Ali Sarmad Khan - Selected Works 2015-2016

Page 1

Climate

Facades

Structures

Ali Sarmad Khan MSc. Building Technology

Selected Projects | 2014 - 2016 (Digital Version)

Integrated Design

Sustainability

Detailing



TABLE OF CONTENTS (Click to View) CURRICULUM VITAE

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1

GRADUATION PROJECT | AR3B025 The Patching of Built Ornamental Heritage using Digital Fabrication.

6

2

SWAT STUDIO - BELFAST | AR3B015 Urban Regeneration in the vicinity of Botanic Avenue, Belfast, N. Ireland.

12

3

SWAT STUDIO ELABORATION | AR3B015 Design and resolution of parasitic structure on Botanic Station, Belfast.

16

4

EXTREME | AR1AE010 Design of temporary cleanup pod/shelter on base camp 3 on Mount Everest.

22

5

DELFT SEMINARS ON BUILDING TECHNOLOGY | AR1A075 Re-purposing of Neudeflat, Utrecht into a vertical farm with a kinetic faรงade.

28

6

BUCKY LAB - LIGHT VAN | AR1B015 Retrofitting of a Mercedes Sprinter van in to a mobile light experimentation laboratory supported by the 3TU Federation.

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ALI SARMAD KHAN M.Sc. Building Technology

Graduated from TU Delft having gained a holistic view of the role and constraints of technology in the field of architecture and the built environment. Fast learner by virtue of diversity in education and can adapt to changing circumstances and requirements. Experience with

LinkedIn Profile (Scan or Click)

student associations and publications has refined my organization and professional correspondence skills. In possession of search year (zoekjaar) visa. Fluent: English, Urdu/Hindi, Punjabi

Intermediate: Dutch (Delftse Methode - 3 Levels)

Zuidwal 11A, Den Haag, The Netherlands (2512 XR)

alisarmadkhan@gmail.com

061-9342294

7th April 1990

SOFTWARE SKILLS Advanced: Rhino3D (incl. Grasshopper3d), Autodesk Inventor, 3dsmax (incl. Vray), Autocad, Revit, Adobe Suite (incl. video editing and web design), TNO Diana, Geomagic Wrap, Geomagic Freeform, Meshlab, CloudCompare Basic: TRISCO, CAPSOL, C#, Python

ACADEMIC BACKGROUND TU Delft, Delft, The Netherlands SEP. 2014 - JUNE 2016

Masters in Building Technology (MSc)

Key Courses: SWAT Studio (Belfast), Extreme: Everest, Façade Design, Design Informatics (Izmir), Bucky Lab: Lightvan

Graduation Project: ‘The Patching of Ornamental Heritage via Digital Fabrication’ The graduation project explores the use of technology in the field of architectural conservation of ornaments via the aid of in-situ experiments, considers the economic and ethical repercussions of combining the old with the new and explores the role of the craftsman.

National College of Arts, Lahore, Pakistan (N.C.A.) 2009 – 2014

Bachelors in Architecture (B.Arch)

Minors: Photography (2010, 2011), French Language (2012)

Aitchison College, Lahore

4

2008

GCSE A’ levels

2006

GCSE O’ levels


PROFESSIONAL EXPERIENCE 4TU Federation SEP. 2016 – PRESENT

Assistant Researcher Titled ‘Restorative Glass’, the research project pertains to the use of load bearing glass unit materials for the restoration of built heritage. Responsibilities included the digitization and mesh processing of the Lichtenberg castle ruins in Maastricht (the case in point), general historical research and preparation of drawings and models.

Imtiaz Ali Associates (I.A.A.) FEB. 2014 – AUG. 2014

Associate Architect

Responsibilities included design tasks for large residential and educational developments, optimizing internal organization of the firm, site supervision, preparation of architectural visualisations and presentations for clients.

