Zhiting Jin Architecture Selected Works / 2021-2023
Self-build houses extension process in response to shifting needs.
PORTFOLIO / CV
WITHOUT GENTRIFICATION 01
Re-Imagining Of Shenzhen Gangxia Urban Village
Residential Renewal Masterplan | 2023
Tutor: Amin Taha | RCA. ADS5 | Individual
How do you decarbonise Chinese construction habits while attempting to better living conditions without displacing 70% of the urban migrant worker population; living eight to a room and with wc’s and kitchens in the same room? Government’s and resisted solution has been wholesale demolition. Light weight timber upward expansion before some buildings are decanted, replaced with open public space and taller structures. Increasing the local population by 18%, landowners income and reducing government costs.
Figure 1.0
Mapping of the existing Section of Gangxia village street
WHAT ARE THE URBAN VILLAGES ?
DONGGUAN
over 60% a total of 1,892 covering 99km²
13, 430, 000
of people live in of urban villages, of Shenzhen’s urban area
NANSHAN CBD
BAOAN
GUANGMING
LONGHUA
LUOHU CBD
HONGKONG
FUTIAN CBD (GANGXIA VILLAGE)
Urban village
Built up area
HISTORICAL FORMATION
Urban village demolished
Urban village
Village
Urban boundary
Urban boundary
Migrants
Industry area
Rural land
Up town planning
YANTIAN DAPENG PINGSHAN HUIZHOU
LONGGANG
1980 1990 2002
(1) Traditional village
(2) Farmland taken by Urban Expansion
(3) Densified as the population grows
Figure 1.1 Shenzhen Urban Village Distribution Map
POOR HOUSING CONDITION
- No outlook
- Lack of natural daylight / sunlight
- 2- 8 people per room
- No separation of WC and kitchen
30 - 40 floors of Local Government Development
6 - 12 floors average
Figure 1.2 Gangxia Village Aerial view and façade
self-built buildings in the village
total 420 only 5-7m only 1-2m
Main road Alley way
Rents only 25% 56,000 10 - 30m²
people live here for most of the units of nearby residences
WHO ?
Local & Migrant
WHY ?
Occupation
Year of residence %
Monthly salary (yuan)
Family number %
Age %
Figure 1.3 Gangxia Village alleyway
THE STRATEGY
01. Classification of buildings, retention of buildings in good condition and demolition of completely lightless blocks.
02. Linking the preserved blocks into bigger cluster to gain more space and Improved the interior layout, Installation of barrier-free facilities such as lifts.
03. Built 3-4 storied lightweight timber structures roof extensions on the preserved blocks and relocated the residents from the removed blocks. New roofs can be connected and turned into new public spaces
04. New roof will be gardens, agriculture, communal and comercial space. After demolition, public spaces can be parks and squares and new tower can be added to further Increase capacity.
Figure 1.4
New rooftop of the village unleashes the potential of space.
High heat sink & energy consumption, summer overheating / winter
heat loss.
- 1- 2m alleyway, no public realm space.
WHAT WE CAN GAIN ?
-26%footprint 3-4floors
+18%home
The renovation will remove of the existing buildings, releasing approximately of public space. However, by simply extending the roof of the retained building by the capacity will be increased by compared to a traditional concrete structure.
25,000m² +26% -255%co2 ≈60% 100%
of the original. The carbon footprint of the process is reduced by
In the process, the government gain affordable housing equivalent to of the cost of new affordable housing, the landlord would maintain ownership and gain annual income.
buildings removed zoom buildings towers gap fillings gardens plazas
Figure 1.5
The renewed street of Gangha Village, now a leisurely and lively square.
Figure 1.6
Removing plan
Figure 1.7
Filling and linking plan
HOW MUCH THE QUALITY OF LIVING CAN BE IMPROVED ?
