HUIDAN KANG EMAIL: hk637@cornell.edu TEL: 917-355-0165 MASTER OF ARCHITECTURE, CORNELL UNIVERSITY MASTER OF ARCHITECTURE, TSINGHUA UNIVERSITY, CHINA BACHELOR OF ARCHITECTURE, TSINGHUA UNIVERSITY, CHINA
RESEARCH
SURVEY
MATERIAL
SOLAR
GEOMETRY
TIME
URBAN FABRIC
PEOPLE
WIND
STRUCTURE
TRANSFORMATION
INFRASCTRUCTURE
CORRESPONDENCE
FIXTURE
ELECTRICITY
CONTEXT
REINTERPRETATION
CONCEPT
LANDSCAPE
WATER
CONTOUR
TRANSPORTATION
RECYCLING
LIFE STYLE
CULTURE
HISTORY
CODE
PHILOSOPHY
DETAIL
FURNITURE
ACADEMIC PROJECTS
CONTEXT
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REINTERPRETATION
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FROM LANDSCAPE TO MATERIAL DETIAL
CONCEPT
TRANSFORMATION
Material
Environment
Project 1: Page 6 Lofoten Timber Bird Watching Tower
Twisting Timber
Spring 2011 Design Studio
History
Urbanisn
Project 2: Page 26 Cold War Information Center
Merging Border
Fall 2010 Design Studio
Fabrication Urbanisn
Project 3: Page 32 High Line Extension
Interweaving Publicity
Summer 2010 Design Studio
Material
Fabrication
Project 4: Page 38 Material Efficiency and Sustainability
3D Fibre Sandwich Structure Spring 2011 Seminar
Algorithm
Fabrication
Project 5: Page 46 Crocheting Algorithms and Fabrication in Architecture
Hook and Loop
Spring 2011 Seminar
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Lo ofo fote ote ten n Ti Timb mbberr B irrd Wa atc t hingg T ower ow er Lofoten Timber Bird Watching Tower
Twisting T wisting Timber Timber SSpring Sp ring 22011 011 Desi Design sign g Studio Instructor: Mark Cruvellier, Beate Hølmebakk Site: Røst, Lofoten, Norway Photoshop, Software: Rhino,Vray, Grasshopper, Illustrator, Pho oto t shop, AutoCAD Thee stud studio between architectural material potentials; Th T udio io iiss in iinherently heere rently about exploring thee rrelationship elat el ations nshi hipp be betw twee tw eenn the archit tecturaal concept an and d ma mate teri rial a potenti tials;; bbetween etw et ween man-made structures between design material project locates Lofoten stru st ruct ctures aand nd the he natural landscape; betw twee eenn de desi sign gn iideas deas de as aand nd m aterial resolutions. The proje ect loc o ates in Røst, one of the Lof fot oten en n archipelago Norway. thousands watchers off the uniq unique ar rch c ip ipelaggo in N o way. The islands attracts tens of thou or ousa sand ndss of ttourists, o rists, especially bird watcher ou erss bbecause ecau ec ausee o ique ue bbeauty eautty of the ea hee landscape and main material explore land la ndsc scap apee aan nd a ggood ood d aamount mount of sea birds including the Atlantic Pu Puffi ffinnns. s Wood is chosen to be the ma s. ain m ater at eria er iaal to o exp plo ore inn th this is pproject. ro oje ject ct.. ct instable various As a ccellular, elluulaar, r, heterogeneous, het eterog ogeneous, anisotropic and hygroscopic material, wo wood o is dimensionallyy in inst stab ab ble and and d bbehaves ehav eh aves es iin n va vari riou ous ways y due to to thee considered negative internal differentiation dififfe fere rent ntia iati tion on in in microstructure. m crostructure. The changing dimension and geometry ar mi aree ty ttypically piica callllllyy co cons nsid sid der e ed aass ne ega gati tive ti ve aaspect sp pec ect of wood. The he design structural methods quality control manufacturing, d de s gn aaims si ims to eexplore xplo lore re the structura al an and architectural potentials of twisting timber beam aand nd m e ho et ods d iin n qu qual alit ityy co cont nttro roll an aand d ma manu n faact ctur u inng, ur g which wood distortion optimize architectural whic wh ichh could coulld act as an example of rrethinking ethi et hink nkinng wood following its material naturee aand nd uutilizing tililizi ti z ngg sspecifi peci pe cifific wo ci ood d issto tort rtio ionn to o ptim pt imiz izee ar rch chit ittec ectu t ra tu rall design changing site. desi de s gn n in respond to the landscape as well as the he ch chan angi ging ng cclimate liima m te iin n th thee si site te.
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1. Prototype:Wall and Stairs
Working sketch
Phase I: Wall and stairs In this phase, a session of wall and stair is designed with one of three timber technologybending, folding/Origami and grid. The design aims to explore the material potentials of twisting timer. The wall component is composed of two regular planks and two twisted planks, utilizing the nature of timber which includes uneven internal structure and unstable dimensions in respond to the changes of humidity. A twisted planks is used as riser of the steps supporting the regular tread.
