Willa Ponimin Portfolio May 2018

Page 1

WILLA TRIXIE PONIMIN architecture portfolio | selected works 2015-2018


WILLA

willa_ponimin@mymail.sutd.edu.sg +65 9321 3852

TRIXIE PONIMIN

郭 嬊 妍

EDUCATION SINGAPORE UNIVERSITY OF TECHNOLOGY AND DESIGN (SUTD)

SEPT 2017-PRESENT

SINGAPORE UNIVERSITY OF TECHNOLOGY AND DESIGN (SUTD)

MAY 2014-AUG 2017

Master of Architecture, Architecture and Sustainable Design (ASD) Expected Graduation : August 2018

Bachelor of Science, Architecture and Sustainable Design (ASD) Focus Track : Architectural Science & Technology, CGPA 4.15/5.00 Magna Cum Laude

MASSACHUSETTS INSTITUTE OF TECHNOLOGY (MIT)

Winter Independent Abroad Activity Program Joined Infrastructure Design for Climate Change & HST Maker Lab: Construction Sets for Health Course

SINGAPORE INSTITUTE OF MANAGEMENT (SIM)

JAN 2017

OCT 2012-MAR 2014

Diploma in Management Studies, Awarded SIM DMS Gold Award for Cumulative Highest Score

WORK EXPERIENCE 3PARCHITECTS, M. ARCH STRUCTURED INTERNSHIP

SEPT 2017-DEC 2017

DP ARCHITECTS, DP SUSTAINABLE DESIGN INTERN

MAY 2016-SEPT 2016

ARUP SINGAPORE, ENVIRONMENTAL SUSTAINABILITY DESIGN INTERN

MAY 2015-SEPT 2015

i

Designed Basketball Court Parametric Shelter with Green Modular Roof Collaborated in Design Competitions : HDB, Community Club, University Campus, Healthcare Designed Way Finding Sign for Kebun Baru Community Club

Researched and Joined Training on Sefaira Building Performance Software Collaborated in Project Analyzing Solar Radiation on Facade using Ecotect Collaborated in Project Designing Sustainable Urban Planning Strategy Created Building 3D Model for IES Simulation & Analyses Project Compliance for Green Mark Submission Collaborated in Spiral Staircase Performance Data Collection on Site


ACADEMIC RESEARCH PROJECT M. ARCH THESIS : ACOUSTIC COMFORT IN NATURALLY VENTILATED SPACE

Problem Scoping & Research Methodology, using Pachyderm Acoustic & Autodesk CFD for Simulation

SEPT 2017-PRESENT

ASD OPTION STUDIO : URBAN FLOW

JAN 2018-MAY 2018

SUTD CAPSTONE 2017: RAMMED EARTH MODULAR BUILDING SYSTEM

JAN 2017-AUG 2017

Studied & Analyzed Pine Cone Performance in Disrupting Air Flow, Designed Soft Robotics Actuator based on Pine Cone Movement Designing Building Facade Element Inspired by Pine Cone to create Air Flow Pattern that Increases Comfort Research about Rammed Earth Material and Engineered the Material to Fit Modular Fabrication Cross Collaboration Team of Architecture & Material Engineering Final Year Students Designed Internal Double Wall System to Maximize Natural Ventilation for Tropical Setting

CO-CURRICULAR ACTIVITIES SUTD UNDERGRADUATE TEACHING OPPORTUNITY PROGRAM

3.007 Introduction to Design Teaching Assistant Provided Consultation for Student Design Project Related to Technology & Human Body

ASD CAMP 2016: PERSPECTIVE

Group Leader & Publicity Committee Lead Group Bonding, Collaborated in Camp Booklet and Publicity Material Design

SEPT 2016-DEC 2016

AUG 2016-SEP 2016

ILIGHT MARINA BAY 2016

MAR 2016

SUTD OPEN HOUSE 2016

MAR 2016

Bamboo Dome + Bench Fabrication and Workshop On-site Light Installation Fabrication, Handling Bamboo Material & Joint