N 0 8m 16m 32m 568m² 300%sunlight 20%-200% 6 room types are proposed according to the space conditions and people’s needs. The daylight brought by the demolition can be improve about by re-layout and integration, each unit is able to increase footprint by By reducing redundant stairwells and filling the gap, it is able to gain 10-30m² 1bedroom 1 - 2m N0 Most units are only 2 - 8 people share Spacing between windows is only Separation between the kitchen and bathroom, storage space Preserved removed studio 1 B flat 2 B flat 1 B loft 2 B loft 3 B flat Figure 1.8 Existing cluster plan Figure 1.9 Proposing cluster plan Figure 2.0 Removed building now becomes courtyard.
- Existing public space
- Existing staircase
Figure
2.1 1 bedroom loft unit living Scene 1 BEDRROM LOFT
1 F 2 F
Existing plan
Figure 2.2 window/facade views Renewed villages
- Lack of natural daylight / sunlight / outlook
CHONGQING STATION 02
Train Station Roof Park That Filling The Gaps In The City
High Speed Railway Station | 2022
Tutor: Amin Taha | RCA. ADS5 | Individual
How do you redeveloped a long-deserted railway station in the centre of Chongqing with greener and cheaper materials and restore an entire district? Chongqing Railway Station, located in the Caiyuanba area, was built in 1952. Due to the mountainous terrain, this area has been disconnected from the main urban area and has been in decline for a long time. High-speed railway stations in China are often designed to be grand, isolated, landmarks, and the offical new plan for this site is no exception.
Figure 2.3
Structural section shows how to fix urban spaces
In 2020, Chongqing released a plan to renovate the Chongqing station over the next five years, with plans to build a comprehensive hub centre that will be connected to Chongqing East Station and Chongqing North Station.
The new railway station will be a two-way station with seven platforms and 12 lines, and the size of the station building will be limited to 60,000 square metres.
ISOLATED SITE BUT IN THE HEART OF THE CITY
Caiyuanba District
Nanan District
Yubei District
Lianglukou District
World Trade Center Liberation Monument
Chongqing People’s Square
Liziba
Hongyadong
Chaotianmen
SITE
Figure 2.5
Yuzhong Peninsula map
Figure 2.6 Site section
Figure 2.4
Chongqing’s new high-speed railway planning route map
The only pedestrian access
ROOF PARK LINKING THE SITE
01. Walkway entry to Roof Park 02. Hill City Escalator 03. Elevator 04. Stairways 05. Highway entrances to station 06. Hill City walkway 07. Sation Roof Park 08. Riverfront Park 09. Dockside 10. Riverfront walkway 11. Taxi depots 12. Bus depots 13. Station History Museum 14. Underground entrances Original trees New landscape tree
01. Stone ribs with etfe glass pillows 02 Stone vault with grass and trees 03 Park with 4 buildings 04 Full buildings development 01 02 03 04 DIFFERENT ROOF DEVELOPMENT OPTIONS MORE THAN A PARK: N 0 50m 100m 200m
Figure 2.7
plan
Different roof development options Figure 2.8 Master
DOME LIGHT AS A GUIDANCE
The vaulted ceiling opens up to meet the light requirements of the interior and creates a unique atmosphere. The light also acts as a visual guide to the space, suggesting the functional properties of the different spaces and helping passengers to find their way around more quickly.
The rooftop park is connected to the riverfront park pier and the hillside, with a hiking trail and fast direct access to the city lift, which greatly enhances the connectivity of the area to the main city, while the new separate entry lane alleviates the traffic pressure in the area.
