20180126_VOL2 EMPLOYED

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 STATE
ws@selective-amplification.net | +82 10 4757 1353 | www.selective-amplification.net
WORK EXPERIENCE
2017 - Current
2009 - Current
2015 - 2017
2015
2013 - 2015
2009 - 2013
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
Ray & Co.
Wedding Dress Studio, Chungdam, Seoul, Korea, Completed in 2018
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
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
OMA . New York, NY, U.S.A. . Senior Architect
New York, NY
515 18th Street Residential Tower
Design Leader / Project Architect
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
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 STATE
WOOJAE SUNG
AIA / RA NY STATE
WOOJAE SUNG
AIA / RA NY STATE
CONSULTING
2003 - 2006
CONSULTING August, 2018
August, 2018
WOOJAE SUNG
AIA / RA NY STATE
HONORS LECTURE & August, TEACHING AWARDS 2018
LECTURE & August, TEACHING
April, 2018
June, 2017
August, April, 2018 2014
June, 2017
April, May, 2018 2014
June, 2017
April, 2009
May, 2018
November,
October, 2008
2017
May, 2018
November, October, 2008 2017
September, 2017
November, April, 2008 2017
September, 2017
December, Spring, 2002 2016
September, 2017
Spring, 2016
Fall, 2015
Spring, 2016
Fall, 2015
Spring, 2015
EDUCATION Fall, 2015
Spring, 2015
Fall, 2011 December, - Spring, 2008 2013
Spring, 2015
Fall, 2011 - Spring, 2013
February, April, 2003 2010
Fall, 2011 - Spring, 2013
April, 2010
Spring, 2009 August, - Fall, 2000 2009
April, 2010
Spring, 2009 - Fall, 2009
Spring, 2009 - Fall, 2009
PUBLICATION
2003 - 2006
2003 - 2006
CONSULTING August, 2018
LECTURE & TEACHING
September 2018
June 2018
April 2015 - Current
May 2009
ws@selective-amplification.net | +82 10 4757 1353 | www.selective-amplification.net
Samoo Architects & Engineers .
JeonJu,
Seoul, Korea .
Korea
National Nanotechnology Integration Center Junior Architect
Project Designer, Completed in 2008
Samoo Architects & Engineers .
JeonJu,
Seoul, Korea .
Korea
National Nanotechnology Integration Center GyeongGi, Korea
Bio Organs Research & Production Center Junior Architect
Designer
Project Designer, Completed in 2008
JeonJu, Korea
National Nanotechnology Integration Center GyeongGi, Korea
Bio Organs Research & Production Center GyeongGi, Korea
Project College Designer, of Pharmacy, Completed Sungkyunkwan in 2008 University
Designer
Project Designer, Completed in 2007
GyeongGi, Korea
Bio Organs Research & Production Center GyeongGi, Korea
College of Pharmacy, Sungkyunkwan University PyungChang, Korea
Designer Weekend Housing for Samsung Executives
Designer
Project Designer, Completed in 2007
GyeongGi, Korea
College Weekend of Housing Pharmacy, for Sungkyunkwan Samsung Executives University PyungChang, Korea
Seoul, Korea
Designer
Project Guest Designer, House, Completed Sungkyunkwan in 2007 University
Project Designer, Completed in 2006
PyungChang, Korea
Weekend Guest House, Housing Sungkyunkwan for Samsung University Executives Seoul, Korea
GyeongGi, Korea
Designer 2nd Laboratory Building, Sungkyunkwan University
Project
Project
Designer,
Designer,
Completed
Completed
in
in
2006
2006
Seoul, Korea
Guest 2nd Laboratory House, Sungkyunkwan Building, Sungkyunkwan University GyeongGi, Korea
University
Project
Project
Designer,
Designer,
Completed
Completed
in
in
2006
2006
GyeongGi, Korea
2nd Laboratory Building, Sungkyunkwan University
Project Designer, Completed in 2006
BIM Consulting . ENG Team, Samoo Architects & Engineers
Consultant to ENG Team at Samoo Architects & Engineers on BIM Workflow Efficiency
BIM Consulting . ENG Team, Samoo Architects & Engineers
Consultant to ENG Team at Samoo Architects & Engineers on BIM Workflow Efficiency
BIM Consulting . ENG Team, Samoo Architects & Engineers
Consultant to ENG Team at
ws@selective-amplification.net |
Samoo Architects & Engineers on
+82
BIM
10
Workflow
4757 1353 |
Efficiency
www.selective-amplification.net
Guest Lecturer . Samoo Architects & Engineers
Digital design Workshop Series
Winning Guest Lecturer Entry . Samoo Venture Architects Center, Sejong & Engineers University Campustown (City of Seoul)
Digital Guest Lecturer design Workshop . University Series of Seoul
Honorable Guest Digital Lecturer design Mention &. Fabrication Samoo . 10th Architects Korean Rural & Engineers Architectural Competition (UIA)
Digital Guest Lecturer design Workshop . Series
Notable Entries University of Seoul
Digital Invited design Speaker & Fabrication
. Folly KIBIM, 2014 Incheon / The Architectural League NY
Guest Lecturer .