Wall and stairs component
Plan 1:20
Wall and stairs session Section 1:20
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Elevation 1
Wall and stair session
Modified wall component
Modified stair component
Modeling process
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2. Experiment: Structural properties of twisted planks Horizontal load
Vertical load
Phase II: Structural properties tests In this phase, a series of experiments were made to test the differences in structural properties between flat planks and twisted planks. Different combinations of twisted degrees, profiles and distances were tested out and deformation in vertical and horizontal directions in each test was recorded. Conclusions were drawn from the structural tests: twisting strengthened the planks in horizontal direction but weaken them in vertical directions in resisting bending moment when compared to regular beams. Testing model
Experiment process
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Experiment process
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3. Modified prototype: Røst I Atlantic Puffins IBird watching platform Site Puffin Nesting Ferry Site Puffin Nesting Waterway dangerous for tourist ships Ferry
Area with water depth no more than 10 meters Waterway dangerous for tourist boats Area with water depth no more than 10m
12 km
Sea wind
Landscape Site Map
Puffin nesting Site analysis
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1m
5m
>20 times
6-10 times
14m
Bird and Watchers The sea is rich with life, and the world’s largest deep water coral reef is located west of Røst. In that, millions of sea birds nest on the islands every year. Among these species, the Atlantic Puffins are one of the most popular sea birds to the tourists and bird watchers. Røst is considered as a best place for watching the Atlantic Puffins in the world.
Climate During spring and summer, Røst attracts thousands of tourists because of its pleasant weather, beautiful landcape and various seabirds. Winter temperatures in Røst are very mild considering their location north of the Arctic Circle; however, strong winds can occur in late autumn and winter which may lead to waves up to 14 metres high. In that, for one thing, the platform needs to be anchored to the landscape and kept from direct sea winds; for the other thing, wind shelter is necessary for tourists, especially the bird watchers which may wait for certain species for hours.
Bird watchers can stay for hours waiting for sea birds. By uring regular spotting scopes, bird watchers can observe sea birds within the distance of 150 metres. A scope with higher magnification that provides a better view requires a stable viewing platform where the equipment can be protected from rain and wind.
Feeding
Feeding areas are often located 100 km or more, offshore from the nest sites
Nesting and Reproduction
The only time the Atlantic Puffins spend on land is to nest. the species is monogamous and gives biparental care. They are colonial nesters, excavating burrows on grassy cliffs.
Maturing
The Atlantic Puffin is sexually mature at the age of 4–5 years during which they stay in the sea.
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Puffin life circle
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Phase III: Ideal Beam Based on beam diagram module, maximum shear moment happen on two ends and maximum bending moment in the middle. The changing sections in the180degree twisting beam with maximum bending moment stiffness in the middle and shear moment stiffness on the ends perfectly fit the ideal beam model.
twisting beam sections
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Structural reference: vertical blinds
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beam diagram module max
0.0 max
shear diagram max
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Poplar
Polycarbonate
Modeling process
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1: 5 Component mockup
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Master plan
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1: 50 Model
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Typical Section Through Roof, Screen and Foundation Detail 1:5 1. Corrugated roof sheeting on 19mm plywood sheathing 2. Nail fixings at 150mm centers within 1200mm of roof edge 3. 40X120mm@400mm timber purlins 4. 100X200mm poplar glu-lam beam 5. 45X45X2mm steel angle 6. 120mm steel hinge with 255mm open width, pin diameter 15mm 7. 50X160X2500mm twisted poplar glu-lam screen support 8. 80X50X2000mm movable screen support 9. O15mm galvanized steel wood screws with steel shear plates I 10. O10mm through galvanized steel bolts with steel shear plates I 11. 60X2400X40mm transparent lightweight polycarbonate (PC) panels 12.Synthetic rubber bearing 13. O15mm steel tube with nuts I 14. 100X300X5mm steel angle 15. Extension springs 16. 120X50mm oak flooring with 15mm wide anti-slip inserts filled with resin-bound sand 17. 40X20mm steel fixing rail 18. Synthetic rubber bearing 19. 300X600X500mm reinforced concrete pier 20. 400mm thick reinforced concrete footing
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Exploded Axonometric of Screen Facade
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Exterior perspective
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Interior perspective
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Cold War Information Center
Merging Border Fall 2010 Design Studio Instructor: Werner Hans GĂśhner, Matthias K. Graf Von Ballestrem Site: Berlin, Germany Software: Rhino, Vray, Illustrator, Photoshop, AutoCAD
"Berlin is a city between memory, renewal and amnesia.� The project pursuits a new information center of the Cold War which locates adjacent to the North Train Station which was one of the ghost stations during the period. Several Cold War memorials gather in this area. Addressing the relationship within history, memory and urbanism becomes a most critical challenge in the project. When the Wall physically divide the whole city into two, there was strong latent social dynamic that trended toward unification. The interior space in the design aims to capture this conflicted reality and interpret it in spatial language. For exterior, the new information center tends to create an urban interconnection with the historical train station, detaching from the existing structure and creating an interior courtyard. Interlocking volumes, materials and texture are explored.
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Atrium perspective
Section perspective
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The Cold War Memorial
Berlin Wall (Inner Wall)
The Cold War Memorial
Berlin Wall (Outer Wall)
Ghost Station (during the Cold War)
Community park
the Berlin Wall (remain) the Berlin Wall (dismantled) S-Bahn Site area Existing Open space S-Bahn Entrance Tram/Bus Station Site map
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Interactive mapping
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Study model
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1:200 Model
Circulation analysis
1:500 Model
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High Line Extension
Interweaving Publicity Summer 2010 Design Studio Instructor: Neil Denari Collaborator: Fanbo Zeng Site: Manhattan, New York Software: Rhino,Vray, Illustrator, Photoshop, AutoCAD
The one-week “New York. Interrupted� studio intends to expand on the sectional analysis of Manhattan. The main purpose is to explore the potential of urban infrastructure as a destination as well as a supportive part of city organism. As an extension of high line, the project takes a different approach weaving diverse public spaces, combining linear pathway as well as urban programs, creating a vertical public assembly that provides public facilities and reduce urban footprint.
