12/17

Designed Drawn Checked

GA KD WS

CANOPY LIGHT FUNNEL EXPLODED AXON

CANOPY REFLECTOR RING BEAM SETOUT SECTION

Model File Ref:

Scale A1 (594x841) Revision No

92001-MDL-C144200-AR-000002 As indicated 1

Drawing No

92001-DWG-C144200-AR-600502

92001-MDL-C144200-AR-000002

3,000 TYP.

MTL-403

ALUMINUM FASCIA

WATERTIGHT SEAL BTW. CATWALK

AND REFLECTOR PANEL

LOWEST CATWALK / GUTTER

TOP PANEL BRIDGES REFLECTOR SUPPORT

STRUCTURE AND ROOF PV SUPPORT STRUCTURE

1

600509

GLS-120

TEMPERED GLASS, DOUBLE LAYERED,

FRIT PATTERN

PLA-201

SILICONE ACCORDION EXPANSION

JOINT

MTL-411

ALUMINUM PV FRAMING

MTL-413

ALUMINUM GRATING

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-317

STAINLESS STEEL WIRE MESH

DM Stamp

Copyright by Bureau Expo Dubai 2020 (EX20). All rights reserved. This

document may not, in whole or in part, be reproduced, stored, transmitted or

distributed in any form or by any means, whether electronic, mechanical, by

photocopy, recording or otherwise, without the prior written permission of

EX20. Except where otherwise expressly agreed in writing by EX20, EX20

shall have no responsibility or liability for any loss (direct, consequential or

otherwise) which may arise from reliance on or use of this document or the

information contained therein.

2,400 TYP.

600506

DO NOT SCALE THIS DRAWING.

1,400 TYP

2,077 CLEAR 2,059 CLEAR

1,961 CLEAR

2,212

2,310

2,328

VARIES

VARIES

VARIES

1,000

TYP.

1,000

TYP.

1,000

TYP.

1,000

TYP.

1,000

TYP.

1,000

TYP.

2

600509

1,000

TYP.

1,000

TYP.

1,000

TYP.

1,000

TYP.

1,000

TYP.

No

Description

SAFETY, HEALTH AND ENVIRONMENT INFORMATION

Brief details on the identified hazard symbol referencing the unusual residual

hazards / risks are listed above.

N

LENGTH OF PANEL EDGE

ACCESS LADDER ZONE

SEE TAW REPORT FOR DETAILS

REFLECTOR GLASS PLAN

REFLECTOR GLASS SECTION DETAIL

PV-1 STANDARD PHOTOVOLTAIC PANEL

MTL-320

METAL FLOOR PANEL

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

1 50% DD MR WS 06/29/17

0 03 CANOPY TENDER ISSUE MR WS 06/12/17

Rev Description Apvr Chk'd Date

Client

EXPO 2020 Lehbab Road,

DWC South

Dubai - United Arab Emirates

T: +971 4 555 2020

MTL-413

ALUMINUM GRATING

CATWALK

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

VERTICLES FOR REFLECTOR SUPPORT

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

CONNECTOR PLATE

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

CONNECTOR PLATE

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

CURVED TUBE

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

SHOP WELDED LATERAL SUPPORT

Development Manager

Project Manager

Local Consultant

Design Architect

Emaar Properties PJSC

P.O. Box 9440, Dubai, UAE

T: +971 4 3673333

F: +971 4 3673000

enquiry@emaar.ae

Turner International Middle East, Ltd.

Turner Construction - International LLC

P.O. Box 13036 - Dubai, UAE

P: +971 4 337 0990

F: +971 4 334 8216

tci.dxb@tcco.com

Floor 2, Hassanicor Building, Al Barsha First

P.O. Box 454801, Dubai, UAE

T: +971 4 399 4788

F: +971 4 399 4780

rpedubai@emirates.net.ae

637 West 27th Street

New York, New York 10001

T: +01 212.693.3600

MTL-212

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

SHOP WELDED LAB

Parcel IDE / Community

5219784 / Madinat Al Mataar

Project Title

GLS-120

TEMPERED GLASS, DOUBLE LAYERED

FRIT PATTERN

EXPO2020 SUSTAINABILITY PAVILION

Project Adress

PLA-201

SILICONE ACCORDION EXPANSION

JOINT

Drawing Title

EVENT

C144200

00

6

CANOPY REFLECTOR GLASS DETAIL

CANOPY STRUCTURE

Approved

Seal Date

SERVICE CATWALK

06/12/17

REFLECTOR STRUCTURE

Designed Drawn Checked

GA KD WS

REFLECTOR GLASS AXON DETAIL

REFLECTOR GLAZING

REFLECTOR GLASS EXPLODED AXON DETAIL

Model File Ref:

Scale A1 (594x841) Revision No

92001-MDL-C144200-AR-000002 1 : 50 1

Drawing No

92001-DWG-C144200-AR-600506

92001-MDL-C144200-AR-000002


light funnel light intensity analysis

Light funnel이 전체적인 courtyard의 조도를 올리는데에 많은 도움이 되지만, 반대로 특정 고도에서

태양의 각도에 따라 오목렌즈의 효과로 인해 빛을 한 점에 집중시키는 효과를 가져오기도 합니다. 빛의 집중효과를 방지하기 위해 문제가 될 light funnel상의

패널을 시뮬레이션을 통해 파악하고 해당 패널들에 frit pattern을 입혀서 반사도를 감소시킵니다.

SPRING/FALL

SUMMER

WINTER


5

600509

5

600509

5

600509

5

600509

canopy fabrication

VERTICALS FOR REFLECTOR PANEL SUPPORT

SHOP WELDED LATERAL

CATWALK SUPPORTING ARMS CAPTURE

SUPPORT AND ADJUSTMENT

또한 캐노피의 베이스는 시각적인 VERTICALS 중량감과 FOR REFLECTOR PANEL 부드러운 SUPPORT 곡면을 얻기위해 같은 거푸집으로부터 생산되는 주철로 설계되었습니다.

FOR REFLECTOR PANEL IN

VERTICALS FOR REFLECTOR PANEL SUPPORT

ANGLE VARIES. REFER TO

AND OUT OF PLANE

OVERALL SECTIONS

SHOP WELDED LATERAL

CATWALK SUPPORTING ARMS CAPTURE

SUPPORT AND ADJUSTMENT

SHOP WELDED LATERAL

FOR REFLECTOR PANEL IN

SUPPORT ANGLE VARIES. AND ADJUSTMENT

REFER TO

AND OUT OF PLANE

FOR OVERALL REFLECTOR SECTIONS PANEL IN

VERTICALS FOR REFLECTOR PANEL SUPPORT

AND OUT OF PLANE

Canopy Structure Fabrication / Finish (AESS)

AND OUT OF PLANE

Canopy Structure Fabrication / Finish (AESS)

CANOPY FABRICATION AND FINISH

ANGLE VARIES. REFER TO

Canopy trusses will be segmented and fabricated in OVERALL a controlled

SECTIONS.

environment CANOPY FABRICATION to ensure the AND best FINISH quality and precision, and will

be Canopy assembled trusses on will site be using segmented mechanical and fabricated joints. The in majority a controlled of

1

steel environment works will to ensure meet AESS the best quality quality standard, precision, especially highest

1 : 5

and will

grade be assembled for the lower on site chords using of mechanical trusses, which joints. will The be majority exposed of

1

directly steel works to the will guests meet on AESS court quality yard standard, base building. especially highest

1 : 5

grade for the lower chords of trusses, which will be exposed

*All directly graphics to the are guests reference on court only. yard For and more base information, building. refer to

structural report/drawings.

*All graphics are reference only. For more information, refer to

VERTICALS FOR REFLECTOR PANEL SUPPORT

structural report/drawings.