2012 (5 Weeks)

Internship

Communication & Works Department, Govt. of Punjab (C.W.D.) 2011 (3 Weeks)

Internship Eden Housing

2010 (3 Weeks)

Quality Control Apprenticeship

EXTRA CURRICULAR & ACHIEVEMENTS TU Delft 2015 – 2016

BouT: Student Practice Association for Building Technology Secretary and Media - Board Member

2015

Committee Member and Editor for Rumoer (Building Tech. Publication) Debut Career Day (Bruil Group)

JUN. 2016

Workshop: Design Proposal for 3D Printed Dwellings (Mass Ergonomization) GEVEL 2016, Rotterdam

JAN. 2016

Workshop (Disruption Section): Design of Spider Joints for 3D Printing National College of Arts

2009, 2010, 2012 2012 - 2013

Merit Scholarships for academic excellence The Occasional Shopper (N.C.A. Student Publication) - Chief Designer Institute of Architects, Pakistan (I.A.P.) IAPex – Student Jamboree

FEB. 2013

1st Prize Green Line Corridor category (Team of 5) A critical investigation of the Lahore Bus Rapid Transit line, including social repercussions and effect on urban fabric with possible alternatives and solutions.

The 14th Asian Congress of Architects (Arcasia), Lahore OCT. 2010

Student Volunteer in-charge of Bangladeshi Delegation Aitchison College

2006

Rambir Shamsher Jung Art Prize (1st)

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GRADUATION PROJECT | AR3B025 | MSC 4 | 2015 - 16 MENTORS: FRANK SCHNATER, MARCEL BILOW, ROB VAN HEES

The Patching of Built Ornamental Heritage using Digital Fabrication

MSC4

Sustainable Design Graduation Studio

Scanning

Identification

2015 - 16

Case:

(Scan or Click)

Manufacturing

Installation

Documentation

Belgian Blue Limestone Column Fragment

Target:

Graduation Report

Validation

Mechanically Damaged Corner

The research project aimed to explore the role of

The information could then be used by conservationists

LIDAR Technology and Digital Fabrication techniques

to aid in conservation efforts when traditional

in the field of architectural conservation, particularly

methods are either not sufficient or not feasible,

for the patching of ornamental heritage.

thereby exploring the role of the ‘Neo-craftsperson’

Experiments

were

professional

3D

performed

scanning,

using

digital

various

fabrication,

and traditional mold making techniques for the

in the digital age. To gather subjective insight on the topic, professional conservationists were also interviewed and all opinions are recorded.

transference of geometry. The case recorded in Belgian Blue Limestone column fragment. Another Repository (Scan or Click)

aspect of the research was to explore the use of various mesh generation and manipulation methods.

G

TIO ICA AB R

IN AC RF TE

ITA LF

IN

DIG

N

MA

GRADUATION PROJECT

HU

N

detail is the patching of a mechanically damaged

COMPUTER AIDED DESIGN

The Neo-craftsman’s Triangle This redefinition of craftsmanship can be summarized as a triangle. The neo-craftsman’s triangle consists of the three technological requirements that enable the physical realisation of digital designs. Removal of

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any one of these requirements can hinder the process

Patched Column First Sample

completely.

10g White pigment


The Modus Operandi Reusing existing geometry

Following the footsteps of the Par-

Using the existing geometry has a

thenon restoration, new geometry

relatively complex workflow but the

would be easier to manufacture and

results and would give insight into

give insight into the original state of

the state the structure had it survived

the structure.

without drastic damage.

1

3

Identification

Alignment

GRADUATION PROJECT

Creation of new geometry

2a

4 Mirroring OR

2b

Interpolation of missing geometry In

Rotation

2015 - 16

Boolean Operations

polygonal

modeling,

Booleans

operations generally subtract, intersect,

by detecting geometry that lies within or outside the overlapping

found in the basement of BK City (possibly from a church). The case

sections. In this instance, the missing geometry was generated

had mechanical damage on one corner, and exhibited symmetricity

via a subtractive boolean operation that removes the overlapping

(to be used as reference geometry).

geometry and just leaves the missing components.