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Master plan
Horizontal Span
weaving
vertical growing
vertical differential
Interweaving concept
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Section
Interior perspective
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Material Efficiency and Sustainability
3D Fibre Sandwich Structure Spring 2011 Seminar Instructor: Christiane Sauer Collaborator: Runsheng Lin Software: Rhino,Vray, Illustrator, Photoshop, AutoCAD
The seminar aims to explore potentials of material and apply In architecture. In this project, the potential of soft sandwich structure is explored. Fiber, which is commonly considered as linear materials taking only tension is chosen as the core layer material. Through braiding techniques, soft linear material begins to take compression because of friction as that is in textiles. Several parameters of the soft sandwich structure is included into experiment, such as core material, braiding pattern, braiding density.Visual and mechanic Properties are also tested. The final product of the research is material-oriented, performance building envelop.
3D Sandwich Structure
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Plant Fibre ADVANTAGE
DISADVANTAGE
Reuseable
High tensile strength
Low compressive strength
Low tech
Degradable
Infinite length
Various quality
Multiple output
Low density
Local
flammable
Compression Strength
Visual effect
Braiding
Regrowable
Sandwich Structure
Shear resistence
3D Fiber Sandwich Structure
Storage
Green Facade
Kindergarten
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Mechanical properties
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Material performance
Core: transparent polycarbonate tube Panel: polycarbonate
Core: cotton fiber Panel: polycarbonate
Core: hemp fiber Panel: polycarbonate
Material shift
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1. Green wall
1:50 Model
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2. Storage wall
1:2 Model
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3. Kindergarten playroom wall
1:5 Model
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Hook and Loop
Crocheting Algorithms and Fabrication in Architecture Spring 2011 Seminar Instructor: Gisela Baurmann Collaborator: Ida.D.K Tam Software: Grasshopper, Paneling tool, Rhino,Vray, Illustrator, Photoshop
In this project, crocheting algorithms are explored as innovative fabrication techniques in architectural design. Crocheting activates a single line—the thread—to generate an elastic surface by moving around and through an empty core. The topology of a crocheted fabric is relatively complex: The thread follows a loopy path along its row, with the loops of one row being pulled through the loops of the row subjacent to it. The elasticity of a crochet piece is unavailable from woven fabrics, which only stretch along the bias.
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Slip crochet stitch trajectory diagram
Popcorn crochet stitch trajectory diagram
Chain crochet stitch trajectory diagram
Single crochet stitch trajectory diagram
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1. Physical model and material shift Plastic band/ Double crochet stitch
Elastic/ Boullion crochet stitch
Cotton yarn/ single crochet stitch
Plastic rope/ single crochet stitch
Metal wire/ single crochet stitch
Plastic tube/ single crochet stitch
Cotton yarn/ Multiple corchet stitches
Paper/ single crochet stitch
Material shift
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2. Math plugin and paneling tool
Geometry: Moebius Strip Closed Stitch: Double crochet stitch Parameters Minimum u Maximum u Minimum v Maximum v PointCount u PointCount v Function X(u,v) Function Y(u,v) Function Z(u,v)
0 2*PI -PI PI 17 4 sin(u)*(-2+v*sin(u/2)) cos(u)*(-2+v*sin(u/2) v*cos(u/2)
Geometry: Enneper 4 Stitch: Single crochet stitch Parameters Minimum u Maximum u Minimum v Maximum v PointCount u PointCount v Function X(u,v) Function Y(u,v) Function Z(u,v) Variables
0 1.2 -PI PI 7 25 u*cos(v)-u^(2* Sym -1)/(2* Sym1)*cos((2* Sym -1)*v) -u*sin(v)-u^(2* Sym -1)/(2* Sym -1)*sin((2* Sym -1)*v) 2/ Sym *u^ Sym *cos( Sym *v) Sym=4
3D printed models
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3. Crocheting algorithms
Crochet stitches
Algorithm I: Grow stitches by row INPUT: stitch control points PARAMETER: distance between stitches number of stitches per row distance between rows
Algorithm II:VB_Grow stitches by row INPUT: stitch control points PARAMETER: distance between stitches number of stitches per row distance between rows number of rows
Algorithm III: Box morph between surfaces INPUT: stitch geometry predefined surface PARAMETER: stitch thickness subdivision number
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Math Geometry Study
Boullion crochet stitch patch
Triple crochet stitch patch
Double crochet stitch patch
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4. Crocheting pavillion predefined surface
control points from stitches
Algorithm INPUT: stitches control points predefined surface PARAMETER: number of sessions number of rows in each session height of unit stitch height ratio of each stitch to unit stitch width of each stitch
Predefined surfaces
Double crochet stitch patch
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1.1 variable=stitch length=2 stitch| csx1-scx2-tsx1-scx3-csx1