캐노피는 외부로의 노출이 큰 곳은 최고품질의 AESS를, 노출이 비교적 적은 곳은 최소한의 AESS를받도록 설계되었습니다.

SHOP WELDED CONNECTOR PLATE

OVERSIZED HOLES TO ALLOW

THERMAL MOVEMENT

SHOP WELDED CONNECTOR PLATE

CURVED

OVERSIZED

TUBE

HOLES

SECTION

TO ALLOW

THERMAL MOVEMENT

ANGLE VARIES. REFER TO

SHOP WELDED LAB FOR

OVERALL SECTIONS.

REFLECTOR PANEL TO HANG

CURVED

ON DEAD

TUBE

LOAD

SECTION

SUPPORT

CANOPY REFLECTOR CONNECTION ELEVATION DETAIL

CANOPY REFLECTOR CONNECTION ELEVATION DETAIL

CATWALK SUPPORTING ARMS CAPTURE

VERTICALS FOR REFLECTOR PANEL SUPPORT

VERTICALS FOR REFLECTOR PANEL SUPPORT

CATWALK SUPPORTING ARMS CAPTURE

VERTICALS FOR REFLECTOR PANEL SUPPORT

SHOP WELDED CONNECTOR PLATE

LIGHTING (BY OTHERS)

SHOP WELDED CONNECTOR PLATE

ANGLE VARIES. REFER TO

OVERALL SECTIONS.

LIGHTING (BY OTHERS)

ANGLE VARIES. REFER TO

OVERALL SECTIONS.

1 CANOPY REFLECTOR CONNECTION ELEVATION DETAIL

1 : 5

SHOP WELDED LATERAL

SUPPORT AND ADJUSTMENT

FOR REFLECTOR PANEL IN

SHOP WELDED LAB FOR

REFLECTOR PANEL TO HANG

ON DEAD LOAD SUPPORT

SHOP WELDED LAB FOR

REFLECTOR PANEL TO HANG

ON DEAD LOAD SUPPORT

CURVED TUBE SECTION

SHOP WELDED LAB FOR

SHOP WELDED REFLECTOR CONNECTOR PANEL TO PLATE HANG

ON DEAD LOAD SUPPORT

VERTICALS FOR REFLECTOR CURVED PANEL TUBE SUPPORT SECTION

CATWALK SHOP SUPPORTING WELDED CONNECTOR ARMS CAPTURE PLATE

VERTICALS FOR REFLECTOR PANEL SUPPORT

VERTICALS FOR REFLECTOR PANEL SUPPORT

CATWALK SUPPORTING ARMS CAPTURE

VERTICALS FOR REFLECTOR PANEL SUPPORT

2 CANOPY REFLECTOR CONNECTION DETAIL

1 : 5

2 CANOPY REFLECTOR CONNECTION DETAIL

1 : 5

LOW PROFILE SOCKET CAP BOLT

WELDED STEEL PLATE

LOW PROFILE SOCKET CAP BOLT

GREY : AESS 1

NUT WELDED TO STEEL PLATE

TRUSS SECTION TO BE FASTENED

GREY : AESS 1

NUT WELDED TO STEEL PLATE

TRUSS SECTION TO BE FASTENED

SHOP WELDED STEEL LATERAL PLATE

SUPPORT AND ADJUSTMENT

FOR REFLECTOR PANEL IN

ANGLE VARIES. REFER TO

AND OUT OF PLANE

OVERALL SECTIONS

SHOP WELDED LATERAL

SUPPORT AND ADJUSTMENT

SHOP WELDED LATERAL

FOR REFLECTOR PANEL IN

SUPPORT ANGLE VARIES. AND ADJUSTMENT

REFER TO

AND OUT OF PLANE

FOR OVERALL REFLECTOR SECTIONS PANEL IN

AND OUT OF PLANE

SHOP WELDED LATERAL

SUPPORT AND ADJUSTMENT

FOR REFLECTOR PANEL IN

AND OUT OF PLANE

SHOP WELDED LAB FOR

BLUE : AESS 4

REFLECTOR 4 TYPICAL PANEL TRUSS TO MECHANICAL HANG JOINT DETAIL

ON

OVERSIZED HOLES TO ALLOW

1 : 10DEAD LOAD SUPPORT

THERMAL MOVEMENT

CURVED TUBE SECTION

SHOP WELDED LAB FOR

BLUE : AESS 4

SHOP WELDED REFLECTOR TYPICAL CONNECTOR PANEL TRUSS TO PLATE MECHANICAL HANG

4

JOINT DETAIL

CURVED TUBE SECTION

ON 1 : 10DEAD LOAD SUPPORT

OVERSIZED HOLES TO ALLOW

THERMAL MOVEMENT

VERTICALS FOR REFLECTOR PANEL SUPPORT

SHOP WELDED LAB FOR

CURVED TUBE SECTION

REFLECTOR PANEL TO HANG

MECHANICAL JOINT

ON DEAD LOAD SUPPORT

CATWALK SHOP SUPPORTING WELDED CONNECTOR ARMS CAPTURE PLATE

CURVED TUBE SECTION

VERTICALS FOR REFLECTOR PANEL SUPPORT

NUT WELDED TO STEEL PLATE

VERTICALS FOR REFLECTOR PANEL SUPPORT

SHOP WELDED LAB FOR

REFLECTOR PANEL TO HANG

MECHANICAL JOINT

WASHER

15 mm THICK STEEL ANGLE ON DEAD LOAD SUPPORT

CATWALK SUPPORTING ARMS CAPTURE

VERTICALS FOR REFLECTOR PANEL SUPPORT

NUT WELDED TO STEEL PLATE

REMOVABLE FASTENER TO ALLOW ACCESSIBILITY

WELEDED STEEL PLATE

WASHER

LOW PROFILE SOCKET CAP BOLT

10 15 MM mm THICK CONTINUOUS STEEL ANGLE STEEL ANGLE

2 CANOPY REFLECTOR C L CONNECTION DETAIL

TRUSS SECTION TO BE FASTENED

1 : 5

WIRE REMOVABLE MESH FASTENER TO ALLOW ACCESSIBILITY

WELEDED STEEL PLATE

1

CANOPY REFLECTOR CONNECTION ELEVATION DETAIL

1 : 5

10 MM THICK CONTINUOUS STEEL ANGLE

WIRE MESH

2

CANOPY REFLECTOR C L CONNECTION DETAIL

1 : 5

LOW PROFILE SOCKET CAP BOLT

TRUSS SECTION TO BE FASTENED

100

BOTTOM CHORD

LOW PROFILE SOCKET CAP BOLT

NUT WELDED TO STEEL PLATE

TRUSS SECTION TO BE FASTENED

100

WELDED STEEL PLATE

3

CANOPY MESH DETAIL - BUILT-UP SECTION

BOTTOM CHORD

LOW PROFILE SOCKET CAP BOLT

WELDED STEEL 5 PLATE TYPICAL MECHANICAL FASTENER DETAIL

NUT WELDED TO STEEL PLATE

TRUSS SECTION TO BE FASTENED

1 : 5

1 : 3

3

CANOPY MESH DETAIL - BUILT-UP SECTION

5

TYPICAL MECHANICAL FASTENER DETAIL

1 : 5

1 : 3

C:\temp\92001-MDL-C144200-AR-000002_wsung.rvt

CASTED BASE PIN CONNECTION

Canopy Base

Canopy Base

C:\temp\92001-MDL-C144200-AR-000002_wsung.rvt

CASTED CANOPY BASE

The canopy base pin is one of the most visible elements in

the CASTED entire CANOPY canopy structure. BASE To provide visual elegance and

coherence, The canopy and base to pin ensure is one enough of the most structural visible strength elements as in well as

economy the entire of canopy repetition, structure. it will To be provide cast from visual a single elegance mold. and Rain

water coherence, down and pipes to and ensure electrical enough conduits structural will strength find their as way well as

3

down economy to finish of repetition, build-up it around will be it. cast CANOPY from a MESH single DETAIL mold. - BUILT-UP Rain SECTION

1 : 5

water down pipes and electrical conduits will find their way

*All down graphics to finish are build-up reference around only. it. For

3 CANOPY more MESH information, DETAIL - BUILT-UP refer SECTION to

1 : 5

structural/MEP reports/drawings.