Lasercanning with Z&F Imager 5010C Phase Shift Scanner sourced

Imported point cloud - 1,528,925 points incl. noise.

MSC4

The restoration target was a Belgian Blue Limestone column fragment

merge or split overlapping meshes

from Delfttech, Delft.

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Mesh Processing (Generation from Point Cloud) The Poisson Surface Reconstruction method was used to generate the meshes. This method interpolates surfaces using a best fit method via the Poisson algorithm.

MSC4

Green

hues

indicate

the

centralized

displacement of the mesh. It can be seen that at a Samples Per Node value of 20, the mesh is the smoothest and displacement starts to affect the fracture surface, which would have an effect on the fitting of the manufactured fragment.

The average displacement remained quite unpredictable however. A value of 15 was selected as a compromise between noise and detail and was exported in the PLY format for further processing.

2015 - 16

SPN: 1

SPN: 4

SPN: 15

SPN: 20

A samples per node value of 15 was found to give the optimum balance between noise and detail, particularly on the fracture surface.

GRADUATION PROJECT

Interpolation Process (Geomagic Wrap + Freeform)

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Alignment of geometry, using vertical features as reference.

Alignment of geometry, using vertical features as reference.

Slicing of excess geometry, and removal of non-manifold geometry.

Post processing of mesh using sculpting tools in Freeform.


Transference of Geometry Mold Components

MDF Mold Reinforcement (All Dimensions in mm)

.4

96

393.26

An enclosing box was modeled to save material while pouring the silicone shell. The box was milled out of MDF and was clamped together

GRADUATION PROJECT

during the manufacturing process. The box consisted of two pieces with simplified cavities that conformed to the basic shape of the fragment to be manufactured but with an offset

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6.6

of 2 cm. This would essentially be the thickness of a second silicone shell.

Extruded platform for mold

Two part model for Ultimaker 2+ Extended Printer (Pattern for geometry transfer)

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Since the use of FDM (Fused Deposition Modeling) 3D printing technology was selected

Top Fragment

as the primary mode of production, the print had to be manufactured in two parts to fit in the limited build volume of the Ultimaker 2+

Cylindrical Inserts Height =15 mm

= 6 mm

2015 - 16

Extended printer.

Cylindrical Holes = 6.3 mm

A tolerance of 0.3 mm was used for the cylindrical inserts. A higher value was used so that small adjustments could be made if

Bottom Fragment

necessary during the glueing process. An

extruded platform was modeled on top of the fragment to create a pouring cavity during the production of the mold.

MSC4

Low resolution milled mold reinforcement

FDM - PLA 0.15 mm Pattern Samples

Pattern Sample Fitting

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Transference of Geometry Manufacturing via silicone molding

1

2 3

1a. Anchoring using modeling clay

MSC4

1b. Application of Release Agent

2. Three Layers of Brush-on silicone

3. Application of release agent to inner surface of mold reinforcement.

4. Pouring of second layer of silicone (Moldmax 30) and sealing of mold reinforcement with clay.

2015 - 16

(Mold-max Stroke)

5. The mold is flipped to reveal integrated base on the 3D printed pattern.

6. Mold reinforcement unclamped and PLA

GRADUATION PROJECT

Pattern Removed to reveal inner surface.

7. Mold reinforcement re-clamped and release agent applied to inner silicone surface.

8. A cement mixture is poured into the silicone shell ( with gentle shaking to avoid bubbles) until it reaches the marked top surface. The sample is released after 2-3 days of curing.

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Photographic Documentation

Clamped mold reinforcement after pouring of silicone shell.

Extracting the first cement cast required partial slicing of the silicone mold.

Post-processing required to smoothen partition marks.

Pouring of cement mixture on vibrating table.

Comparison between pattern and cast (the base is visible on the pattern).

Patched Column First Sample - 20g White pigment

MSC4

Fracture Surface - High-frequency detail lost via noise control.

Top of Column - Most indentations on the surface were lost.

2015 - 16

Detail Comparison vs. Mesh

Mold after pouring of first cement sample.