01. Planting soil 02. Postension stone beam
03. Skylight
04. Limestone tile 05. Timber frame window 06. hardwood beam & column
07. CLT softwood slab
08. Hill city walkway
09. Entrance to platform
10. trainrail
11. Exit channel
12. Entance plaza
13. Commercial service
14. Overlook
0 25m 50m Figure 3.2 Functional section
15. Underground tunnel
POST TENSIONING STONE VAULT
TYPICAL UNIT - STRUCTURAL SECTION
01 Pathway 02 Trees and plantings 03 Tree ball 04 Picket rail 05 Hand rail 06 Planting soil 07 Ppst tension stone rib 08 Insulation layer 09 Void former 10 Drainage layer 01 Limestone beam 02 Insulation 03 Vapor retarder membrane 04 Thermal cellulose insulation 05 waterproofing Drainage layer 06 Reservoir layer Filter fabric 07 void former 08 planting soil 09 cement 11 Marble slab 12 CLT slab 13 Hardwood beam 14 hardwood column 15 limestone platform 01 02 03 04 06 07 08 09
- structural section Refer detail 01
3.5 Refer detail 01
Figure
3.3 typical unit
Figure
ETFE PILLOWS & HARDWOOD TIMBER FRAME
TYPICAL UNIT - WINDOW SECTION
01 Hardwood beams 02 ETFE pillows 03 Hand rail 04 Picket rail 05 Post tension stone rib 06 Tension steel rod 07 plantings 08 Planting soil 09 Drainage layer 10 Marble slab 01 limestone beam 02 SS rod 03 limestone tile 04 basil cement 05 Insulation 06 Vapor retarder membrane 07 Thermal cellulose insulation 08 waterproofing Drainage layer 09 Reservoir layer Filter fabric 10 planting soil 11 drain 12 pipe 11 CLT slab 12 Hardwood beam 13 limestone platform 01 03 04 05 06 07 08 09 10 11 12 02
Figure 3.6 Refer detail 02 Refer detail 02
Figure 3.4 typical unit - window section
CARBON COPY
Alternative Materials For Airport And Big Sheds Typology
Airport | 2022
Tutor: Amin Taha | RCA.
ADS5 | Groupwork
We are in a climate emergency. The construction industry contributes an estimated 40% of total carbon emissions in the world annually. 11% of which resulted from manufacturing materials and products such as steel, cement and glass, which has always been the superior choice for airport construction. With these two facts in mind, this research investigates the methods and envirionmental impact of the biggest airport terminal in Spain:Terminal 4, Barajas Airport. Through a detailed analysis of the existing condition, we propose alternative solutions that are both econimcally viable and radically better for the environment.
Terminal 4, Barajas Airport, designed by Rogers Stirk Harbour + Partners and Estudio Lamela, is a typical modular design building constructed mainly of steel and concrete. This project uses a typical Structural bay of the terminal as a research module.
Through this research, we have concluded that by changing materials and construction methedology it is possible to build a carbon copy development of that proposed by Rogers Stirk Harbour + Partners that is faster, cheaper and greener.
EMBODIED CARBON COMPARISON
98.4% IN EMBODIED CARBON
04
47.1% IN PROJECT COST
COST COMPARISON
Figure 4.4
Exterior view of Terminal 4, Barajas Airport
CARBON COPY B
TYPICAL STRUCTURAL BAY SECTION
1:200
Section Refer Detail 2 Refer Detail 3 Refer Detail 4 -15.135m -8.400m ±0.000m 5.775m
Timber roof with stone tiles + hybrid timber/stone support + timber facade + stone slabs & beams
Front
72 m
We have investigated four options, two carbon copies and two what if...options to assess which method is the greenest, fastest and cheapest. Our investigations show that with extended thinking about material qualities, Structural feasibility and detail node construction that it is possible to build carbon copies of the Barajas Terminal 4 that are cheaper and greener.
Carbon copy B uses mainly stone, making it almost a zero embodied carbon solution. Theoretically, stone can be used half of the volume compared to the existing building which can help reduce almost half the price and make it the best choice in carbon copy.