C:\temp\92001-MDL-C144200-AR-000002_wsung.rvt

*All graphics are reference only. For more information, refer to

structural/MEP reports/drawings.

C:\temp\92001-MDL-C144200-AR-000002_wsung.rvt

CASTED BASE PIN CONNECTION

LIGHTING (BY OTHERS)

LIGHTING (BY OTHERS)

15 mm THICK STEEL ANGLE

REMOVABLE FASTENER TO ALLOW ACCESSIBILITY

10 15 MM mm THICK CONTINUOUS STEEL ANGLE STEEL ANGLE

WIRE REMOVABLE MESH FASTENER TO ALLOW ACCESSIBILITY

10 MM THICK CONTINUOUS STEEL ANGLE

WIRE MESH

100

BOTTOM CHORD

100

BOTTOM CHORD

4 TYPICAL TRUSS MECHANICAL JOINT 03 CANOPY DETAIL PACKAGE | PRELIMINARY TENDER REPORT

1 : 10

4 TYPICAL TRUSS MECHANICAL JOINT 03 CANOPY DETAIL PACKAGE | PRELIMINARY TENDER REPORT

1 : 10

NUT WELDED TO STEEL PLATE

WASHER

NUT WELDED TO STEEL PLATE

WELEDED STEEL PLATE

WASHER

LOW PROFILE SOCKET CAP BOLT

C L

TRUSS SECTION TO BE FASTENED

WELEDED STEEL PLATE

LOW PROFILE SOCKET CAP BOLT

C L

TRUSS SECTION TO BE FASTENED

5 TYPICAL MECHANICAL FASTENER DETAIL

1 : 3

5 TYPICAL MECHANICAL FASTENER DETAIL

1 : 3

CURVED FLANGE

(CAST STEEL)

CONNECTING PLATES

CURVED FLANGE

(STAINLESS STEEL)

(CAST STEEL)

BUILT UP SECTION

WELDED TO THE BASE

IN A FACTORY

BUILT UP SECTION

WELDED TO THE BASE

IN A FACTORY

9

9

CONNECTING PLATES

(STAINLESS STEEL)

CASTED BASE

CASTED BASE

TOP CHORD

HIGH STRENGTH BOLT

CONNECTING PLATES

(STAINLESS STEEL)

TOP CHORD

BOTTOM CHORD

HIGH STRENGTH BOLT

CONNECTING PLATES

(STAINLESS CURVED FLANGE STEEL)

(CAST STEEL)

CURVED FLANGE

(CAST STEEL)

CURVED FLANGE

(CAST STEEL)

CURVED FLANGE

(CAST STEEL)

BOTTOM CHORD

COVER PLATE

(STAINLESS STEEL)

COVER PLATE

(STAINLESS STEEL)

COVER PLATE

(CAST STEEL)

COVER PLATE

(CAST STEEL)

COVER PLATE

(CAST STEEL)

COVER PLATE

(CAST STEEL)

FINISH FLOOR

LEVEL

FINISH FLOOR

LEVEL

BASE FINISH PLATE FLOOR

(CAST LEVELSTEEL)

FINISH BASE FLOOR PLATE

LEVEL (CAST STEEL)

BASE PLATE

(CAST STEEL)

BASE PLATE

(CAST STEEL)

DRAIN PIPE

DRAIN PIPE

ELECTRIC CONDUITS

TOP OF STRUCTURE

TOP OF STRUCTURE

ELECTRIC CONDUITS

TOP OF STRUCTURE

TOP OF STRUCTURE

10 EXPO 2020 DUBAI | SUSTAINABILITY PAVILION

10 EXPO 2020 DUBAI | SUSTAINABILITY PAVILION


4

600508

4

600508

Q

Q

Q

Q

1,100TYP

1,100TYP

3,000 TYP.

3,000 TYP.

louver & wire mesh scrim

차양으로서의 효과를 극대화 하고 동시에 캐노피의 끝단을 날카롭게 표현하기 위해 경량 알류미늄으로 제작된

DM Stamp

루버가 설치되게 디자인 되었습니다. 또한 fall/debris protection및 복잡한 트러스 구조가 노출되는 것을 masking 하고 직사광을 확산광으로 바꾸기 위해서

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

wire mesh scrim 이 설계에 포함되었습니다.

MTL-212

Louver

MTL-212

Louver

AESS CATEGORY 1, APPLIED HIGH

PV-2 PERFORMANCE GLASS LAMINATED FINISH

PHOTOVOLTAIC PANEL

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

1,050

1,050

5

600504

Copyright by Bureau Expo Dubai 2020 (EX20). All rights reserved. This

document may not, in whole or in part, be reproduced, stored, transmitted or

distributed in any form or by any means, whether electronic, mechanical, by

photocopy, recording or otherwise, without the prior written permission of

5

EX20. Except where otherwise expressly agreed in writing by EX20, EX20

shall have no responsibility or liability for any loss (direct, consequential or

600504

otherwise) which may arise from reliance on or use of this document or the

Copyright by Bureau Expo Dubai 2020 (EX20). All rights reserved. This

information contained therein.

document may not, in whole or in part, be reproduced, stored, transmitted or

distributed in any form or by any means, whether electronic, mechanical, by

DO NOT SCALE THIS DRAWING.

photocopy, recording or otherwise, without the prior written permission of

EX20. Except where otherwise expressly agreed in writing by EX20, EX20

shall have no responsibility or liability for any loss (direct, consequential or

otherwise) which may arise from reliance on or use of this document or the

information contained therein.

DM Stamp

DO NOT SCALE THIS DRAWING.

2,500

EXTENDING SHADE

Shading is one of the most important functions of the main

EXTENDING canopy, and it is SHADE essential to maximize its footage within the

Shading given design is one parameters. of the most Lightweight important functions louvers, which of the support main

canopy, perimeter and photovoltaic it is essential panels, to maximize extend its the footage boundary within of the the

given canopy design without parameters. exerting excessive Lightweight additional louvers, dead which load support to the

perimeter tip of the canopy. photovoltaic panels, extend the boundary of the

canopy without exerting excessive additional dead 3 load to the

600508

tip of the canopy.

2,500

3

MTL-320

600508

METAL FLOOR PANEL

1,050

1,050

1,050

1,050

No

Description

SAFETY, HEALTH AND ENVIRONMENT INFORMATION

Brief details on the identified hazard symbol referencing the unusual residual

hazards / risks are listed above.