1.2 variable=stitch length=1 stitch| csx1-scx2-tsx1-scx3-csx1
no. of cs| 175 stitch length|2 stitch height|0.6
no. of cs| 350 stitch length|1 stitch height|0.6
no. of sc| 284 stitch length|2 stitch height|1
no. of sc| 560 stitch length|1 stitch height|1
no. of tc| 54 stitch length|2 stitch height|3
no. of tc| 107 stitch length|1 stitch height|3
no. of sc| 243 stitch length|2 stitch height|1
no. of sc| 183 stitch length|1 stitch height|1
no. of cs| 78 stitch length|2 stitch height|0.6
no. of cs| 156 stitch length|1 stitch height|0.6
2.1 variable=no. of row=16 stitch| csx2-scx4-tsx2-scx2-scx4-csx2
2.2 variable=no. of row=32 stitch| csx4-scx8-tsx4-scx4-scx8-csx4
no. of cs| 350 stitch length|2 stitch height|0.6
no. of cs| 1400 stitch length|2 stitch height|0.6
no. of sc| 568 stitch length|2 stitch height|1
no. of sc| 2272 stitch length|2 stitch height|1
no. of tc| 108 stitch length|2 stitch height|3
no. of tc| 428 stitch length|2 stitch height|3
no. of sc| 486 stitch length|2 stitch height|1
no. of sc| 1932 stitch length|2 stitch height|1
no. of cs| 156 stitch length|2 stitch height|0.6
no. of cs| 624 stitch length|2 stitch height|0.6
3.1 variable=stitch type stitch| csx1-scx2-bsx1-scx2-bsx1-csx1
3.2 variable=stitch type stitch| csx1-scx2-bsx1-scx2-bsx1-csx1
no. of cs| 174 stitch length|2 stitch height|0.6
no. of cs| 174 stitch length|2 stitch height|0.6
no. of sc| 294 stitch length|2 stitch height|1
no. of sc| 294 stitch length|2 stitch height|1
no. of bc| 15 stitch length|2 stitch height|3
no. of bc| 30 stitch length|2 stitch height|3
no. of sc| 206 stitch length|2 stitch height|1
no. of sc| 206 stitch length|2 stitch height|1
no. of bc| 10 stitch length|2 stitch height|1
no. of bc| 21 stitch length|2 stitch height|1
no. of cs| 79 stitch length|2 stitch height|0.6
no. of cs| 79 stitch length|2 stitch height|0.6
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Chinese Seal Store Interior Design
Yin-Yang Transformation Summer 2007 Competition : Prize of Nomination Instructor: Xiaoguo Xia Software: 3D Max, Photoshop, AutoCAD 2007 Hecheng Student Interior Design Competition
Seal engraving is one of the oldest traditional art in China. In the seals, it is of most importance to reach the balance of rilievi and intaglio which embodies the essence of Chinese traditional philosophy-'yin' and 'yang'. In this project, the essence of seal is transformed into spatial language. The whole space is flowing with both communication and division in different parts. Materials with different textures are carefully chosen for contrastive effects and spatial rhythm, which include marble, brick, wood and printed metal gauze.
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Ceiling Plan 0
1. Antechamber 2. Cash desk 3. Central waterscape 4. Collector area 5. Appreciation room 6. Seal cutting desk 7. Manager office 8. Toilet 9. Locker room 10. Storage
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5m
11. Fibrous plasterboard 12. Luminescent Ceiling 13. 150 down light 3@600 14. Collector area 15. Engraved metal ceiling 16. Fibrous plasterboard 17. Conceal light band
Entrance perspective
Interior perspective
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Construction Detail 1-1
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1. Light-gauge steel joist 2. Fibrous plasterboard 3.150 down light 3@600 4. 15 cream-colored plastering 5. Concealed light belt 6. 800Ă—800 Concrete Board 7. 40Ă—40 angle iron 8. Hanging part 9. Spot light 10. 15 glass floor 11. Glass strut 12. Curved vitrified brick
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Elevation A
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Construction Detail 2-2 1. Aluminium plate 2.24mm Double glass 3. Metal gauze with ink printing 4. Spot light 5. Wood floor 6. Aluminium skirting floor 7. Wood keel 8. Milk glass 9. Fluorescent 10. Sealant 11. Glass frame 12. Screw 13. Glass pillars
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Elevation 1-1
Elevation 2-2
Elevation 3-3
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Interior Perspective
Entrance elevation
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Commercial Hotel Design in Xizhimen Area
Dialogue with infrastructure Spring 2008 Design Studio Instructor: Rongrui Hu Site: Beijing, China Software: 3D Max, SketchUp, Illustrator, Photoshop, AutoCAD
The project locates right on the corner of Xizhimen Flyover, one of the most complex and overloaded transportation node in Beijing. As the city expands, Xizhimen Area has become a most important connection between inner and outer city, where cars can line up for kilometers during rush hours every day. The large transportation infrastructure also leads to severe problems in urban development: shattered texture, little public open spaces, environmental pollution which includes noise, exhaust gas. the hotel benefits from the convenient transportation; however at the meanwhile, it has to face a series of problems brought along by the large scale city infrastructure. The design tends to respond to the dominating transportation system in order to make the hotel unique to the urban context in structure and program. Architectural design, in this case, is extended to an urban scale, making the best of the convenience, getting rid of the negative influences and also contributing to the improvement of the area in terms of environmental quality.