Assembled vMesh 3D Printed Joint Pavilion

SKILL SET & ADDITIONAL INFORMATION

Profecient in Rhinoceros, Grasshopper, Sketchup, Revit, Adobe Photoshop, Adobe Indesign Profecient in DIVA, Ecotect, Sefaira, IES, Autodesk Flow &CFD Fluent in English & Indonesian (spoken & written), Chinese (spoken) Enjoy Swimming & Singing

ii


iii


PROJECTS

01 WALKABLE & LOW ENERGY COMPLEX

Investigation on effective design for walk ability and low energy consumption

Advanced Topics in Performative Design : Urban Sustainability | 2018

02 CURVY LIBRARY

Controlling Natural Lighting Quality through Geometry

Advanced Topics, Daylight and Electric Lighting: Gathering Space Design | 2017

PERFORMATIVE DESIGN 03 RAMMED EARTH TROPICAL BUILDING SYSTEM

Development of Earth as Building Material for Natural Ventilation

Capstone | 2017

04 WINDSCRAPER

Study on Pine Cone in Designing an Aerodynamic Space

Architecture Option Studio III | 2018

FUTURISTIC ARCHITECTURE 05 CHINESE RESETTLEMENT VILLAGE

Re-designing resettlement for evicted villagers due to development in China

Architecture Option Studio II | 2017

06 GROUNDWARD VILLAGE

High Density Housing Complex in Redhill, Singapore

Architecture Core Studio III | 2016

HOUSING iv


01

WALKABLE & LOW ENERGY neighboUrhood Advanced Topics in Performative Design : Urban Sustainability Group Project Term 9 | 8 weeks | 2018 Sustainable Urban Neighborhood Tampines West, Singapore Mentor

: J. Alstan Jakubiec

Group Members : Joei Wee Shi Xuan Chan Wi Leen Lim Jayne Pham Phuong Nhu

1


Walkable & Low Energy Neighbourhood

2


00-baseline

01-remove roads, remodel canal into ABC water body

Avg EUI 107.19 kWh/m2

02-branch water body to zone pocket of lands

Avg EUI 107.24 kWh/m2

Observation on Energy Usage Impact upon Addition of Trees on Terracing Balcony

Avg EUI 97.87 kWh/m2

kWh/m2 96.5

103.5

110.5

Hol

es

Avg EUI 101.98 kWh/m2

Res i

den

Avg EUI 93.1 kWh/m2

Avg EUI 93.02 kWh/m2

Residential

Office

Commercial

Observation on Energy Usage Impact upon Rearrangement of Typology Placement

3

kWh/m2 96.5

103.5

110.5

tial


DESIGN

03-form water catchment areas, extending park

Voi d

Var y

05-develop pavement network

Ter rac e

s

Dec k

ing

04-add building massing

DEVELOPMENT

Hol

es

Mix

ed

Use

Con

nec

tion

s

Walkable & Low Energy Neighbourhood

4


Density 4.2 FAR

Energy Use in Staggering Arrangement

Envelope Radiation 110.5

100 MM

103.5

Avg EUI 105.45 kWh/m2

kWh/m2

z=24 m

Average Ground Temperature in Staggering Arrangement

96.5

lux hours

Wind Flow Through Staggering Arrangement

Daylighting 76% occ hours mean cDA value of 300 lux

Energy Consumption Average EUI <102 kWh/m2

0

Building Mass Average Daylight Autonomy 29

100

5

1.35

2.7

Avg T Avg 27.6 oC

0

m/s 0

C

28.15

27.3

300 lux (% occupied hours)

z=30 m

0


Walkabilty 88.8 walk score rating

Comfort Average Outdoor SET 27.4oC

DESIGN

Continuous Daylight Autonomy

Water 0 water run off during 100 mm rain event

PERFORMANCE

Ground Condition Data

z=20 m

Air Temperature (oC)

Radiant Temperature (oC)

Wind Velocity (m/s)

PMV

z=75 m

300 lux (% occupied hours)

100

0

Walkable & Low Energy Neighbourhood

6


Water Flow on SIte

Major Flow Lines & Catchment Points

Water Run- off direction

Ground Terrain

7


WATER Pavement

BODY

DESIGN

Lawn with 75% coverage

Green Roofs

Water Run-Off Volume (m3)