Interior surface of inner silicone mold.

GRADUATION PROJECT

‘Pattern’ after 3 layers of brush on silicone.

Torus - Linear indentations on the surface were lost.

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SWAT STUDIO - BELFAST | AR3B015 | MSC 2 | 2015 | MENTOR: CRAIG LEE MARTIN GROUP: ALI SARMAD, RODRIGO LIMA, LARS HAMMER, BAYU PRAYUDHI, B. MAHON, R. RANKIN

Botanic Links

MSC2

Urban Intervention

Reclaimed Parking Area Flower Market

SWAT STUDIO - BELFAST

2015

Botanic Avenue

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Location: Goal:

Belfast, Botanic Avenue, Northern Ireland, United Kingdom

Urban Regeneration via Intervention

Titled ‘Botanic Links’, the goal of the intervention

contrast. The same archetype would then be used to

was to take the potentials from the already thriving

propagate the intervention into the peripheries. The

Botanic Avenue and ‘Cross Pollinate’ them towards

intervention was informed via the involvement of the

the perpendicular streets, which show a stark

local community through various forums.


Steps of Intervention

Community Engagement Interacting with the local community was essential to the intervention process. The team presented their preliminary designs at a community consultation event at the local community garden. The team interacted with locals who had been living in the area for decades, as well as other community officers, representatives from the city hall and local digital and print media.

SWAT STUDIO - BELFAST

The first step was to relocate the parking lots around Posnett Street.

Other than recreational activities, the planners had also designed community input activities, the team got to provide their share of the story as well and their research conclusions and design inputs were also included in the community suggestions.

A large public square is then created from the resulting space.

2015

An adjacent closed off street is converted into a flower market and

The team later exchanged contact details with the local

within the square, constructed wetlands along the railway tracks

officials who promised that the team’s suggestions and

filter water and protect from noise pollution.

designs would be seriously considered in the regeneration process for the area.

the flowers sold are grown in multi-purpose public greenhouses

MSC2

The same archetype is then applied to the surrounding areas to propagate the development.

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MSC2 SWAT STUDIO - BELFAST

2015

Botanic Station - Constructed Wetlands - Botanic Avenue

Re-purposable Greenhouse Boxes - Posnett Street

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SWAT STUDIO - BELFAST

Constructed Wetlands - Public recreation area - Posnett Street

2015 MSC2

Reclaimed Parking Area - Temporary Market - Botanic Avenue

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3

SWAT STUDIO ELABORATION | AR3B015 | MSC 2 | 2015 | MENTOR: CRAIG LEE MARTIN

Belfast Botanic Station

Location:

Belfast, Botanic Avenue, Northern Ireland, United Kingdom

Program:

Waiting Area / Transition Space

The project uses structural glass for the assembly of

The

structure

would

form

a

transition

space

Project Report

double curved glass panels in free-form geometry.

between the street and the station and uses can

(Scan or Click)

The morphology of the structure is derived from the

range from waiting areas for the station to pop-up

profiles of adjacent buildings: the Botanic Station

cafes. It would also provide an alternative route for

and an unlisted commercial building. It explores the

pedestrians since it has exits on both the North and

disintegration of traditional architectural geometry

the South side, parallel to the road. The uniqueness

which tends to be rigid and rectilinear into free-form

of the structure also has potential to raise real estate

double curved geometry using a rigid material like

prices in the area, thereby inducing regeneration.

glass.

SWAT STUDIO ELABORATION

2015

MSC2

Parasitic Structure

Profile Layout Context Geometry Structural Portals

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The Structural Portals The glass portals that would carry the structure range in span from 4.7 to 2.3 m and therefore require to be split up into multiple pieces for ease of transportation and assembly. The ideal location for these splits would be where there is minimal shear stress. Locating the splits at these points also ensures that there is no locking mechanism required for the sliding joinery since at zero shear they will not slide to form one cohesive unit.

Points of min. shear on structural portal P.02 (The rest of the calculations can be found in the report)

Points of slicing on P.02

The split portals are connected with each other via the use of laminated sliding aluminum connectors.