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45km/h
Average Car Speed in Xizhimen Flyover
Beijing North Train Station (in constructuion)
Xizhimen Subway Station
Xizhimen Flyover
enwai
Xizhim
Street
Second Ring Road
land area 1.88 hectare 2 construction area 40784.5 m floor area rate 2.5 greening rate 25.3%
Urban Context in Xizhimen Area
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Area Map in Xizhimen
Historical Images in Xizhimen
Current Images in Xizhimen
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Structure among programs in hotel
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r n Flyove
Xizhime
eet nwai Str
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Xizhime
urban open space
try
Main En y
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Stock Entry
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Staff Entry
eet Beilishi Str
nce Entr
Confere
West Beilishi fourth Street
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Master plan
Street Section of the Hotel and Xizhimen Flyover
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Programs and Circulation
Guests of hotel Conventioneers Stock and freight
F20 Plan
Staffs
F4~F19 Plan
F3 Plan
F2 Plan
F1 Plan
B1 Plan
B2 Plan
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Exterior perspective
West street elevation
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North Elevation
East Elevation
Section B-B
Section A-A
West elevation
South elevation
North street elevation
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Maimai Street Urban Design and Renovation
1= N Fall 2007 Design Studio Instructor: Wei Liang Collaborator: Jieyu Pu Site: Beijing, China Software: SketchUp, Photoshop, AutoCAD
As an ancient royal garden and one of the most famous places of interest in Beijing, Xiangshan Park attracts millions of tourists and citizens every year. Maimai Street, which serves as the only access to the front gate of Park from main streets, is severely overloaded by tourists and traffic in the peak seasons; however, in the meanwhile, needs to face the sharp decline in the low seasons. Even though the street is the only main entrance to the park, housing condition along the street varies and the retailing there is rather depressed. Renovation of the area around is necessary not only for the development of the area but also for the benefits of the locals. The severe contrast between the peak and low seasons is the major problem.A new complete transportation network is developed in the area so as to relieve traffic congestion caused by mixing traffic for various purposes and tourists.The economical structure is also modified. Mixeduse projects, such as hostel, restaurants, bars, coffee shops are introduced to change the current situation that over 85% of the public programs along the streets are retailing. Every house along the street is surveyed and categorized based on the current quality and historical value. Customized renovation strategies are applied to different kinds. The Slow, graduate renovation aims to turn Maimai Street into a destination with unique characteristics instead of pure infrastructure so as to balance the peak and low seasons and develop the area.
Exterior perspective
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Xiangshan Mountain Maimai Street
The Fobidden City
Location map
Renovation strategy
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1. Site investigation
Restaurant/ Coffee shop Souvenir Groceries Store Snack Trees with diameter of a cross-section larger than 750mm
Commerce in Maimai Street totally depends on the tourists to Xiangshan Mountain. Retail business is the major form of commerce in Maimai Street. The vast gap of number of tourists throughout the year has deep impact on the development of commerce.
Commerce type analysis
slope
Topography analysis
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Changes in Amount of Tourists in Xiangshan Mountain/Year
Xiangshan Mountain is one of the most popular places of interest in Beijing, which is famous for the red autumnal leaves. During the peak seasons in spring and autumn, there are up to sixty thousand tourists visiting this place per day. The vast difference between peak and low seasons greatly influences the development of the Maimai Street. As the main access to Xiangshan Mountain, the Maimai Street is over-loaded during peak time while almost empty in low seasons.
Changes in Amount of Tourists in Xiangshan Mountain/Day
Grocery Restaurant Snack store Souvenir Shop Working inhabitants
Working people living outside the area
Population analysis
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2. Renovation strategies
Current road network
New road network
Preservation Slightly Reconstruction Reconstruction Newly Building Lack of Information
Pedestrian Vehicle Parking Lot
Landscape Node Linear Landscape
Road network Bus Stop Bus Line Pedestrian Flow Branch
1=N: Different Identities of One Street During Busy seasons, we maximize the capasity of the Maimai Street and create another entrance to the Street, connecting the street with the south green land. The Maimai Street would appear as a gate of Xiangshan Mountain.
We improve the environment in the Street and upgradinging the commercial Stores along the Street, introducing new programs, change the singularity in commercial type. Space for short-time staying is created.
Programs for Long-time staying tourists, such as family Inns and Art studio would be introduced into the Street, providing continuous purchasing power during offseason.
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North elevation
South elevation
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Reconstruction of Village in Ma’erkang area
Customizing Reconstruction Spring 2009 Competition: First Prize/ Built Ma’erkang Loving Heart Competition Collaborator: Zheng Huang Site: Ma’erkang, Sichuan, China Software: SketchUp, Photoshop, AutoCAD, Ecotect
“Ma’erkang Loving Heart Competition” is initiated by Autodesk Company and Tsinghua University with the theme of housing reconstruction in Ma'erkang area, which suffered from severe earthquake on May 12th, 2009. Eleven designs are chosen as awarded designs and five of them are selected in the actual reconstruction project including this project. The project locates in the Ma'erkang area in Sichuan Province, which was severely damaged in the 5.12 Wenchuan Earthquake. A reconstruction strategy is proposed instead of specific design for sustainability and economical efficiency in the long term. During reconstruction process, materials from temporary shelter are reused in insulation and moisture barrier; local ecological techniques are applied to the new housing. Light wood frame structure is proposed because of the rich timber resources around the area. The interaction between architects and villagers should be emphasized. The government provides financial aid to the villagers; architects offer professional advice and technical support and villagers 'design' their houses by choosing different modules based on different life styles and family structures.