No

Description

N

N

PLA-202

CURVED NON-SLIP WALKING SURFACE

MTL-320

GLS-120

METAL

TEMPERED

FLOOR

GLASS,

PANEL

DOUBLE LAYERED,

FRIT PATTERN

PLA-202 MTL-321

CURVED METAL WALL NON-SLIP PANEL WALKING SURFACE

GLS-120

TEMPERED MTL-412 GLASS, DOUBLE LAYERED,

FRIT ALUMINUM PATTERN PV INFILL PANELS

MTL-321

LEVEL (REFLECTED CELILING PLAN)

METAL PERIMETER WALL PANEL

3

PV PLAN DETAIL AT PV LEVEL

MTL-4121 : 50

ALUMINUM PV INFILL PANELS

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

LEVEL (REFLECTED CELILING PLAN)

3 PERIMETER PV PLAN DETAIL AT PV LEVEL

PV-1 STANDARD PHOTOVOLTAIC PANEL

1 : 50

GLS-120

TEMPERED GLASS, DOUBLE LAYERED,

PV-2

FRIT

GLASS

PATTERN

LAMINATED

PHOTOVOLTAIC PANEL

MTL-411

PV-1

ALUMINUM

STANDARD

PV FRAMING

PHOTOVOLTAIC PANEL

GLS-120

TEMPERED MTL-321 GLASS, DOUBLE LAYERED,

FRIT METAL PATTERN WALL PANEL

MTL-411

ALUMINUM PV FRAMING

MTL-320

MTL-321

METAL FLOOR PANEL

METAL WALL PANEL

MTL-321

METAL WALL PANEL

ACE

MTL-212

AESS CATEGORY 1, APPLIED HIGH Angle varies. Refer to overall

PERFORMANCE FINISH sections.

MTL-321 MTL-212

METAL AESS CATEGORY WALL PANEL 1, APPLIED HIGH

CE

MTL-212

PERFORMANCE FINISH

AESS MTL-211 CATEGORY 1, APPLIED HIGH Shop

Angle

welded

varies.

lateral

Refer

support

to overall

PERFORMANCE AESS CATEGORY FINISH 4, APPLIED HIGH

PERFORMANCE FINISH and

sections.

adjustment for reflector

MTL-212

AESS

MTL-212

CATEGORY 1, APPLIED HIGH panel in and out of plane

PERFORMANCE

AESS CATEGORY

FINISH

1, APPLIED HIGH

PERFORMANCE FINISH

MTL-211

MTL-212

Shop welded lateral support

AESS CATEGORY 4, APPLIED HIGH

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH and adjustment for reflector

PERFORMANCE FINISH

MTL-212

panel in and out of plane

AESS CATEGORY 1, APPLIED HIGH

5 TYPICAL PERFORMANCE CANOPY FINISH LOUVER SECTION DETAIL

MTL-212 1 : 50

AESS CATEGORY 1, APPLIED HIGH

PERFORMANCE FINISH

Oversized holes to allow

5 TYPICAL CANOPY LOUVER thermal SECTION movement DETAIL

1 : 50

Oversized holes to allow

Curved tube section

thermal movement

Shop welded lab for reflector

Wire Mesh

panel to hang on dead loadScrim

support Curved tube section

Shop welded lab for reflector

Wire Mesh

panel to hang on dead loadScrim

support

PLA-202

CURVED NON-SLIP WALKING SURFACE

MTL-320

METAL FLOOR PANEL

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

VAR

2,500 PLA-202

CURVED NON-SLIP WALKING SURFACE

PV-2 GLASS LAMINATED

PHOTOVOLTAIC PANEL

VAR

2,500

SAFETY, HEALTH AND ENVIRONMENT INFORMATION

Brief details on the identified hazard symbol referencing the unusual residual

hazards / risks are listed above.

0 03 CANOPY PRE TENDER MR MR 05/26/17

Rev Description Apvr Chk'd Date

Client

EXPO 2020 Lehbab Road,

DWC South

0 03 CANOPY PRE TENDER Dubai - United MRArab Emirates MR 05/26/17

Rev Description T: +971 4 555 Apvr 2020 Chk'd Date

Client

Development Manager

EXPO 2020 Lehbab Road,

DWC

Emaar

South

Properties PJSC

Dubai

P.O. Box

- United

9440,

Arab

Dubai,

Emirates

UAE

T:

T:

+971

+971

4

4

555

3673333

2020

F: +971 4 3673000

enquiry@emaar.ae

Development Manager

Project Manager

Emaar Properties PJSC

P.O. Turner Box International 9440, Dubai, Middle UAE East, Ltd.

T: Turner +971 4 Construction 3673333 - International LLC

F: P.O. +971 Box 4 3673000 13036 - Dubai, UAE

enquiry@emaar.ae

P: +971 4 337 0990

F: +971 4 334 8216

tci.dxb@tcco.com

Project Manager

Turner International Middle East, Ltd.

Local Consultant

Turner Construction - International LLC

P.O. Floor Box 2, Hassanicor 13036 - Dubai, Building, UAE Al Barsha First

P: P.O. +971 Box 4 337 454801, 0990Dubai, UAE

F: T: +971 44334 3998216

4788

tci.dxb@tcco.com

F: +971 4 399 4780

rpedubai@emirates.net.ae

Local Consultant

Design Architect

Floor 2, Hassanicor Building, Al Barsha First

P.O. Box 454801, Dubai, UAE

T: +971 4 399 4788

F: 637 +971 West 4 399 27th 4780 Street

rpedubai@emirates.net.ae

New York, New York 10001

T: +01 212.693.3600

Design Architect

637 West 27th Street

New York, New York 10001

T: +01 212.693.3600

Parcel IDE / Community

5219784 / Madinat Al Mataar

Project Title

EXPO2020 SUSTAINABILITY PAVILION

Parcel IDE / Community

EVENT

CANOPY C144200 ATTACHMENT DETAILS

CANOPY ATTACHMENT DETAILS

Approved

Seal Date

Approver

05/26/17

Designed Drawn Checked

GA Approved

KD WS Seal Date

Model Approver File Ref:

Scale A1 (594x841) 05/26/17

Revision No

Designed Drawn 1 : 5 Checked 0

Drawing GA No

KD WS

92001-DWG-C144200-AR-

Model File Ref:

Scale A1 (594x841) 600509

Revision No

1 : 5 0

Drawing No

92001-DWG-C144200-AR-600509

Project 5219784 Adress / Madinat Al Mataar

Project

Drawing

Title

Title

EXPO2020 EVENT SUSTAINABILITY PAVILION

Shop welded lateral support

Project Adress

and adjustment C144200 for reflector

Drawing Title

panel in and out 00 of plane

EVENT 6

Shop welded lateral C144200 CANOPY support ROOF DETAILS

and adjustment for reflector

00

panel in and out of plane

6

CANOPY ROOF DETAILS

Approved

Seal Date

06/12/17

Designed Drawn Checked

GA KD WS

Shope welded lab Approved for reflector

Seal Date

Model File Ref:

Scale A1 (594x841) Revision No

panel to hang on dead load

92001-MDL-C144200-AR-000002 1 : 50

06/12/17

support

0

Designed Drawn Checked

Drawing No

GA KD WS

Shope welded Curved lab 92001-DWG-C144200-AR-

for tube reflector section

Model File Ref:

Scale A1 (594x841)

600504

Revision No

panel to hang on 92001-MDL-C144200-AR-000002

dead load

1 : 50

support Shop welded connector plate

0

Drawing No

Curved tube section

Verticals for reflector 92001-DWG-C144200-AR-

panel support

600504

Shop welded connector plate

Catwalk supporting arms capture

verticals for reflector panel support

Verticals for reflector panel support

Catwalk supporting arms capture

verticals for reflector panel support

DM Stamp

DM Stamp

Copyright by Bureau Expo Dubai 2020 (EX20). All rights reserved. This

document may not, in whole or in part, be reproduced, stored, transmitted or

distributed in any form or by any means, whether electronic, mechanical, by

photocopy, recording or otherwise, without the prior written permission of

EX20. Except where otherwise expressly agreed in writing by EX20, EX20

shall have no responsibility or liability for any loss (direct, consequential or

otherwise) Copyright by which Bureau may Expo arise Dubai from reliance 2020 (EX20). on or All use rights of this reserved. document Thisor the

information document may contained not, whole therein. or in part, be reproduced, stored, transmitted or

distributed in any form or by any means, whether electronic, mechanical, by

DO photocopy, NOT SCALE recording THIS DRAWING. or otherwise, without the prior written permission of

EX20. Except where otherwise expressly agreed in writing by EX20, EX20

shall have no responsibility or liability for any loss (direct, consequential or

otherwise) which may arise from reliance on or use of this document or the

information contained therein.