Depth of ABC Waters Bio-Retention vs Water Run-Off Volume

Effective Rainfall Values

Retention Depth (mm)

Bio-retention

100 mm rain precipitation Possible runoff : 42,454 m3 500 mm retention : 8% runs off 600 mm retention : 2 % runs off 641 mm retention : 0 runs off >641 mm retention : potential to avoid run off for rainfall>100 mm

Lower Ground Temperature with Branching of Water Bodies

below 24.9

26.3 - 26.75

29.0 - 29.45 31.3 - 31.7 above 33.5

Walkable & Low Energy Neighbourhood

8


Urban Heat Island Effect above 36.2

% time comfortable /

Annual

Aug

Dec

% heat stress

Weather Data at Changi 0.38 / 91.9

Local Temperature with Standardized Height

Local Temperature with Varied Height

Same Height

Avg t.avg 27.6 o

0.19 / 93.9

Varied Height 0.18 / 93.7

Avg t.avg 27.5 o below 23.8

Green Roofs

ABC Waters

9

Canopy


HEIGHT

27.3

96.5

Avg EUI 114.3 kWh/m2

28.15

C

kWh/m2

C

103.5

Avg t.avg 27.5 o

0

Avg EUI 119.42 kWh/m2

28.15

0

29

110.5

Avg t.avg 27.4 o

110.5

Avg EUI 89.6 kWh/m2

103.5

kWh/m2

29

VARIATION

27.3

96.5

Avg EUI 95.46 kWh/m2

Green Terraces

Connecting Bridges

Walkable & Low Energy Neighbourhood

10


UMI Mobility 50

100

Min Max Average

81 92 88.8

70-89

Very Walkable ; Possible to get by without owning a car

Number of Connections

Number of Connections

21

41

11

21

1

1

Residential / Office Amenities Nodes

Step 1: Ensure that all Residential/ Office nodes have at least 1 Amenity Node within 300m

11

Step 2: Determine connectivity of Amenity Node


WALKABILITY

SCORE

Grocery Store Restaurant Coffee Shopping Bank Book Store Entertainment School Residential/Office

Step 3: Place Amenities into Nodes based on connectivity and weightage for walkability, besides those already assigned by zoning

Walkable & Low Energy Neighbourhood

12


02

CURVY LIBRARY Advanced Topics, Daylight and Electric Lighting Group Project Term 7 | 4 weeks | 2017 Gathering Space Design Singapore Mentor

: J. Alstan Jakubiec

Group Members : Gabrilla Samsir

13


Curvy Library

14


CASE

STUDY

SHAONAN CHRIST CHURCH Shaonan Christ Church has a very distinct series of curved roof derived from circles in section, with different radius and placement arrangement.

The openings between curved roofs soften the light in a way to make the lighting of the space comfortable as a worship space.

Hypothesis : Curvature Effect on Lighting Condition Curvature exploration on the existing roof of Shaonan Church shows significant results, and it was concluded that curvature of building component affects lighting condition inside the space.

15

Thus, in this project, curvature of building component is the focus of exploration, with a chosen component to be a the internal partition walls in a library.


GEOMETRIC

OPTIMIZATION

Galapagos As the design focuses on a partition-like element, the variables in galapagos simulation are degree of curvature of the partition and the angle of rotation to get an optimized-well lit space based on the calculation on (daylight availability - 3 x overlit percentage) as overlit is the condition that we are trying to avoid as much to create a comfortable space to study in an opened environment. The cubicle is simulated in a room with glazing facade on the south side. 1

2 3

2

1

3

Degree : 2 Angle : 80

Degree : 3 Angle : 57

Degree : 1 Angle : 66

Daylit Overlit

Daylit Overlit

Daylit Overlit

: 79.1 % :0%

0 Daylight Availability(% time>300 lux)

: 89.58 % : 6.25 %

: 75 % : 2.08 %

100 >5% > 3000 lux

3 results here are the top 3 simulated result, which degree 2 and angle 80 is ranked to be the best as it has 0 overlit even though the daylit percentage is lower than other iterations.