Self-selection: Function Self-selection: Database FileA
Feedback
FileB
Feedback
FileC
Feedback
Self-selection: Techniques and Materials Reconstruction Strategy
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Reused Color Steel Plate
Green House
Hanging Kang Heating System
Double-Channel Chimney
Hogpen and Biogas Pool
Residence Workshop Inn Stockbreeding
Program modules
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N
Housing modules
Wind and lighting analysis
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Double-channal Chimney Tile
Straw Matting 30mm Blue Tile 20mm Staw Matting 10mm Malthoid 20mm Grass Matting
Waterproof Layer
140*140 Rafter 10mm Polyethylene Film 30mm Timber Plate
Dry Grass Matting
20mm Cement Mortar
Timber Roof Structure
100mm Rammed Earth
8mm 1:0.3:3Cement Mortar
50mm Bluestone Panal 4@200 Steel Reinforcement
12mm 1:1:6Cement Mortar
180mm Concrete Strut 50mm Bluestone Bottom
10mm Polyethylene Film Holly Block with Straw
240mm Concrete Strut
50mm Air
Timber Frame
50mm 5125 Color Steel Sheet
1:3Cement Mortar Optional Facing 5APP Waterproof Material 20mm 1:3Cement Mortar 10mm Polystyrene 150mm Wood Board Cross Wood Support
Color Steel Plate
115mm Fire-resistant Brick 20mm Fire-resistant Clay 50mm Flue 20mm Fire-resistant Clay 240mm Fire-resistant Brick
Bick Wall
20mm 1:2.5 Cement Mortar
Green House
10mm Polystyrene 10mm Polystyrene Moister Barrier 150mm Wood Board 50mm Polystyrene
Exploded axonometric
Construction detail
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CONTEXT Site Investigation Pre-design Research Client meetings Site Analysis Schematic Design
REINTERPRETATION
PROFESSIONAL PROJECTS
Design Development Correspondence Meeting Design Research Construction Documents Correspondence
CONCEPT
Meeting Specification Cutsheet Site inspection
TRANSFORMATION
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Project 1: Page 84
Guangzhou Baiyun New City Center and Guangzhou Museum
Guangzhou Well
Spring 2009 Bidding Project
Project 2: Page 94
Museum of Wuxi Ancient Canal Phase I
Information Center and Historic Residence Renovation Summer 2008 Build Project
Project 3: Page 106 Interior Construction
Inside-out Museum
Fall 2011 Built Project (in process)
Easthampton Villa
Project 4: Page 108
Pool House
Project 5: Page 112
Tianjin Binhai New City
Summer 2011 Bidding project
New Tianjin
Fall 2008 Urban Planning (in process)
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Guangzhou Baiyun New City and Guangzhou Museum Design
Guangzhou Well Spring 2009 Bidding Project
Instructor: Wenyi Zhu Collaborator: Qian Shang,Yu Li Site: Guangzhou China Software: 3D Max,Vray, SketchUp, Photoshop, AutoCAD
The new city culture centre locates in the former Baiyun Airport in Guangzhou. The project is composed of a urban design project and four architectural design projects. The concept of urban design "Guangzhou Well" stems from the spatial urban structure and environment of Guangzhou. Three-floor sinking plaza with ceiba tree provids open space with shade and view for the public in respond to the large amount of precipitation and high temperature in Guangzhou. An underground hotel is proposed as in the centre of the plaza. The Guangzhou Well will become one of the urban icon besides the Baiyu Mountain and the Guangzhou Tower . In the design of Guangzhou Museum, the urban concept is carried along. Three underground floors are fully open to the public, directly connecting to the sinking green plaza. Printed wire fence and steel grids are chosen as the major materials of facade, on which collage of the city now and in history will be displayed. A large media "cube" with LED facade inside as well as outside displays the stories of the city, providing different spatial experience for visitors. The Museum tends to go beyond a neutral container for the history, trying to captures the essence of the city not merely in the past but currently.
Guangzhou Well Baiyun New Centre
Guangzhou Tower Zhujiang New Centre
Location map
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Interior perspective
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Section of Guangzhou Well
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N
Master plan
East Elevation
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Concept of movable facade
Cube pattern
Longitudinal section
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Perspective of exhibition hall
Exterior perspective
Perspective of underground entrance
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Museum of Wuxi Ancient Canal Phase I
Information Center and Historic Residence Renovation Summer 2008 Built Project Instructor: Wenyi Zhu Collaborator: Lu Yin,,Yue Wang, Jun Lan Site: Wuxi China Software: SketchUp, Photoshop, AutoCAD
The project locates in the old town of Wuxi in Jiangsu Province. A museum community about canal culture and a renovation project of the old town are proposed. Phase I includes four parts: 1.reconstruction of Qingming Harbor and the Square; 2. restoration of Zhentang Temple and Kangongjiuxihui Temple; 3. A new Information Centre and a Exhibition Wall for new museum; 4. restoration of residence in Qingming Bridge Area. The newly-built information and exhibition wall is inspired by the traditional residences in the old town. The facade of the newly built information center fully has reused the old bricks from the dismantled residential housing. The scale is kept consistent with the Qingming Bridge and the surrounding housing. The 114-meter-long Exhibition Wall is designed according to the history of Ancient Canal. The openings correspond to the important events happened in the history of three thousand years. When walking through the porch, tourists can experience the long history of the Ancient Canal from the artwork inlaid in the Exhibition Wall.