(To adhere to transportation standards)

Laminated Connectors

SWAT STUDIO ELABORATION

out of place. The pieces are then assembled on site

2015 MSC2

Laminated Connector Detail I

Laminated Connector Detail II

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Paneling Principle

Contact Plates Detail

A number of constraints were set up to increase the scope of the design. The first constraint was the

MANNER X4560 - TRANSPARENT FLEXIBLE PVC RADIAL SEALING PROFILE

rejection of any holes in the glass panels as holes

10 MM ANNEALED GLASS WITH THERMOTROPIC COATING (DOUBLE CURVED)

tend to propagate cracks in the surface and also

MANNER X4560 - TRANSPARENT FLEXIBLE PVC PROFILE CONNECTOR

cause stresses. This meant that lamination methods

MASTERBOND SUPER GEL 9 CLEAR EPOXY ADHESIVE

had to be adapted to develop the joinery.

2 MM TH. NEOPRENE CONTACT PAD 3M HIGH PERFORMANCE ADHESIVE 2 MM STEEL PLATE WASHER M2 HEX NUT - STEEL

MSC2

M2 X 0.4 THREADED ROD - STEEL

BALL JOINT - EXT.Ø: 5MM - STEEL FRAYED END CONNECTION (ARAMID) 2 MM Ø ARAMID CABLE

To attach the panels to the portal, the panels are

The tensioning system ensures that the glass panels

pulled towards the portal using a cable system. The

are tightly held against the structural portals. The

second constraint was that the primary structural

tensioner used can pull with a force of up to 1000

material had to be glass. For this reason, glass

Kg. The connection is then fixed in place via an

portals were designed to support the glass panel

overlap with the running profiles.

structure.

SWAT STUDIO ELABORATION

2015

Tensioner Mount

Profile Intersection The PVC profile connector plays a key role in preventing the contact plates from being displaced in the X-Y axis. The plates are embedded inside the connector which holds them in place,

the radial

connector also embedded inside the connector then in turn holds the connector in place.

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The Footing The footing layout is laid down before the structure is assembled. The portals and end-panels are inserted against the profile, and a secondary profile fixes them in place using a bolt fastened connection. The footing is embedded into the ground using adhesive anchor bolts.

SWAT STUDIO ELABORATION 2015 MSC2

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The Entrance The door, unlike the rest of the structure is enclosed inside a square still profile because of its moving parts and necessity to mount on the wall.

MSC2

E1

2015

Entrance Detail - E1

E2

The connection against the wall is made using self tapping masonry screws and is weather-proofed

SWAT STUDIO ELABORATION

using flashing and caulking. The glass panels from the adjacent glass portal are then inserted into extrusions along the steel profile.

The footing is embedded into the ground using adhesive anchor bolts and houses the end of the square steel profile in a bolted connection.

Entrance Detail - E2

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Thermotropic Glazing Opacity Variation (Lighter is clearer)

Winter Scenario

SWAT STUDIO ELABORATION

Summer Scenario

The addition of optional thermotropic glazing applied to the panels during the production process can actively

change their opacity to keep internal temperatures to a minimum.

2015

PLAN AT 1M

MSC2

SECTION AT A-A’

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4

EXTREME | AR1AE010 | MSC 2 | 2015 | MENTOR: ERIK HEHENKAMP

MODULARC Everest Cleanup Expedition Pod

Project Brief: To design a deployable structure on base camp 3 on Mount Everest to be used as a temporary shelter for the cleaning up of the surrounding area.

Modularc is a modular single-curved arc system which can deploy on variable topography. Extruded fins on the surface of the elements provide both depth for stiffening the structure with the aid of a tensile cable system and help retain snow on the surface to increase

MSC2

insulation.

Strong polycarbonate quadruple glazing ensures both durability and a low U-Value for insulation.

EXTREME

2015

Polycarbonate Glazing

Modular Flooring Intersecting

floor

sections

are

bolted together and supported by Threaded Connections

an under-tied beam system.