Curvy Library

16


Differing Degree of Curvature 0

100

Daylight Availability(% time>300 lux)

>5% > 3000 lux

Degree Angle

:1 : 80

Degree Angle

:2 : 80

Degree Angle

:3 : 80

Degree Angle

:4 : 80

Daylit Overlit

: 81.25 % : 2.08 %

Daylit Overlit

: 79.1 % :0%

Daylit Overlit

: 70.83 % : 2.08 %

Daylit Overlit

: 68.75 % : 2.08 %

Differing Angle of Rotation 0

100

Daylight Availability(% time>300 lux)

17

>5% > 3000 lux

Degree Angle

:2 : 20

Degree Angle

:2 : 80

Degree Angle

:2 : 140

Degree Angle

:2 : 200

Degree Angle

:2 : 260

Degree Angle

:2 : 320

Daylit Overlit

: 95.8 % : 22.9 %

Daylit Overlit

: 79.1 % :0%

Daylit Overlit

: 14.58 % : 8.3 %

Daylit Overlit

: 45.8 % : 4.167 %

Daylit Overlit

: 100 % : 22 %

Daylit Overlit

: 100 % : 100 %


GEOMETRIC

EXPLORATION

Combination of Cubicles

0

100

Daylight Availability(% time>300 lux)

0 >5% > 3000 lux

Different arrangement of the pairing cubicles and the distance in between affects the daylight in the space, which we will be used as a catalogue to be adapted to the design in the next stage. This simulation is run in a room with glazing facades on north and south side.

1000

Illuminance (lux) 21 June 1 pm

We chose to observe Illuminance on 21 June 13 pm, which is predicted to be the extreme overlit scenario with this arrangement of opening.

Impact of placement location

0

1000

Illuminance (lux) 21 June 1 pm

Different location in the room is having different daylighting condition, and we are interested to design such that the quality of each of the space is optimized even though it is located in a bad location. The simulation is run in a room with glazing facade only on south side. In this stage, we decided to change the upper scale to be 500 to really fit the range of reading space lighting requirement

Curvy Library

18


0

100

Daylight Availability(% time>300 lux)

0

>5% > 3000 lux

100

UDI (% time 100-3000 lux)

0 UDI (% time >3000 lux)

19

100


FINAL

Ma

rch

Ju n

Ju n

9 am

e9a

m

e9a

m

Ma

rch

Ju n

Ju n

11 am

e 11 a

m

e 11 a

m

Ma

rch

Ju n

Ju n

1 pm

e1p

m

e1p

m

DESIGN

Ma

rch

Ju n

Ju n

3 pm

e3p

m

e3p

m

Curvy Library

20


03

rammed earth modular building system Capstone (Final Year Project) Group Project Term 7-8 | 28 weeks | 2017 Singapore Mentor

: Bige Tuncer Srinivasan Venkataraman

Group Members : Jai Atul Shah Porndee Chua Kenneth Tan Siti Nurhayati Binti Rahim

21


Rammed Earth Modular Building System

22


23


MATERIAL

ENGINEERING

Rammed Earth as building material made from compacted recyclable soil composite is proposed to be an ideal replacement of concrete as a common building material which is more sustainable with low embodied energy and strong potential for automated pre-fabrication. Re-engineered mix with exploration of natural additive to improve its strength has resulted in coconut fibre to be the most effective additive, with final product properties as follows:

coconut fibre 10% cement 5%

4

stress

3

basic soil mixture 60%

sand 25%

2 1 0

0.05

0.1

0.15

0.2

strain

Material Strength Unconfined compressive strength is up to 3.68 N/mm2

Material Composition Soil and sand as the base with addition of fibre to improve tensile strength of material

FIRED CLAY BRICK CONCRETE

RAMMED EARTH

Color Catalogue Varying shades for personalized modules.

Embodied Energy Low embodied energy of rammed earth (670 MJ/m2) due to recyclable nature of soil.