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N
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Historic Residence Renovation
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Master plan
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Renovation area Reconstruction area Qingming square Newly-built area
Renovation and Reconstruction Strategy
Phase I: 7845.3m2
Phase II: 51843m2
Information Center: 1989.6m2
Area of Phase I and Information Center
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People Distribution Area Route for Pedestrian Route for Tourists for Museum Route on Water Route for Tourists for historical relic
Circulation Analysis View node View axis View facade Water view axis
Landscape Analysis
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Collecting bricks from demolished housing
Construction process: Reused bricks and steel structure
Dy n ng in al an eC
ng
Mi
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f th th o bir Re
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in
Ha of nt f th
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Mi
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Construction Detail: Reused bricks and steel structure
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Pespective of Exhibition Wall
1000AD
613BC 1122BC
Art installation in the Exhibition Wall describing the history of the Ancient Canal
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N
First Floor Plan
N
Second Floor Plan
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7900
LMC8
200
男卫生间
3650
600 100
400
50雨水管
100钢制雨水管
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200
商铺
LMC6
300
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7900 300
350
400 550 600600600200600200 250 400 200 200 200 400 200 200
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900 900 600 600
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-0.200
5300
1 放大平面图详见 -
LMC7
600
LM1
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LC2 LC2
100
LC3
250 -0.200
女卫生间
±0.000
LMC6
LMC6
250
I-C 4
LC2
I-B
LC3
3200
300 600600
LC1
LC2
LC3
900 600 600600 900
500
300200
原建筑墙体
LC1LC1
400
LC2
上 200 1600 250 350
300300 600600 300 1850 500
200 200
-0.200
I-A 2
1
6
8500
23
2600
300 1600
200
200 200 50150 200 2001200150 200 400 50 200 200
200
1000300300
400
5150
3
4号楼梯详见 -
-0.200
3000
5
I-D
2400
200
±0.000
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LC2
I-E
20600
300 300
7200
7900
LMC8
600
1900
7200
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350 400
MM1
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500950
LM1
2400 1700 600 1600 600800 900
LC2
300300
LC2
500
7200 20850
4150
LC2
300
300 300
1200
1640
5300
下
600800600
±0.000
1%
坎宫救熄会墙体
200200
1600
-0.015
2000
600
-0.200 300
下
3200
250
4200 200200200 1600 1540
200
450450
-0.200
上
NM1
3000
下
I-D
8500 200 2400
7200
450450450
400 200 1600 250 350
250
-0.700
250
8500 200200 200200200200 200 200 200200200 200 200 1800 1100 1000 550 1200 1010 1100
1300
200
600
8150 200 2400
2450
300 500200 2400
I-E
I-C
I-5
300
300
1 1:50
- 3号楼梯详见 23
3
6
I-4
250
I-1
5
1
I-3 29650
I-B 3200
I-2
600 650 200 150 200 200 800 200 50 200 200 200 200 250 3000
I-1
2400
300
100
5300
400 100
300300
100 400 100
I-C
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300300 300
I-A
博物墙与南段相连
8500
4200
29350
I-1
I-2
I-3
I-4
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I-5
First Floor Construction Plan ofаቲᒣ䶒മ Infomation Center I I-1
I-2
I-3
I-4
I-5
29900 300
8150
250
4200
1700 500
350
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7200 600
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LC1LC2
LC3
900 600 600600 900 300200
LC1LC1 LC2
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1200
300300 600600 300 1850
200 200
4号楼梯详见 -
I-B
200 1600 250 350 3200
LC2
300 600600
300
LC3
I-C
280X13=3640
300300
100 200
3200
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LMC9
4.200
20950
280×12=3360
300 5300 1600
7200
I-B
LMC9
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1250 300
1 放大平面图详见 4
做法详见 2 25
下
7900
300 300 1600
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I-D
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商铺
LMC11
LMC9
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LMC10
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暗埋 Ø100地漏
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LC3 LC1 LC1
100
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300 100钢制雨水管
300 300
300 300
4.200
LC2
7900
1600
LMC11
5300
雨水管 =100
LC1 LC2
LMC8
7900
300300
LMC56250
3000
100
200 200 200
100
1600
LC3
1%
200
300
200
300
暗埋 Ø50地漏
1%
1600
300
I-E
1300
600
500
550 500
550
280X12=3360
350
350
1200
450 3000 7200
300300 300 300 500600600 900 600600 600 900 400950
20950
I-C
280X13=3640
下
钢结构玻璃雨棚详见厂家设计图纸
I-D
8500
8200
- 3号楼梯详见 23
I-E
8500
500
I-A
I-A II-1 8150
8500
8500
4200
29350
I-1
I-2
I-3
I-4
I-5
Second Floor Construction Plan of Infomation Center I Ҽቲᒣ䶒മ
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灰色涂料 灰色小青瓦屋面
钢梯由厂家配合设计 10.187(结构标高 )
10.600
10.300
高度以实测为准 参照原有住宅
10.187(结构标高 )
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8.200
5987
4000
钢结构玻璃雨棚详见厂家设计图纸 10387
木地板
10387
4.200
1200
4.200
600 3.600
3000
2100
±0.000
4200
3600
广场铺地
±0.000
200
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-0.200
-0.200
4200
8500
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8150
ࢆ䶒മ
29350
I-5
I-4
I-3
I-2
I-1 做法详见 1 26
灰色涂料
钢梯由厂家配合设计
灰色小青瓦屋面
参照原有住宅 10.600 10.187(结构标高 ) 高度以实测为准
10.187(结构标高 )
1987
10.300
5987
1000
8.200
1050
3000
10387
木地板 4.200
4.200
600
1200
10387
150X150钢制方管
钢结构玻璃雨棚详见厂家设计图纸 4.200 4.200
Section 3-3
3600
3000
4200
3.600
花岗岩地面
±0.000
±0.000
-0.200
200
200
±0.000
8150
8500
8500
-0.200
4200
ࢆ䶒മ
29350
I-1
I-2
仿木铝合金窗
I-3
清水砖墙
I-4
灰色涂料
灰色小青瓦屋面
10.187(结构标高 )
10.600
10.300
10.187(结构标高 )
1987
1987
8.200
Section 4-4
I-5
高度以实测为准 参照原有住宅
8.200
钢结构玻璃雨棚详见厂家设计图纸 10687
4001050
3400
4600
4600 10387
3.600
3.600
3.600
3600
3600
±0.000
±0.000
500
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-0.200
-0.500
4200
8500
8500
8150
29350
I-5