DO NOT SCALE THIS DRAWING.

No

Description

SAFETY, HEALTH AND ENVIRONMENT INFORMATION

Brief details on the identified hazard symbol referencing the unusual residual

hazards / risks are listed above.

No

Description

SAFETY, HEALTH AND ENVIRONMENT INFORMATION

Brief details on the identified hazard symbol referencing the unusual residual

hazards / risks are listed above.

N

03 CANOPY PACKAGE | PRELIMINARY TENDER REPORT

N

03 CANOPY PACKAGE | PRELIMINARY TENDER REPORT

21

21

3

3

WIRE MESH SCRIM

2

Spanning between structural ribs of the main canopy, 1 : 5the wire

mesh WIRE screen MESH intends SCRIMto achieve:

• Spanning Tigris Debris between protection. structural ribs of the main canopy, the wire

• mesh Scatters/diffuses direct sunlight.

Product screen Specifications intends to achieve:

System Components

• Flexible, Tigris Debris Provides one direction protection. visual envelop to emphasize Eye the hooksbeauty of the

Flat & angle

• Material Scatters/diffuses overall geometry AISI Type of direct 316 the SS canopy. sunlight. Flats with flat eye

Product Specifications

System Components

Open Area 64%

Flats with clevis

• Flexible,

Weight Provides one direction visual 1.33 envelop lbs/sqft to emphasize Eye

Frame the hooksbeauty of the

Flat & angle

Max.

overall

width

geometry

26'

of the canopy.

Outrigger tension system

Material

AISI Type 316 SS

Flats with flat eye

Lighting (by others)

Open Area 64%

Weight

1.33 lbs/sqft

Max. width 26'

Lighting (by others)

North American

Headquarters

GKD-USA Inc

825 North Chesapeake AmericanDrive

Cambridge Headquarters MD 21613

T 800-453-8616

StealthLok

GKD-USA Inc

Flats with clevis

T 410-221-0542

StealthLok Sprung

825 Chesapeake Drive

Frame

F 410-221-0544

U-binding frame

Cambridge MD 21613

Outrigger tension system

sales@gkdusa.com

WIB - hooks and springs

T 800-453-8616

StealthLok

gkdmetalfabrics.com

WIB - eyebolts top and bottom T 410-221-0542

StealthLok Sprung

WIB - hooks and eyebolts

F 410-221-0544

U-binding frame

sales@gkdusa.com

WIB - hooks and springs

Applications

gkdmetalfabrics.com

WIB - eyebolts top and bottom

Parking Facades

WIB - hooks and eyebolts

Please refer to

Facades

page 2 for Solar

Safety and Security

Control Data

Applications

Partitions

Parking Facades

15 mm thick Steel Angle

Please refer to

Facades

page 2 for Solar

Removable Safety and Security fastener to allow accessibility

Control Data

Partitions 10 mm thick Continuous Steel Angle

15 mm thick Steel Wire Mesh Angle

Removable fastener to allow accessibility

10 mm thick Continuous Steel Angle

Wire Mesh

100

Bottom Chord

100

Bottom Chord

CANOPY MESH DETAIL - BUILT-UP SECTION

1 : 5

CANOPY MESH DETAIL - BUILT-UP SECTION

1 : 5

2 CANOPY REFLECTOR CONNECTION DETAIL

1 : 5

CANOPY REFLECTOR CONNECTION DETAIL

0 PRELIMINARY TENDER PACKAGE WS MR 05/25/17

Rev Description Apvr Chk'd Date

Client

EXPO 2020 Lehbab Road,

0 PRELIMINARY TENDER PACKAGEDWC South WS MR 05/25/17

Dubai - United Arab Emirates

Rev Description Apvr Chk'd Date

T: +971 4 555 2020

Client

Development Manager

EXPO 2020 Lehbab Road,

Emaar

DWC South

Properties PJSC

P.O.

Dubai

Box

- United

9440,

Arab

Dubai,

Emirates

UAE

T:

T:

+971

+971 4 555

3673333

2020

F: +971 4 3673000

enquiry@emaar.ae

Development Manager

Emaar Properties PJSC

Project Manager

P.O. Box 9440, Dubai, UAE

Turner T: +971 International 4 3673333 Middle East, Ltd.

Turner F: +971 Construction 4 3673000 - International LLC

P.O. enquiry@emaar.ae

Box 13036 - Dubai, UAE

P: +971 4 337 0990

F: +971 4 334 8216

Project Manager

tci.dxb@tcco.com

Turner International Middle East, Ltd.

Turner Construction - International LLC

Local Consultant

P.O. Box 13036 - Dubai, UAE

Floor P: +971 2, Hassanicor 4 337 0990 Building, Al Barsha First

P.O. F: +971 Box 4454801, 334 8216Dubai, UAE

T: tci.dxb@tcco.com

+971 4 399 4788

F: +971 4 399 4780

rpedubai@emirates.net.ae

Local Consultant

Floor 2, Hassanicor Building, Al Barsha First

Design Architect

P.O. Box 454801, Dubai, UAE

T: +971 4 399 4788

637

F: +971

West

4

27th

399 4780

Street

New

rpedubai@emirates.net.ae

York, New York 10001

T: +01 212.693.3600

Design Architect

637 West 27th Street

New York, New York 10001

T: +01 212.693.3600

Parcel IDE / Community

5219784 / Madinat Al Mataar

Project Title

Parcel IDE / Community

EXPO2020 SUSTAINABILITY PAVILION

5219784 / Madinat Al Mataar

Project Adress

Drawing Project Title Title

EXPO2020 SUSTAINABILITY PAVILION

EVENT

Project Adress

C144200

Drawing Title

20 EXPO 2020 DUBAI | SUSTAINABILITY PAVILION

20 EXPO 2020 DUBAI | SUSTAINABILITY PAVILION


MEMBRANE OR FOLDED GUTTER DRAINING TO WALKWAY

MEMBRANE OR FOLDED GUTTER DRAINING TO WALKWAY

KOLCHAR X2 CLEANING ROBOT

KOLCHAR X2 CLEANING ROBOT

CABLENET STRUCTURE

CABLENET STRUCTURE

EXPO 2020 DUBAI | SUSTAINABILITY PAVILION

EXPO 2020 DUBAI SUSTAINABILITY PAVILION

SERVICE WALKWAY

SERVICE WALKWAY

• METAL GRATE WALKING SURFACE

METAL GRATE WALKING SURFACE

• INTERNAL GUTTER

INTERNAL GUTTER

• CONTAINS ELE

CONTAINS ELE

maintenance & pv cleaning

Dubai의 먼지가 많은 기후에서 태양전지및 구조물을 항상 깨끗하게 유지하는 것은 전력수급및 구조의 부식방지의

차원에서 무엇보다 중요한 일중 하나입니다. 지오메트리를 이용한 maintenance path를 제공함과 동시에 4일에 한번 행해지는 pv panel들의 청소를 위해

반자동 청소로봇을 시스템에 설치하게 됩니다.

Maintenance

OVERALL

OVERALL

MAINTENANCE

MAINTENANCE

STRATEGY

STRATEGY

Two major access points to the canopy: one from the south

• Two major access points to the canopy: one from the south

using retractable ladder and the other from the center of the

using retractable ladder and the other from the center of the

canopy using spiral catwalk.

canopy using spiral catwalk.