Rammed Earth Modular Building System

24


120.00

50.00

60.00

50.00 200.00

4

500.00

Mould Design

1 3

50.00 200.00

4

2

500.00

1 3 2

Plan View

Plan

1

Rammed Earth Modules Layer 1

1

2

Rammed Earth Modules Layer 2

3

3

Steel / Wood Frame

4

600 mm void gap

1

Rammed Earth Modules Layer 1

2

Rammed Earth Modules Layer 2

3

Steel / Wood Frame

4

600 mm void gap

2

4

50.00

Plan View

60.00

300.00

60.00

120.00

120.00

Section View

* Height and width of wall will be a

tone 2017- Project 60

RAMMED

med Earth Modular Builduing System Scale 1:25

Capstone 2017- Project 60

28 Jul -17

1

Rammed Earth Modular Builduing System

2

4

Section View Section

* Height and width of wall will be adjusted to space dimension

Module Frame

Female Joint

Concrete Floor Slab

Joinery

25

Drawn by : Willa Trixie Ponimin Edited by : Willa Trixie Ponimin

Scale 1:25

3

T H W A L LMaleAJointR R A N G E M E N T - 2 Sheet: 2/5

EARTH WALL ARRANGEMENT

28 Jul -17

RAMMED

EAR

Sheet: 2/5

Drawn by : Willa Trixie Ponimin Edited by : Willa Trixie Ponimin


FORM

ARRANGEMENT

200.00

200.00

500.00

&

LAYER 1

LAYER 2

Elevation View

Elevation * Height and width of wall will be adjusted to space dimension

Form and dimensionCapstone of module are derived from Ansys optimization to acheive 2017- Project 60 robust element. Mould is designed through to have a good surface Rammed Earth Modular Builduingiterations System quality and reduce breakage possibilities during curing and demoulding process. Arrangement of Scale modules to -17 maximize natural 1:25 are then designed 28- Jul ventilation while ensuring maximized privacy.

RAMMED

EARTH WALL ARRANGEMENT-1

Drawn by : Willa Trixie Ponimin Edited by : Willa Trixie Ponimin

Sheet: 1/5

Rammed Earth Modular Building System

26


DETAILS

200.00

10.00

JOINT

2 5

70.00

4

200.00

2

25.00

70.00 95.00

5

6

1

10.00

5.00

6

95.00

3

Short Section View

4

Capstone 2017- Project 60

Grouting

3

Metal Plate Inserts

4

Concrete Slab (Flooring/Ceiling)

5

Rammed Earth Module

6

Metal/ Wood Frame

CONNECTION DETAILS

Rammed Earth Modular Builduing System

Plan View

70.00

Sheet: 3/5

30.00

10.00

50.00

50.00

Drawn by : Porndee Chua, Jai Shah Edited by : Willa Trixie Ponimin

28- Jul -17

70.00

Scale 1:10

Plan View

70.00

Section View

Section View

Capstone 2017- Project 60

JOINTS

Rammed Earth Modular Builduing System Scale 1:2

28- Jul -17

Drawn by : Siti Nurhayati Edited by : Willa Trixie Ponimin

Sheet: 4/5

50.00

50.00

FEMALE COMPONENT

70.00

MALE COMPONENT

27

Joint (see Sheet 4)

2

1

Long Section View

1


530.00 500.00 15.00

DETAILS 190.00

120.00

150.00

15.00

MOULD 570.00

Section A-A' - Folded

1

2

530.00

A'

250.00

A

20.00

1

530.00 500.00

190.00 190.00

15.00 120.00

150.00

1

Wooden Wrap-Around Mould

2

Detachable Wooden Base

2

15.00

Elevation View - Folded

15.00

120.00

150.00

570.00

15.00

530.00 500.00

570.00 570.00

Section A-A' - Folded

Section A-A' - Folded

1 1

2 2

Capstone 2017- Project 60

RAMMED

Rammed Earth Modular Builduing System Scale 1:10

Drawn by : Willa Trixie Ponimin Edited by : Willa Trixie Ponimin

28- Jul -17

530.00

530.00

Top View - Unfolded

Top View - Unfolded

A'

250.00

A

A'