白色喷涂
I-4
清水砖墙
钢梯由厂家配合设计
I-3
I-5
白色喷涂
I-2
白色喷涂
I-1
清水砖墙
Elevation1-5 ~ 1-1
灰色涂料
钢梯由厂家配合设计
灰色小青瓦屋面
10.187(结构标高 )
10.600
10.300
高度以实测为准 10.187(结构标高 ) 参照原有住宅
1987 5987
600
8.200
钢结构玻璃雨棚详见厂家设计图纸 4001050
木地板 4.200
10387
10387
4600
3.600
1200
4.200
600
3.600
4200
3000
广场铺地
±0.000
±0.000
±0.000
200
200
-0.200
I-1 ・䶒മ
-0.200
4200
8500
8500
8150
29350
I-5
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I-2
清水砖墙
I-1
ࢆ・䶒മ
Section 5-5
屋面1
棚1
1 1:20 楼1
4
1:20
地1
棚1
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1:20
1:20
楼2
2
楼1
1:20
1 1:20 参楼2
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1:10
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Construction detail
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Entrance of the Information Centre
Qingming Square
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Second Floor of the Exhibition Wall
Second Floor of the Exhibition Wall
Facade of the Exhibition Wall
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Interior Construction
Inside-out Museum Fall 2011 Built Project (in process) Design Phase: Interior Construction Document Company: OBRA Architects Design team: Pablo Castro, Kang Shin Kook, Koizumi Atsushi, Peng Chaiyu Site: Beijing, China Software: AutoCAD Major responsibility: construction drawings, checking red-line, client liaison, keeping meeting minutes, correspondence, developing cutsheet, translating
The project locates in the suburban area of Beijing, part of a building complex designed by CAG (China Architecture Design & Research Group) which includes interconnected workshops, studios, an art center and a museum. The area is an emerging suburban art center attracting a number of designers and artists in and out of Beijing. With continuous communication with the client and the local design institute, the interior construction project aims to fully realize the vision of the client which is simple, open and modern, resonate with the design concept of the LDI. and provide insight professional modification suggestions for potential problems for future use. Design harmonized with the serenity of the natural space through the use of defuse cove light, natural materials, ethereal colors, focusing in details and quality control with full consideration of local construction capacity and accessibility of materials.
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Easthampton Villa
Pool House Summer 2011 Bidding project
Design Phase: Schematic Design Company: David Ling Architect Design team: David Ling, Shari Schneit, Danny Dangel Software: Photoshop, Rhino,V-ray Major responsibility: developing concept, 3d-modeling, rendering, post-production
A waterfront property locates in a previous bay in East Hampton with well-preserved natural vegetation and open scenery towards the sea. Design resonates with the tranquility of the environment and minimalism aesthetic sense of the client, fully realizes the vision of the client, creates open flowing interconnected interior and exterior space with through minimum architectural components. Form meets function for a single artist with great interest in nature and swimming and also available for occasional intimate party with friends.
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Pool perspective
Exterior perspective
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Design Development Sectional Model
Leblon Office Building Jan 2012
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Design Phase: Design Development Company: Richard Meier & Partners Architects LLP Major responsibility: facade, partitions, floor plates, context Collaborator: Steven Sze, Kevin Browning Scale: 1:100
Design Development Model
Mitikah Office Tower Dec 2011(in process) Design Phase: Design Development Company: Richard Meier & Partners Architects LLP Major responsibility: partitions, shadow box details, louvre details Collaborator: Steven Sze, Kevin Browning Scale: 1:500 and 1:200
Facade of the Exhibition Wall
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IFoU the Randstadt Challenge
Bridging the islands Summer 2009 International joint design studio Instructor: Marc Aurel Schnabel, Hendrik Tieben, John Westrik Collaborator:Yiling Lin, Huijun Zeng, etc Site: Rotterdam, Netherland
The international joint design studio, as part of the IFOU (international forum of Urbanism) activities on 2009, was held in The Netherlands, hosted by TU Delft. In line with the general goals of the Forum and focus on the up-to-date urban debate, the IFoU Summer School 2009 theme tackled the Dutch government call who wishes that the highly urbanized region in the west of the country - the Randstad - to develop into a sustainable and competitive European top region. The project locates in Kop van Zuid, one of the traditional residential area in Rotterdam. An open space network system is proposed to bridging the separated residential communities. Tianjin Binhai New City
New Tianjin Fall 2008 Internship design project Instructor: Wenyi Zhu Collaborator: Hong zhang, Lu Fan, Qian Shang, Jun Lan etc Site: Tianjin, China
The urban planning project locates in the Tianjin, one of the most important coastal cities in North China. The planning covers 2750 square kilometers, including Tanggu, Hangu, Dagang, Jinnan and part of Dongli District of Tianjin city. Open space network system is essential in the area. Transportation network which allows direct connection to waterfront and comb-like green land system become the major urban structure. Locale and sustainable development strategies are proposed in respect of the unique historical, social and cultural context in each district.
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charcoal sketch I Cave-dwelling in Caijia Village, Shaanxi Province, China, 2007
Pen sketch I Tongtai Bridge, Danxia Mountain, Shaoguan, China, 2008
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Study of Cave-dwelling in Caijia Village, Shaanxi Province I 2007 summer survey internship
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