Concentric circular catwalk between PV panels and two

• Concentric circular catwalk between PV panels and two

continuous linear catwalks along the longitudinal axis of the

continuous linear catwalks along the longitudinal axis of the

canopy.

canopy.

WALKABLE PV ROOF MODULE

WALKABLE PV ROOF MODULE

RETRACTABLE LADDER

RETRACTABLE LADDER

SPIRAL CATWALK ENDING POINT

SPIRAL CATWALK ENDING POINT

SPIRAL CATWALK STARTING POINT

SPIRAL CATWALK STARTING POINT

PV Cleaning System

194 EXPO 2020 DUBAI SUSTAINABILITY PAVILION

194 EXPO 2020 DUBAI | SUSTAINABILITY PAVILION

STRATEGY // RADIAL PANEL 1

CLEANING PV

Dust build up on PV panels significantly lowers the solar energy

per concentric yield band

it is recommended by TAW to clean PV panels every

4 days in that region. Given the huge surface area of 7,300

sqm, we are currently investigating automated robot cleaning

systems.

Alternatively, we could use a half-automated cleaning system,

utilizing a cleaning vehicle as shown in the illustration.

Even if we adopt an automated cleaning system, occasional

maintenance access will be required for inspecting and

replacing PV panels and repairing the cleaning machines.

In both options, we are trying to minimize the maintenance

catwalk to maximize PV surface area and simplify the roofing

system in general.

CABLENET SUPPORT // PANEL TYPE 2b

- PANELS STACKED FROM INNER RADIUS

ROBOT/VEHICLE PATH

ROBOT/VEHICLE

ILITY PAVILION

STAGE 3 - FINAL SCHEMATIC DESIGN

DESIGN RESPONSE

193


parametric modeling to revit

캐노피의 모든 모형은 Grasshopper를 이용하여 parametric model로 생성 되어 consultants와의 협업에 따른

변화에 유연하게 대처할수 있었으며 documentation을 위하여 Revit으로 자동적으로 변환되었습니다.

Parametric Modeling to Revit

60 EXPO 2020 DUBAI | SUSTAINABILITY PAVILION

DESIGN RESPONSE

61


BARCLAYS CENTER //

GREEN ROOF

@ SHoP Architects / 2014 / BROOKLYN / NY


BARCLAYS CENTER //

GREEN ROOF

Barclays Center는 2012년 개장이후 Brooklyn Nets와 New York Islanders의 홈구장이 되어 왔습니다. AECOM에 의해 기본설계가 되었으며 지역의 iconic

한 명소가 되기위해 SHoP Architects가 design architect로 참여하여 weathering panel로 구성된 급진적인 외부 facade를 디자인 하였습니다.

Master plan상의 3동의 주거 건물이 같은 block내에 들어서게 되면서 이 지역의 명소는 소음의 문제로 부터 자유로울 수 없었으며 소음 저감책을 요구받게

됩니다. SHoP Architects는 기존의 arena의 지붕위에 한겹의 추가적인 지붕을 제안함으로써 소음을 획기적으로 감소시킬수 있는 방법을 제안 하였습니다.


green roof

소음 저감책으로서의 역할과 동시에 주변 주거건물로 부터의 시각적인 측면을 고려하여 green roof를 제안하게 됩니다. 기존의

지붕 방수층과 ventilation clampshell 은 그대로 사용하게 됩니다.


sound attenuation

설치할 것을 권장하였습니다.

Arup Accustics의 초기 분석은 35psf 의 sound mass와 약 11ft의 cavity를 가지는 새로운 roof를 기존의 roof에 추가적으로

SECTION STUDY // LONGITUDINAL SECTION

ROOF SURFACE // CONSTRUCTION CURVES

3 POINT ARC

CURVE

ROOF SURFACE

OFFSET ARC

// CONSTRUCTION CURVES

11’

11’

7’-1”

15’-3”

3 POINT ARC

MECH WALL

MECH WALL

ARC : TOP OF PARAPET

19’

3 POINT ARC

OFFSET ARC

ARC : TOP OF PARAPET

CURVE

3 POINT ARC

EDGE OF PARAPET PROJECTED

ON THE SURFACE

OFFSET ARC

11’

15’-3”

3 POINT ARC

7’-1”

11’

ARC : TOP OF PARAPET

OFFSET ARC

19’

ARC : TOP OF PARAPET

3 POINT ARC

EDGE OF PARAPET PROJECTED

ON THE SURFACE

CONCEPT // SINGLE SURFACE

CONCEPT

MECH WALL BELOW (PROJECTED)

OUTER AREA OF ROOF DOES NOT

NEED ACOUSTIC INSULATION

// SINGLE GRADIENT INDICATES SURFACE

BUFFER SPACE

BETWEEN EXISTING AND PROPOSED

ROOF

AREA AROUND VENTS/

ELEV MACHINE ROOM

TO BE STUDIED FURTHER

MECH WALL BELOW (PROJECTED)

OUTER AREA OF ROOF DOES NOT

NEED ACOUSTIC INSULATION

AREA AROUND VENTS/

ELEV MACHINE ROOM

TO BE STUDIED FURTHER

GRADIENT INDICATES BUFFER SPACE

BETWEEN EXISTING AND PROPOSED

ROOF

AREA AROUND VENTS/

ELEV MACHINE ROOM

TO BE STUDIED FURTHER

SPACE BELOW GREEN ROOF

AREA AROUND VENTS/

ELEV MACHINE ROOM

TO BE STUDIED FURTHER

SPACE BELOW GREEN ROOF


ventilation strategy

green roof의 디자인이 시작 되었습니다.

기존의 ventilation clampshell들과 추가적인 지붕이 만들어내는 간섭을 해결하기 위한 여러가지 아이디어로 부터 전체적인

design idea

Ventilation strategy 들을 염두에 두고 이를 전체적인 면으로 확장시켜 몇가지의 option들이 생성되었습니다. 국지적인

opening, 혹은 전체적으로 permeable한 면들이 고려되었습니다.


design options

Design idea들을 반영하여 일련의 design options들이 parametric tool을 통해 구현 되었습니다. Pixelated가 최종적으로

선택되었습니다. 이는 super moudle과 결합하여 기존의 arena의 weathering panel들과 비슷한 디자인 언어(pre-fab modular)를 공유하게 됩니다.

DESIGN OPTIONS // CONCEPTS

DESIGN OPTIONS // CONCEPTS


ventilation & sound attenuation

기존의 arena 를 mechanical room들과 구별해주는 격벽을 새로운 roof의 아래면까지 연장시켜서

그 boundary를 경계삼아 안쪽은 sound mass module이, 바깥쪽은 permeable module들이 위치하게 됩니다.

ROOF DESIGN //ACOUSTIC INSULATION & NATURAL VENTILATION

ROOF DESIGN

MECH WALL BELOW (PROJECTED)

//ACOUSTIC INSULATION & NATURAL VENTILATION

ACOUSTIC INSULATION REQUIRED

OUTER AREA OF ROOF DOES NOT

NEED ACOUSTIC INSULATION

TRAPPING SOUND

ACOUSTIC INSULATION REQUIRED

MECH WALL BELOW (PROJECTED)

OUTER AREA OF ROOF DOES NOT

NEED ACOUSTIC INSULATION

NATURAL VENTILATION

FROM EXHAUST

CLAMSHELLS

TRAPPING SOUND

NATURAL VENTILATION REQUIRED

(FROM EXISTING CLAMSHELLS )

NATURAL VENTILATION

FROM EXHAUST

CLAMSHELLS

NATURAL VENTILATION REQUIRED

(FROM EXISTING CLAMSHELLS )

ROOF DESIGN //ACOUSTIC INSULATION & NATURAL VENTILATION

ROOF DESIGN //ACOUSTIC INSULATION & NATURAL VENTILATION

FREE AIR AREA

(15% OF ROOF SURFACE AREA)

SOUND ABSORBING AREA

(85% OF ROOF SURFACE AREA)

SOUND ABSORBING AREA

(85% OF ROOF SURFACE AREA)

FREE AIR AREA

(15% OF ROOF SURFACE AREA)

ACOUSTIC WALL

(ALIGNING TO THE MECH WALL BELOW)

ACOUSTIC WALL

(ALIGNING TO THE MECH WALL BELOW)

ACOUSTIC WALL

(ALIGNING TO THE MECH WALL BELOW)

ACOUSTIC WALL

(ALIGNING TO THE MECH WALL BELOW)


green roof systems

35psf의 sound mass를 만족시키는 green roofing system은 크게 두가지의 가능성으로 좁혀졌습니다.