Honorable
Parametric
Mention
to BIM University . of Seoul
Digital Invited design Speaker & Fabrication
. KIBIM,
Bentley
Incheon
Academic Be Inspired Award in the Computational Design competition
Featured Parametric Guest Lecturer Student to BIM . Chungnam .
Invited Speaker .
AAP, Cornell University University
Parametric Design KIBIM, Incheon
Parametric Selected Guest Lecturer Studio to BIM . Work, Chungnam Spring University 08 . AAP, Cornell University
Parametric Invited Speaker Design . UIA 2017, Seoul
Guest Selected Parametric Lecturer Studio Design, . Work, Chungnam Digital Fall design 07 University & Spring & Fabrication 07 . AAP, Cornell University
Parametric Invited Speaker Design . UIA 2017, Seoul
First Prize : Graduation Work .
Parametric Guest Lecturer Design, . University Digital design of Pennsylvania
Yonsei & Fabrication University
Invited Parametric Speaker design . lecture UIA 2017, and Seoul workshop for M.arch design studio
Parametric Guest Lecturer Design, . University Digital design of Pennsylvania
& Fabrication
Parametric Guest Lecturer design . The lecture City and College workshop of New for York M.arch design studio
Guest Parametric Lecturer design . University lecture and of workshop Pennsylvania for B.arch design studio
Parametric Guest Lecturer design . The lecture City and College workshop of New for York M.arch design studio
Guest Parametric Lecturer design . University lecture and of workshop Pennsylvania for B.arch design studio
Guest Lecturer . The City College of New York
Parametric design lecture and workshop for B.arch design studio
Cornell University .
Parametric Guest
Parametric Lecturer design .
design University lecture and
lecture Ithaca, and NY
of workshop
workshop Pennsylvania
for M.arch design studio
Advanced Parametric Design and Scripting for M.arch . Harvard design University studio GSD
Guest Master Lecturer of Architecture . University of Pennsylvania
Parametric design lecture and workshop for M.arch design studio
Yonsei University .
Advanced Advanced
Advanced parametric
parametric Parametric design
Seoul, design Design lecture
Korea lecture and Scripting and workshop .
and workshop Harvard for Digital
for Digital University Media
Media GSD
course for graduate students
DIGITAL Lecture Series . Syracuse University
course for graduate students
Advanced Bachelor of Parametric Science in Design Architectural and Scripting Engineering . Harvard University GSD
Advanced parametric design lecture and workshop for Digital Media course for graduate students
Yonsei University .