1

Elevation View - Folded

2

570.00

1

20.00

20.00

250.00

A

Wooden Wrap-Around Mould Elevation View - Folded

2

570.00 1 2

Detachable Wooden Base

1

Wooden Wrap-Around Mould

2

Detachable Wooden Base

RAMMED

uing System 28- Jul -17

Drawn by : Willa Trixie Ponimin Edited by : Willa Trixie Ponimin

EARTH MOULD

RAMMED

m 28- Jul -17

Drawn by : Willa Trixie Ponimin Edited by : Willa Trixie Ponimin

Sheet: 5/5

EARTH MOULD Rammed Earth Modular Building System Sheet: 5/5

28


wind source speed : 2.5 m/s velocity (m/s) 7.541 6.530 5.332 3.770 0

29


V E N T I LA T I O N 2 m/s

PERFORMANCE

wind source speed : 2.5 m/s velocity (m/s) 7.541 6.530 5.332 3.770 0

Simulation done in a typical HDB unit using the rammed earth wall shows that there is continuous airflow without needing to open the windows or doors across the unit up to 2 m/s and at the same time filtering fast wind speed to achieve comfortable wind speed indoor. 2.5 m/s

3 m/s

Rammed Earth Modular Building System

30


04

windscraper Architecture Option Studio III Group Project Term 9 | 14 weeks | 2018 Mentor

: Kenneth Tracy

Group Members : Loi Jun Kai Yehezkiel Williardy

31


Windscaper 32


33


AERODYNAMIC

IN

PINE

CONE

Factors Causing Aerodynamic Effect 1

Scale Shape Each scale is in a double curved with a profile that will allow smooth wind flow passed through it.

Female pine cone as reproductive organ is aerodynamic in nature due to its role in wind pollination process. The scales around the core stores the pollen should be brought by the wind to be pollinated to the male organ, thus this plant organ is able to disturb the wind flow and swirl the wind deep into the scales.

2

Fibonacci Spiral Scales are arranged in fibonacci spiral in both direction but with different number of spirals for each direction, causing an organized asymmetrical shape.

Other than that, wind that comes from the windward direction is turned back to the leeward direction at the other end of pine cone such that every scales of the pinecone is reached by wind 360o.

Windscaper 34


MOVEMENT

OF

PINE

CONE

Pine Cone is hygroscopic induced in its movement, caused by swelling fibers arranged in different orientation to cause bending movement.

These bending movement is analyzed to be mainly occurring on the first 3/5 part of the pine cone while the end of the scale is having little transformation on its curvature.

Replicating the movement in soft robotics, swelling air chambers inspired by PneuNets actuators are used to induce bending movement. 35


PINE

CONE

AS

BUILDING

Scales

Axis

Baseline : Pine Cone

Increasing Core (Axis) Size

Carve Internal Courtyard

Band of Space to Curate the Experience

Windscaper 36


01 Fibonacci tiling on surface

wind source speed : 3 m/s velocity (m/s) 4 2 0 37

02 Rationalize flat spaces

03 Symmetrical Platform from Irregular Geometry

04 Expanding Width as Scale Moves Outwards


PINE

05 Create Interior, Enclosed Space

06 Simplifying Structure

CONE

07a Cluster of Units

AS

BUILDING

07b Stacking of Cluster of Units

Windscaper 38


39


PINE

CONE

AS

BUILDING

Non-Actuated Scale

Actuated Scale

Typical Floor Plan

Section

Windscaper 40


05

CHINESE RESETTLEMENT VILLAGE Architecture Option Studio II Group Project Term 8 | 14 weeks | 2017 Guangzhou, China Mentor

: Calvin Chua

Group Members : Tan Wei Lin

41


Resettlement Village 42


RESETTLEMENT

Villages in China are getting demolished to make way for cities development, forcing villagers to be resettled in a completely new environment to their villages. This project intended to design a resettlement village for the villagers that meets their needs while creating a better affinity with the urban dwellers in living together in a same neighborhood. 41

AS

NATUR


RALISATION

INTO

URBAN

ENVIRONMENT

Resettlement Village 42


Ongoing current of urban environment builds living space vertically in a high rise settings, in order to solve the problem on urban density. In translation from urban way of living, this trend can be redesigned in a way where villagers’ land are stacked up instead of arranged horizontally, and similarly to the condition in the village, there are more freedom in determining the use of the piece of land that they own compared to a common urban high rise dwelling, including number of levels of their individual house. The default state of the village is mega structure with light weight modules arranged in between structures.