첫번째는 conventional 한 sedume carpet rollout roofing system이며 다른 하나의 방법은 extensive system + modular approach였습니다.

GREEN ROOF SYSTEM // TRAY SYSTEM - OPTION 1

GREEN ROOF SYSTEM

EXISTING ROOF / TRUSS

// METAL DECK - OPTION 2

NEW TRUSS (TRANSVERSE)

EXISTING ROOF / TRUSS

NEW TRUSS (TRANSVERSE)

PLACE TRAYS

FINISH

PURLINS + METAL DECK

FINISH

SYSTEM TYPE ‘A’

Truss system installed and purlins

set in place.

Metal Deck applied and waterproofing.

Green Roof system installed by way of

conventional methods, using a hybrid of

sedum carpet and mat system depending

on the slope.

SHoP ARCHITECTS, P.C.

11 PARK PLACE, PENTHOUSE

NEW YORK, NY

P. 212.889.9005

F. 212.889.3686

THESE DRAWINGS ARE INSTRUMENTS OF

SERVICE AND AS SUCH MAY NOT BE USED

FOR OTHER PROJECTS, FOR ADDITIONS TO

THIS PROJECT OR COMPLETION OF THIS

PROJECT BY OTHERS.

BARCLAYS CENTER

ATLANTIC YARDS

BROOKLYN, NEW YORK

TITLE | GREEN ROOF INITIAL SUMMARY

JOB # |090705

DATE | 05.24.2013

SCALE | AS NOTED

DRAWN BY | WJS

CHECKED BY | BDS

FILE/STO#

DSK

001


GREEN ROOF SYSTEM // METAL DECK - OPTION 2

GREEN ROOF SYSTEM

EXISTING ROOF / TRUSS

// TRAY SYSTEM - OPTION 1

NEW TRUSS (TRANSVERSE)

EXISTING ROOF / TRUSS

NEW TRUSS (TRANSVERSE)

PURLINS + METAL DECK

FINISH

PLACE TRAYS

FINISH

SYSTEM TYPE ‘B’

Steel Pan:

Designed & Engineered by SHoP/TT.

Fabricated and delivered to site or

staging area. Pan to be waterproofed

and contain drainage outlet. Design

to be used as part of overall roof

structural system.

Green System:

Material grown offsite. Delivered to

site or staging area and installed into

steel pan prior to hoist or set in place

on roof once pan installed.

SHoP ARCHITECTS, P.C.

11 PARK PLACE, PENTHOUSE

NEW YORK, NY

P. 212.889.9005

F. 212.889.3686

THESE DRAWINGS ARE INSTRUMENTS OF

SERVICE AND AS SUCH MAY NOT BE USED

FOR OTHER PROJECTS, FOR ADDITIONS TO

THIS PROJECT OR COMPLETION OF THIS

PROJECT BY OTHERS.

BARCLAYS CENTER

ATLANTIC YARDS

BROOKLYN, NEW YORK

TITLE | GREEN ROOF INITIAL SUMMARY

JOB # |090705

DATE | 05.24.2013

SCALE | AS NOTED

DRAWN BY | WJS

CHECKED BY | BDS

FILE/STO#

DSK

001


attachment details

Super module을 metal deck와 purlin에 연결하기 위한 detail sketch들입니다. Maintenance worker들을 위한 walking

surface를 제공해 주기 위해 가로와 세로를 연결하는 paver혹은 t-bar들이 자리잡게 됩니다.


super module

12’ x 6’크기의 Super module은 2’ x 2’의 plastic bucket을 엮어서 만들게 고안되었습니다. 하나의 bucket은 흙을 제자리에

잡아두는 역할을 하며 가장 아래부분에는 물기를 어느정도 가두기 위한 작은 공간들이 있어 soil media가 완전히 건조되지 않도록 도와줍니다.

DETAIL AXON

SHoP ARCHITECTS, P.C.

11 PARK PLACE, PENTHOUSE

NEW YORK, NY

P. 212.889.9005

F. 212.889.3686

THESE DRAWINGS ARE INSTRUMENTS OF

SERVICE AND AS SUCH MAY NOT BE USED

FOR OTHER PROJECTS, FOR ADDITIONS TO

THIS PROJECT OR COMPLETION OF THIS

PROJECT BY OTHERS.

BARCLAYS CENTER

ATLANTIC YARDS

BROOKLYN, NEW YORK

TITLE | GREEN ROOF INITIAL MODULES SUMMARY

JOB # |090705

DATE | 08.09.2013 05.24.2013

SCALE | AS NOTED

DRAWN BY | WJS

CHECKED BY | BDS

FILE/STO#

DSK

007.02 001

NEW ROOF DECK

BARCLAYS

GREEN ROOF

BARCLAYS CENTER AT ATLANTIC YARDS

BROOKLYN EVENTS CENTER, LLC

1 METROTECH CENTER NORTH

BROOKLYN, NY 11201

TEL 718.923.8400

KEY PLAN

CONCEPTUAL MODULAR FASTENING OPTION A 1

NTS CONCEPTUAL MODULAR FASTENING OPTION B 2

NTS


019.03

attachment details

Metal deck위 clip system으로 green module을 일차적으로 지지하고 이차적으로 fin과 perforated panel들이 모듈의

이탈을 방지합니다. 또한 metal deck이 필요하지 않은 open air area에서는 structural tee들이 연장되며 전체적인 design의 일관성을 유지합니다.

PERFORATED PANEL ATTACHMENT DETAIL (NTS)

SHoP ARCHITECTS, P.C.

233 BROADWAY 11TH FLOOR

NEW YORK, NY

P. 212.889.9005

F. 212.889.3686

THESE DRAWINGS ARE INSTRUMENTS OF

SERVICE AND AS SUCH MAY NOT BE USED

FOR OTHER PROJECTS, FOR ADDITIONS TO

THIS PROJECT OR COMPLETION OF THIS

PROJECT BY OTHERS.

BARCLAYS CENTER

ATLANTIC YARDS

BROOKLYN, NEW YORK

TITLE | PERF GREEN PANEL ROOF ATTACHMENT INITIAL SUMMARY DETAIL

UNFOLDED PERF PANEL - TOP VIEW (NTS)

JOB # |090705

DATE | 06/10/2014 05.24.2013

SCALE | AS NOTED

DRAWN BY | WJS

CHECKED BY | BDS

FILE/STO#

DSK

018.01 001

2’x2’ GREEN TRAY

PERF. PANEL

FINISH

ALUMINUM/STEEL PER HUNT PRICING

AND MANUFACTURER RECOMMENDATION

FOR USE OF DISSIMILAR METALS

COLOR

ALUMINUM / PANTON 476C Matte

STEEL / GALVANIZED

FOLDED METAL FIN

FOLDED METAL FIN

FINISH

ALUMINUM/STEEL PER HUNT

PRICING AND MANUFACTUR-

ER RECOMMENDATION FOR

USE OF DISSIMILAR METALS

019.04

PERF. PANEL

COLOR

MIDNIGHT OIL

BM #1631

METAL DECK

STRUCTURAL TEE

METAL FIN AXON

SHoP ARCHITECTS, P.C.