Ar

am

ng

ori

la du

lo rF

Mo

am

Be

id

Co mp Ca r ble essio

n

Tensioning

s

Ho rse Co shoe nn ecti Bolt on

The entire structure is pushed together and held using post tensioned aramid cables.

22


‘Snow retaining fins’ Perpendicular extrusions help retain on

the

surface

to

increase

insulation and provide structural support via an aramid cable system.

The sheet is sandwiched between adjacent

EXTREME

snow

Aramid Fabric arcs ensuring a weather seal. Behind the sheet, phenolic foam insulation is attached using hook and loop fasteners.

Aramid Cables This cable system attaches adjacent together

in

the

radial

members

direction increasing the stiffness of each arc.

2015 MSC2

Anchoring System

Telescopic Legs

A PC Bolt Anchoring system embeds

Reinforced holes present in the base

the supporting legs on rocky surfaces.

and mid components enable aramid cables to axially compresses the entire structure together.

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The aramid fabric divides the program within the pod by acting as a flexible partitioning agent. Since the fabric is air-tight it helps create separate

EXTREME

2015

MSC2

micro-climates within the partitioned zones.

Radial Configuration

Axial Configuration

Axial and Radial connections using male and female connectors can enable the creation of a wide variety of arc shaped shells.

24


Component Glossary The structure consists of multiple interlocking components with male and female connectors. Some of the components are interchangeable while other are unique. These components create the primary shelter as well as the storage shed which also incorporates the power generation system.

Extension Component

13.6 Kg x 164

21 Kg x 16

17 KG x 30

Snow-fins, M&F Connectors

Quadruple Glazing

Inverse Curvature, Extends Span

Aluminum, Phenolic Foam & EPDM

Aluminum, PF, Polycarbonate & EPDM

Aluminum, Polycarbonate & EPDM

U Value: 0.209W/m2K

U Value: 0.28W/m2K | G Value: 0.72

U Value: 0.209W/m2K

Glazing Component

EXTREME

Main Component

2015 MSC2

Snow-fin and Aramid Cable Connection

Male Base Component

Female Base Component

25 Kg x 30

24 Kg x 30

Aluminum, PF & EPDM

Aluminum, PF & EPDM

U Value: 0.24W/m2K

U Value: 0.24W/m2K

25


MSC2

2015

Male-Female Panel Connection

Flooring System

Strut Inserts

EXTREME

Supporting struts simulate a truss system using cables. Bolted plates underneath the flooring system connect adjacent profiles stabilizing the flooring.

Solar Component PowerFilmTM on storage shed Aluminum, Aluminum Frame Capacity: 0.72 KWh Area: 0.82 m2

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10 mm Support Distribution Plate


WATER RECL.

1m

TOILET/SHOWER 1.5m

FOOD/RECREATION

SLEEPING/RESTING

LADDER

1m 1m

Tool Storage 4m

Batteries/UPS FIRST AID

1.5m

Waste Storage

1m LADDER

ENTRY PLATFORM

2m LADDER

EXTREME

5m

2015

Primary Shed

Storage Shed

MSC2

Thermal Balance

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5

DELFT SEMINARS ON B.T. | AR1A075 | MSC 1 | 2014/15 | MENTOR: ROEL VAN DE PAS

NEUDEGreen Vertical Urban Farm Utrecht Solar Collectors

Solar

chimney

creates

MSC1

exhaust to induce pressure difference. Independent kinetic solar Vertical Farm

collector arrays maintain

micro-climates

Cafes and Restaurants

Capital

Location:

Utrecht, The Netherlands

Existing Program:

Multipurpose Office Building

2014 - 15

Proposed Program:

Vertical Urban Farm Heat from exhaust transferred to

Animation (Scan or Click)

surrounding enterprises.

The goal of the intervention is to re-utilize the existing building located in the Neude area of the city of

makes it 2030 proof but ensures that it gives back as much as it takes from its context.