Variation of Light-Weight Modules

43


INTENSIFICATION

OF

LAND

USE

Resettlement Village 44


RENTAL Most villagers back in their village are no longer working on their farms, as most farms had been sold to a mass producer to be done by migrant workers for a more efficient production compared to small scaled dispersed farms done by individual farmers. In introducing similar mode of economy while preserving farms in urban environment to ensure supply of world’s demand of food, farms will still be a part of the village where villagers are supported in giving rentals to the migrant workers working on the farms.

45

MODE

AS


THE

CORE

OF

HOUSEHOLD

ECONOMY

Resettlement Village 46


RENTAL

47

MODE

AS


THE

CORE

OF

HOUSEHOLD

ECONOMY

Possible Combination of Household 1

2

3

4

Household Occupied

Residential Rent

Commercial Rent

Resettlement Village 48


MOD

Chatting with Neighbours

Urban Farming 49


DE

OF

LIFE

OF

RESETTLED

VILLAGERS

Letting Loose Chickens

Opening Mahjong Table

Resettlement Village 50


06

GROUNDWARD VILLAGE Architecture Core Studio III Individual Project Term 6 | 12.5 weeks | 2016 Urban Living Redhill, Singapore Mentor : Pauline Ang Su Ping

51


Groundward Village 52


DAY

SIT E

NIGHT

Urban density shift is currently happening in Singapore, showed in this mapping around the site where certain buildings are only utilized half of the day and very least interaction happens between activities during the day and night SIT E

commercial

communal

public housing

Density of Activities during the Day and Night

53

private housing


SITE

ANALYSIS

&

CONCEPT

public access in the same level as main entrance point

making more space downwards to create habitable private space

elevated public access with sloping pathway where necessary

sloping access to surrounding if there is level difference required

Level Difference Around Site

Inspired by the condition around the site, this project emphasizes level difference in creating space of privacy, integrating level decrease instead of only level increase. This basement-like space allows unique interaction between public space on the ground floor and private space below, and application of a natural bamboo facade retains the privacy level required for certain spaces. breaking down massing to units to maximize daylight reception for everyone

duplex indoor communal single storey unit

1

Clusters starting level

5

Upper Levels

2

Basement units

main public passage outdoor communal commercial

3

Ground Level

4

Level 2

Groundward Village 54


Walk-able roofs of basement units act as giant bridge that is publicly accessible serving as space for non-private activities such as commercial shops and communal spaces.

55


SITE

PLAN

A’

A

0

2

8

16 m Groundward Village 56


Open basement with a unit-a block concept, giving more space between neighbours, maximizing open space around each of unit where interaction between neighbours is most likely happening. Upper floors are in the same unit concept, connected by series of minimal corridors, reducing blockage to the openness of the basement and also overall space within the complex.

basement plan

0 5

20

level 2 plan 0

57

10

35m

level 3 plan 40

70m

level 4 plan


PLAN basement-single storey unit

0

2

4

8

basement-duplex

&

upper levels-single storey unit

SECTION upper levels-duplex unit

16 m

Two different types of unit characterize their location where rectangular units relate to the edges on basement and the outwards on upper floors, while square units are around the public circulation on basement but hidden inside on upper floors. Further variations of unit type such as duplexes are occurring within these two modular sizes base.

level 5 plan

level 6 plan

Groundward Village 58


3

2

1

1 entrance face (facing public space) 2 balcony face (facing sharing space between neighbours) 3 bamboo planting face (facing direct neighbour)

59

Combination of solid concrete wall and bamboo stick screen to provide privacy towards the main public circulation area


FACADE

2

Layers of ceiling height-glass sliding doors and bamboo screen, allows flexibility for different privacy levels

3

Ceiling height-glass sliding doors layered by a fixed bamboo planting that provides fixed screening to provide more privacy

Groundward Village 60


THANK

YOU


Turn static files into dynamic content formats.

Create a flipbook
Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.