Parametric DIGITAL
Parametric Lecture design
design Series lecture
lecture Seoul, . and
Grasshopper Workshop . and Syracuse workshop
Cornell Korea workshop University University
AAP
DIGITAL Advanced Bachelor Lecture of parametric Science Series in design Civil . Syracuse Engineering lecture University and workshop for graduate studios
Parametric Grasshopper design Workshop lecture . and Cornell workshop University AAP
Advanced parametric design lecture and workshop for graduate studios
Grasshopper Workshop . Cornell University AAP
Advanced parametric design lecture and workshop for graduate studios
Parametric Design . Daega
Parametric Design vol.01
ws@selective-amplification.net | +82 10 4757 1353 | www.selective-amplification.net
ws@selective-amplification.net | +82 10 4757 1353 | www.selective-amplification.net
Samoo Architects & Engineers . Seoul, Korea . Junior Architect
Parametric & BIM . KIBIM Journal
Parametric & BIM, KIMIM Magazine vol08, Summer 2018
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

April, 2018
April, 2014
April, 2014
April, 2009
WOOJAE SUNG
October, 2008
AIA / RA NY STATE
October, 2008
April, 2008
HONORS December, & AWARDS 2002
April, 2018
April, 2014
April, 2014
EDUCATION
April, 2009
December,
October, 2008
2008
October, 2008
February, 2003
April, 2008
December, August, 2000 2002
Winning Entry . Venture Center, Sejong University Campustown (City of Seoul)
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
ws@selective-amplification.net | +82 10 4757 1353 |
Featured Student . AAP, Cornell University
www.selective-amplification.net
Selected Studio Work, Spring 08 . AAP, Cornell University
Selected Studio Work, Fall 07 & Spring 07 . AAP, Cornell University
First Prize : Graduation Work . Yonsei University
Winning Entry . Venture Center, Sejong University Campustown (City of Seoul)
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 Cornell University Student .
AAP, Ithaca, Cornell NY University
Master of Architecture
Selected Studio Work, Spring 08 . AAP, Cornell University
Yonsei University . Seoul, Korea
Selected Bachelor Studio of Science Work, in Architectural Fall 07 & Spring Engineering 07 . AAP, Cornell University
First Yonsei Prize University : Graduation . Seoul, Work Korea
. Yonsei University
Bachelor of Science in Civil Engineering
PUBLICATION
EDUCATION
September December, 2008 2018
February, June 2003 2018
April 2015 August, - Current 2000
May 2009
Parametric Cornell University Design . Ithaca, Daega NY
Parametric Master of Architecture
Design vol.01
Parametric Yonsei University & BIM . Seoul, KIBIM Korea Journal
Parametric Bachelor of & Science BIM, KIMIM in Architectural Magazine Engineering
vol08, Summer 2018
Parametric Yonsei University Design .. Seoul, Korean Korea Architects Journal (by KIRA, Korea Institute of Registered Architects)
Bimonthly Bachelor of Article Science about in Civil Parametric Engineering 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
PUBLICATION
CERTIFICATIONS
September November, 2018 2014
June 2018
April 2015 - Current
May 2009
Parametric Licensed / Registered Design . Daega Architect New York State (#37422) / AIA (#38430055)
Parametric Ncarb / Office Design of the vol.01 Professions, NY State / The American Institute of Architects
Parametric & BIM . KIBIM Journal
Parametric & BIM, KIMIM Magazine vol08, Summer 2018
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

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
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
117.9428
18.256654
301.78942
22.0814 31.67712730.809921
19.429963
32.846523
27.25219
52.755306
16.504444
220.643689
161.877035
16.588885
27.828059
31.56191632.559468
48.55717
20.796235
22.883496
68.333765
7.008492
155.386411
10.859653
25.299445
284.266812
14.45462
16.321098
13.448342
41.743659
7.050039
30.097334 54.901117
30.25141
64.542829
6.958036
15.858269
111.206023
22.825782
573.024678
24.237551
12.006326
13.684807
27.314575
21.950159
7.383952
16.2327
38.666231 41.601537
31.18895
20.713494
10.348424
15.57556
13.078673 19.36533418.66787624.622173 19.086206 10.576165