The project implements a polar Solar Collector array around the Neudeflat in Utrecht that changes dynamically to create balance between the heat

Negative Air Pressure

Utrecht while incorporating technology that not only

SOUTH-WEST FACADE Solar

Chimney

exhaust

to

help

creates regulate

humidity and includes turbines to generate electricity.

DELFT SEMINARS ON B.T.

and light absorbed. Some produce requires more light while other requires more heat, the solar array shifts positions to fulfill these demands.

NORTH-WEST FACADE The

floors

permeable

are to

optically maximize

infiltration of natural light to support photosynthesis.

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Adjacent floors are merged into one to make

The systems work together in conjunction to create

way for heating and exhaust plenums as well as

independent

hydroponic systems.

moderated via a central control system.

climate

zones

which

are

digitally


Heat Stored in Water Tank

Symbiosis

TRANSMISSION OF HEAT

Fresh Produce

Earth, Wind and Fire Un-required heat is transmitted via Bypass Dampers in the ducts to both the water tanker on the roof (for

Additionally, surrounding cafes can feed excess heat to the solar chimney to increase exhaust in

CAFE

exchange for subsidies on produce.

Heat Generated by Cafe rerouted to Solar Chimney

DELFT SEMINARS ON B.T.

Hydroponics) and to an underground aquifier.

Excess Heat Stored in Aquifier

The dual support rails support the solar collector array and with the help of the motorized rollers,

SUPPORT RAILS

dynamically adjust the position of the collectors with

being grown indoors.

2014 - 15

respect to the sun and the requirements of produce

Neude Flat

considered a marvel of engineering, it has now

MSC2

This brutal modernist tower built in 1961 was

begun to represent stagnancy and the past because of the contrast it creates with it’s context.

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MSC1 2014 - 15 DELFT SEMINARS ON B.T.

30

Initial Version

Final Version

KINETIC SYSTEM CONFIGURATION

STRUCTURAL RECONFIGURATION

Having a consistent turning radius helps

The existing structure had to be reconfigured to a

simplify the kinetic mechanism, reducing

central structural core and supporting columns with

the weight of the system and ensuring that

beams on either side. This helps create an open

maintenance and repair are simplified.

floor layout for the growing shelves.


Locking Bands

Mineral Wool Insulation Vertical Steel I-Beam Electric Drive Mechanism Solar Collector Array

Tapered Steel I-Beam Steel Base Holder

DELFT SEMINARS ON B.T.

Steel Wallplate

Triple-glazed pane (with Argon Gas) Unmotorized Support Rail Exhaust Damper

Aluminum Cladding Exhaust Duct

Drainage Basin

Subfloor Plenum Support Strut

South-West Faรงade Section 2014 - 15

Fine-wire Heat Exchanger

Small Air-Handling Unit

Overlapping rubber cavity flaps

Steel Support Structure for Duct

Hot Air Duct

Gas-welded Joinery

CONFIGURATION

Support Roller

Green represents structural systems

Vertical Motorized Roller

while yellow represents ducts and

Unmotorized Side Roller

exhaust vents.

Steel Backplate

The ducts (attached to the solar panel array are pivoted on the

MSC2

DYNAMIC DUCT

Absorber Plenum Polycarbonate Twinwall

structural core and carry exhaust air out through the ducts in the core.

Solar Collector Array Mobility and Duct Connection

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MSC1

See Deta

Section at 1:40 Cross Section and Thermal Flow

Heat Bypass Duct Drainage Pipeline

Fixed Outer Duct Ring Perforation in structural core

Outer Duct Ring

Sliding Inner Duct Ring

DELFT SEMINARS ON B.T.

2014 - 15

See Detail 3

Inner Duct Ring

Bypass Damper

Pivot Support Roller Hot Air Duct

Hot Air Diffuser

Steel Plate Joint

Support Truss

Hydroponic System Hydroponic Pipline

CEILING FLOOR

Exhaust Vent Subfloor Plenum Support Struts

Steel Mesh Floor Exhaust Plenum Drainage Basin

Hydroponics Pipeline

Mechanical Pivot Cross Section

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Floor and Ceiling Section


ail 2

See Detail 4

DELFT SEMINARS ON B.T.