AIRPO R TS AND BIG SHEDS Royal College of Art ADS 5 2 0 2 10 20M 1:200 Stone foundation beams 20mm thk. limestone tile 50 0x750mm section Glulam hardwood secondary beam hardwood purlins 5mm laminated bamboo strips Stone slab Stone slab Post-tensioned stone beams Stone columns Hardwood branches Stone column support 150 x 40 0 mm Hardwood 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11
MENU OF COMPONENTS
ROOFING DETAILS
CARBON COPY B
ADS 5
V-SUPPORT DETAILS
0mm Hardwood glulam column
70 0x70 0mm Hardwood glulam column
steel plate Timber+stone “V”-supports 5 6 7 8 Royal College of Art
20mm Cross connection steel plate Timber+stone “V”-supports 1 2 3 4 5 6 7 8 1 2 3 4
20mm Cross connection steel plate Timber+stone “V”-supports connection detail isometric
40mm Bearing steel plate
40mm Connection steel plate
40mm Bearing steel plate connection detail isometric cutaway
40mm Bearing steel plate
5 6 7 8
70 0x70 0mm Hardwood glulam column
60mm Tension rod 20mm cement
40mm Bearing steel plate
60mm Tension rod 20mm cement
700x680 Laminated Limestone
700x680 Laminated Limestone
40mm Bearing steel plate
cement
60mm Tension rod
steel plate
20mm Cross connection 1 2 3 4
60mm Tension rod
700x680 Laminated Limestone
Timber+stone “V”-supports connection detail section Timber+stone “V”-supports
40mm Bearing steel plate 40mm Connection steel plate
700x680 Laminated Limestone
40mm Connection steel plate
AIRPO R TS AND BIG SHEDS Royal College of Art ADS 5
cutaway 1 2 3 4 5 6 7 8 2
4 5 6 7 8
3
20mm cement 70 0x70 0mm Hardwood glulam column
40mm Bearing
20mm Cross connection steel plate
detail isometric 8 1 2 3 4 5 6 7 8
connection
20mm
40mm Bearing steel plate connection detail isometric cutaway
40mm Connection steel plate
Y-SUPPORT DETAILS
Timber+stone “Y”-supports connection detail isometric
Timber+stone “Y”-supports connection detail isometric
Timber+stone “Y”-supports connection detail isometric
ø250mm Hardwood glulam column
Timber+stone “Y”-supports connection detail isometric
20mm Cross connection steel plate
ø250mm Hardwood glulam column
20mm Cross connection steel plate
20mm Bearing steel plate
20mm Bearing steel plate
60mm Tension steel rod
800x700x690mm
20mm Bearing steel
Laminated tension linestone column
60mm Tension steel
40mm Joint steel plate
20mm Cross connection steel plate
20mm Bearing steel plate
ø250mm Hardwood glulam column
40mm Joint steel plate
20mm Bearing steel plate
20mm Cross connection steel plate
60mm Tension steel rod
800x700x690mm
20mm Bearing steel plate
20mm Bearing steel plate
40mm Joint steel plate
40mm Joint steel plate
Laminated tension linestone column
800x700x690mm
Laminated tension
linestone column
20mm Bearing steel plate
60mm Tension steel rod
800x700x690mm
Laminated tension linestone column
Timber+stone “Y”-supports connection detail
cutaway
1
2 5
7
4 3
6 7 AIRPO R TS AND BIG SHEDS Royal College of Art ADS 5
cutaway
5
ADS 5
4 3
6 7 AIRPO R TS AND BIG SHEDS Royal College of Art
cutaway 1 4 3 2 5 6 7 1 4 3 2 5 6 7
1 4 3 2 5 6 7 1 4 3 2 5 6 7
cutaway
Y-SUPPORT DETAILS
T imber+Stone
connection detail isometric cutaway AIRPO R TS AND BIG SHEDS Royal College of Art
5 Steel brack et 40mm Tension steel rod 60mm Laminated tension linestone column 80 0x70 0x690mm 20mm cement 1 2 3 4 5 6 1 2 3 4 T imber+Stone
connection detail isometric cutaway 30mm Anchor bar Steel brack et 40mm Bearing steel plate 40mm Tension steel rod 60mm Laminated tension linestone column 80 0x70 0x690mm 20mm cement 1 2 3 4 5 6 1 2 3 4 5 6 T imber+Stone “Y”-supports connection detail isometric cutaway AIRPO R TS AND BIG SHEDS Royal College of Art ADS 5 30mm Anchor Steel brack et 40mm Bearing steel plate Tension steel rod 60mm Laminated tension linestone column 80 0x70 0x690mm 20mm cement 1 2 3 4 5 6 1 2 3 4 5 6 imber+Stone “Y”-supports connection isometric cutaway 30mm Anchor bar Steel brack et 40mm Bearing steel plate 40mm Tension steel rod 60mm Laminated tension linestone column 80 0x70 0x690mm 20mm cement T imber+Stone “Y”-suppo connection detail section 1 2 3 4 5 6 1 2 3 4 5 6
“Y”-supports
ADS
“Y”-supports
EMBODIED CARBON
CARBON COPY B
COST ANALYSIS
KING BOAT CEREMONY 03
Carnival Masterplanning To Rejuvenate A Dying Custom (competition First prize)
Carnival Masterplanning | 2019 - 2021
Competition | Xiamen University | Individual
Apart from sealing our traditional culture into a gallery, how can it be truly remembering and celebrating? In this competition, the organisers asked us to design a Museum in the Shapaowei community to honouring the culture of “King Boat Burning Ceremony”, which is an ancient regional tradition that is currently disappearing as the urban renewal takes place. The real danger comes from the fact that the younger generation is no longer involved in such traditions; how can rituals be re-imagined to preserve the memory of traditions and engage young people?