233 BROADWAY 11TH FLOOR

NEW YORK, NY

P. 212.889.9005

F. 212.889.3686

THESE DRAWINGS ARE INSTRUMENTS OF

SERVICE AND AS SUCH MAY NOT BE USED

FOR OTHER PROJECTS, FOR ADDITIONS TO

THIS PROJECT OR COMPLETION OF THIS

PROJECT BY OTHERS.

BARCLAYS CENTER

ATLANTIC YARDS

BROOKLYN, NEW YORK

TITLE | T GREEN SECTION ROOF / METAL INITIAL FIN SUMMARY DETAIL

JOB # |090705

DATE | 08/06/2014 05.24.2013

SCALE | AS NOTED

DRAWN BY | WJS

CHECKED BY | BDS

FILE/STO#

DSK

019.01 001


F

E

D

C

B

A

7

7

TYP.@

E-W

EDGE

3

2

6

2

6

6

S-210

Edge of deck in red,

typ.

8

2

2

1A

5

S-210

2

5

End of

waterproofing

Beams below

5

4

S-210

3

S-210

1B

1B

1

S-210

6

4

4

TRUSS T1

7

TRUSS T1

5

5

4

2

S-210

D

2

End of

waterproofing

5

Green roof의 가장자리를 따라 생기는 open air

1영역은 여러가지 이유에서 한가지 타입으로 정의 될수 없기에 Beams 다섯가지의 below typology 를 형성하게 됩니다.

TRUSS T1

CL

6

A

D

7

B

C

4

• METAL DECK EDGE EXTENDS AS

DISCUSSED WITH TT (09/03/14)

• EXISTING GREEN TRAYS TO EX-

TEND (SAME COLOR/SEDUM

C

TYPE)

44

2

6

S-210

5

S-210

4

S-210

3

S-210

5 SIM

1

S-210

TRUSS T1

5

S

A

B

TYP.@

E-W

EDGE

3

2

TRUSS T2E

TRUSS T2A

TRUSS T2B

TRUSS T2C

TRUSS T2D

TRUSS T2D

42

2

C

2

• 1 PERF PANEL TO BE ADDED

B

• 5 PERF PANELS TO BE RE-

MOVED AS DISCUSSED WITH TT

(09/03/14)

D

8

1A

E

MISC FRAMING FOR

PERF PANEL SUPPORT

(TEKLA CLASS 3)

NOT RELEASED FOR DETAILING

G

Edge of deck in red,

typ.

2

1B

1B

38

A

SHoP ARCHITECTS, P.C.

233 BROADWAY 11TH FLOOR

NEW YORK, NY

P. 212.889.9005

F. 212.889.3686

THESE DRAWINGS ARE INSTRUMENTS OF

SERVICE AND AS SUCH MAY NOT BE USED

FOR OTHER PROJECTS, FOR ADDITIONS TO

THIS PROJECT OR COMPLETION OF THIS

PROJECT BY OTHERS.

BARCLAYS CENTER

ATLANTIC YARDS

BROOKLYN, NEW YORK

TITLE | EDGE GREEN DETAIL ROOF INITIAL SUMMARY

JOB # |090705

DATE | 09/05/2014 05.24.2013

SCALE | AS NOTED

DRAWN BY | WJS

CHECKED BY | BDS

FILE/STO#

DSK

020.01 001

7

6

5

4

MISC FRAMING FOR

PERF PANEL SUPPORT

(TEKLA CLASS 3)

NOT RELEASED FOR DETAILING

D

7.5

8.5

9

10

11

cl

12

13

14

7

G

6

5

E

4

3

TRUSS T2E

TRUSS T2A

TRUSS T2B

TRUSS T2C

TRUSS T2D

TRUSS T2D

TRUSS T2C

2

1

CL

A

D

B

C

44

5 SIM

A

B

TRUSS T2E

TRUSS T2A

TRUSS T2B

TRUSS T2C

TRUSS T2D

TRUSS T2D

TRUSS T2C

42

C

D

E

EDGE DETAIL @ (SEE BLUE BOX) - AXON

MISC FRAMING FOR

PERF PANEL SUPPORT

(TEKLA CLASS 3)

NOT RELEASED FOR DETAILING

G

38

SHoP ARCHITECTS, P.C.

233 BROADWAY 11TH FLOOR

NEW YORK, NY

P. 212.889.9005

F. 212.889.3686

THESE DRAWINGS ARE INSTRUMENTS OF

SERVICE AND AS SUCH MAY NOT BE USED

FOR OTHER PROJECTS, FOR ADDITIONS TO

THIS PROJECT OR COMPLETION OF THIS

PROJECT BY OTHERS.

BARCLAYS CENTER

ATLANTIC YARDS

BROOKLYN, NEW YORK

TITLE | EDGE GREEN DETAIL ROOF INITIAL SUMMARY

JOB # |090705

DATE | 09/05/2014 05.24.2013

SCALE | AS NOTED

DRAWN BY | WJS

CHECKED BY | BDS

FILE/STO#

DSK

020.02 001


F

E

D

C

B

A

F

E

D

C

B

A

7

7

7

7

TYP.@

E-W

EDGE

TYP.@

E-W

EDGE

3

3

2

2

6

2

6

6

2

6

6

S-210

Edge of deck in red,

typ.

6

S-210

Edge of deck in red,

typ.

8

8

2

2

2

2

1A

1A

5

S-210

5

S-210

2

2

5

End of

waterproofing

Beams below

5

5

4

S-210

End of

waterproofing

Beams below

5

4

S-210

3

S-210

1B

3

S-210

1B

1B

1B

1

S-210

1

S-210

6

6

4

4

4

4

TRUSS T1

7

TRUSS T1

TRUSS T1

7

TRUSS T1

5

5

5

5

4

4

2

S-210

2

S-210

MISC FRAMING FOR

PERF PANEL SUPPORT

(TEKLA CLASS 3)

NOT RELEASED FOR DETAILING

D

7.5

8.5

9

10

11

cl

12

13

14

7

G

6

5

E

4

3

TRUSS T2E

TRUSS T2A

TRUSS T2B

TRUSS T2C

TRUSS T2D

TRUSS T2D

TRUSS T2C

2

1

CL

A

D

B

C

44

5 SIM

A

B

TRUSS T2E

TRUSS T2A

TRUSS T2B

TRUSS T2C

TRUSS T2D

TRUSS T2D

TRUSS T2C

42

C

D

E

EDGE DETAIL @ (SEE BLUE BOX) - AXON

MISC FRAMING FOR

PERF PANEL SUPPORT

(TEKLA CLASS 3)

NOT RELEASED FOR DETAILING

G

38

SHoP ARCHITECTS, P.C.

233 BROADWAY 11TH FLOOR

NEW YORK, NY

P. 212.889.9005

F. 212.889.3686

THESE DRAWINGS ARE INSTRUMENTS OF

SERVICE AND AS SUCH MAY NOT BE USED

FOR OTHER PROJECTS, FOR ADDITIONS TO

THIS PROJECT OR COMPLETION OF THIS

PROJECT BY OTHERS.

BARCLAYS CENTER

ATLANTIC YARDS

BROOKLYN, NEW YORK

TITLE | EDGE GREEN DETAIL ROOF INITIAL SUMMARY

JOB # |090705

DATE | 09/05/2014 05.24.2013