South Elevation at 1:20

Southern Elevation 2014 - 15

See Detail 3

MSC2

Enlarged Section - Maintenance Access

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6

BUCKY LAB - LIGHT VAN | AR1B015 | MSC 1 | 2014 | MENTOR: MARCEL BILOW GROUP: ALI SARMAD, F. RICHES, J. NOLAN, J.VOS, R. AKERBOOM, R. DING

MSC1

GROUP PROJECT

Introductory Video

The LightVan is supported by 3TU.Bouw and implemented as an MSc1 Bucky Lab project.

The project is the refurbishment of a Mercedes Sprinter van into a mobile laboratory called the ‘LightVan’. The LightVan features an aperture resizing mechanism on the back of its cargo container. This mechanism was designed to vary the size of the testing aperture to accommodate façade modules of varying sizes.

APERTURE RESIZING MECHANISM

Depending on the size of the façade element to be tested, the appropriate Passepartout is selected. In this case, a Tertiary Passepartout is installed.

BUCKY LAB - LIGHT VAN

2014

The permanent U-Frame is installed.

The two-part Primary Passepartout is mounted from the inside of the van.

The Secondary Passepartout is then mounted using a clamp-rail mechanism.

Finally, the façade element is mounted for testing.

RESEARCH SCOPE The LightVan was designed to be primarily used by researcher Truss Hoordijk for research with children and the elderly for the optimization of lighting for schools and senior housing facilities. The tests are carried out by mounting façade segments on the rear of the van and the analyses are carried out by specialized cameras and equipment.

STOCK VEHICLE SPECIFICATIONS Model: Mercedes Sprinter Year: 2007 Max. Payload: 1440 Kg Width: 2300 mm Height: 2000 mm Superstructure Type: Closed Previous Function: Delivery Vehicle Other Features: Hydraulic Lift Side Door

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Interior View: Towards Back

Space above driver’s cabin


APERTURE RESIZING COMPONENTS

1 2 3

BUCKY LAB - LIGHT VAN

4

5

6

8

MOUNTING THE FACADE COMPONENTS Once the appropriate number of passepartouts have been mounted

2. Primary Plywood Passepartout (White Back)

(use manually operated clamps), the facade component can be

3. Primary Plywood Passepartout (Main Structure)

mounted (also using clamps). In this instance, an experimental fibreoptic facade component can be seen mounted in the photograph

4. Secondary Plywood Passepartout

above.

5. Clamp Rail

The larger primary passepartouts can be mounted from the

2014

1. Container Metal Frame

7

inside of the van (on to the permanent u-frame) whilst the smaller passepartouts can be mounted from the outside. All components

7. Tertiary Plywood Passepartout

are supported at the bottom by supports attached to preceding

8. Plywood Support Base

components.

MSC2

Manual Clamps

6. Facade Mounting Aperture

Fastener location optimization

Inner-view with facade component

Mounting the passepartouts

Portable furniture for testing

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THE STORAGE SYSTEM

The entire unit is made out of varying thicknesses of plywood and a system of adjustable hinges which were then retrofitted inside the storage above the cabin roof and partially in the main storage container using spacers and tapping screws.

BF1

Module 1 AF1

Module 2

Base Storage

The storage system was constructed and assembled outside of the van and then fitted into the van after completion using self tapping fasteners.

Modules 1 & 2 (and variations) use a sliding mechanism, while the base storage uses a vertical and horizontal hinging mechanism.

BUCKY LAB - LIGHT VAN

2014

MSC1

The storage system is a utilitarian system of sliding and hinging cabinets. One of the plates hinges out to become a working surface, helping avoid the need for a separate table. The entire unit is made out of varying thicknesses of plywood and a system of adjustable hinges.

The storage system serves a dual purpose with the hinged door of the horizontal unit doubling as a work desk.

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