17.316734
11.76206
197.627851 12.135279
22.635703
16.364421
20.992517
15.550393
31.56009
9.124866
6.778762
26.241036
20.689228
41.650213 65.327615 60.312205 81.823524 111.557813
13.76176
34.034207
41.489034
26.393032 25.106365
15.36356
17.094833
40.453498
16.626614
23.803425
41.861941
22.114603
46.891663 8.708491
15.399564
18.166556
15.02668
22.845573
15.73893
21.246155 21.142425 19.905852 21.34593
36.611702 17.571141
18.588743
12.856499 12.508982
15.921143
18.217208
20.878218 11.271754 14.27872
20.494149
26.394635
15.745671
25.729214
128.289578
70.737693 13.717376 16.422491
22.334557
19.467681
8.826542
14.017622
19.782514
44.664709 47.511849 56.614337 51.76951
40.524845
12.625942
46.087597
16.002475
13.277803
41.038904
47.712326
18.258264
5.302109
30.592758
60.652559
15.484969
28.441809
9.06627
25.858557
34.968641
17.185752
14.55964
12.306859
14.235781
21.853746
21.405781
69.680618
14.486789
13.329198
21.036393
50.278 52.375106 44.157108 41.820474
13.017342
27.547611
11.063187
41.068519
52.334024
15.438991
30.713768
38.971414
22.225338
11.572296
30.994599
29.943482
15.104491
6.194635
14.258796
27.400977
22.298382
41.931592
6.67528 23.6276915.75870120.50435521.38039 16.078826
17.374028
21.303088
13.723856
17.819611
13.104459
18.517436
42.7376938.027615
40.530402 43.577242 41.26317
27.148252
8.680479
16.35791
42.295202
35.651588
29.745718
13.841646
10.762674
14.048533
26.829064
29.309917
4.252748
23.490518
15.394145
14.660528
21.656038
24.077915
33.559413
13.268995
18.239501
11.033704
36.153758 37.534653 40.078699
33.671374
47.445226
8.05903
20.280118
31.700674
32.429816
22.10169
22.641364
15.853772
5.001163
10.343939
6.349505
15.045799
31.898202
20.530606
5.540012
13.538457
23.847445
30.610053
14.985755
17.958968
15.624872
12.523623
17.754604
13.580349
9.520054 11.18356
23.862201
25.534538 10.296667 8.514068
42.139993 34.712416 35.792396
15.994663
26.07078 37.75524
41.54763
25.906785
25.40245
16.109719
13.320165
21.529913
19.71972
15.696565
15.192399
25.196484
19.005572
24.59166
12.324181
7.23443
3.991477 12.020103 9.48041 14.298355
19.373044
24.295302
16.50914
16.294194
24.528198
13.017622
12.86063
29.384062 38.044168 35.648328 31.105678
18.572208
33.852987
23.315293
35.052361
14.177846
17.370058
27.684415
9.406324 25.480897 11.571397 14.895728
13.883303
15.21816
24.22201
23.418616
23.309265
19.465365
19.019443
25.024062
18.135599
20.937865
20.100494
20.200631
19.682493
12.934618
19.05044
9.531668
19.124439
17.591184
4.726997 39.463696 18.875579 19.468107
20.11094 22.511771 28.040012 26.488101 28.892094 36.794169
19.220046
31.63506 13.847169
13.925261
21.749291
31.096985
14.47705 28.188941
29.891967
12.102972
17.970887
27.474018 48.032591
92.292374 33.2913
20.863557
21.4609
31.482552
20.46354
20.058147
19.098843
46.876177 23.288928 19.47257 25.787514 21.817991 21.952714 30.244535
18.53464 9.394645
17.270779
19.23783
18.111319
33.12826 31.247658
20.051584
33.120332
15.485041
20.962182
69.568259
27.254415
17.584944
22.25534
29.569759
21.165653
47.466972
15.649427
16.939585
19.143035
26.090352
19.550869
16.734863
25.022934
9.442799
18.565162
28.825919
18.2845
19.330869
18.589767
35.999673
22.310642
64.838724
17.447595
13.28971
19.881124
30.749008
20.026224
21.55319130.641489
34.41055
17.793591
31.364108
19.458649
54.785349
29.387731 24.847643
19.347307
18.600202
27.992328
30.296235
16.792846
8.212415
20.551276
24.24831 19.962825
22.904574
37.160553
23.584405
22.820142
17.921648
33.844049
19.092893 23.150503
31.137498
16.611293
26.203022 25.436952
11.597979
18.887371
23.618407
17.535653
27.74564
61.51526
110.494884
19.08086
25.665419
18.593106
24.262825
97.6474
30.439465
20.791593
23.781189
45.573768 37.721553
20.685916
31.514987
19.862874
32.051801 27.175932 22.7825719.071701
17.627624 16.149866 16.880785 19.42431720.093314
29.213115
33.813523
18.89418
19.20439
88.398031
17.947869
19.292348
35.523566
15.179839
23.070884
43.699282
21.244838
30.01528 19.92761716.982674
28.967974
30.511774
15.896641
20.943534
15.216389
36.95175
44.65562
18.430874
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