I have planned a festival carnival in turning the original customs into a series of activities to catch young people’s attention and participate in it, according to the process route of the ceremony, I selected four site as the hosted sites, and designed a series of space for the carnival. Part of the space is designed as modular and can be used in different sites, so that it can move with the process of the festival ceremony.
Figure 3.5
Section of the gods ship’s shipyard
HERITAGE CRISIS IN THE SHAPOWEI COMMUNITY
“King Boat Burning Ceremony” It is a sacred custom popular among the Tankas ”People living on boats“ It is a belief custom for Tankas to pray for peace and harvest by worship the sea gods in the form of “burning boat by the sea”.
As a Tankas’ settlement, Shapowei is the core ceremony area. In recent years reconstruction, the traditional fishing port has reformed as commercial street, which occupyed traditional customs hosted space, traditions are disappearing in this region.
BEFORE 1900 THRIVING
01 02 04 1950S FESTIVALIZATION
N 0 200m 400m
1950S
2000S GLOBALISATION INVASION
FESTIVALIZATION
Figure 3.6
Map of Shapaowei, Xiamen Island
Figure 3.7 timeline collage
STRATEGY: CAN WE REIMAGINE IT AS A CARNIVAL?
ORIGINAL PROCESS
30
NEW EVENTS PLANNING
8:00-10:30
10:30-11:30
Put
SPACE FOR EVENTS
KINGBOAT'SSHIPYARD LUNCHINGPORYT
1. BUILDING KING BOAT
GODS SHIP WORKSHOP
FLOATING THEATHER
WISHING PLAZA
2. GREETING CEREMONY
01. Building process visit 02. Handicraft workshop 03. Cultural gallery
01. Watching show 02. Drifting with Wang Chan
01. Throw wish in ship 02. food market 03. Souvenir market
days before Making the king boat. Making paper art.
Drama play. Lunching boat to dock.
offerings into boat Distribute benefits.
14:30-17:30
18:30-0:00 Fire
CARNIVAL PARADE BLESSING EVENING IGNITION SHOW
4. GOD SHIP PARADE
5. SHIP PRAY
CARVIVALPARADESTREET CAMPFIREBEACH 01. carnival parade 02 Souvenir stamp 03. Moving show play 01 Watching show 02 Exchange gifts 01.burning King boat 02 food market
6. BURNING GOD SHIP
the King boat around community to seaside.
Parade
the gold paper on the ship.
17:30-18:30 Put
the King boat to ash.
02 LUNCHING PORT
! watch them making King boat! also tying workshops and gallery! What‘s on the roof? I want to try that floating cabin ! 01 02 03 04 05 05 06 07 08 09 03 02 01 01. Culture gallery 02. Workshop 03. Virtual making 04. Product store 05. Manufacture area 06.Souvenir street 07. Restaurant 08. Timber-frame 09. CLT Roof Figure 3.8 Core area master plan
01 KING BOAT'S SHIPYARD
Hey
Figure 4.1 King boat’s shipyard
Figure 4.2 King boat’s parade
Figure 4.3 Ignition show
HAND DRAWNINGS SELECTIONS. 2018-2019
SELECTED EXTRAS
HANDDRAWINGS
Figure 4.8 santiago de compostela cathedralthe war- 2119
Figure 4.7 Xiamen Street Sketching war- 2119