Academic & Personal Portfolio / ir. I. Sombroek / 2017

ACADEMIC AND PERSONAL

portfolio IR. IVO SOMBROEK 2017

ARCHITECTURE AND BUILDING TECHNOLOGY

/ Page 1

cv

WORK & EDUCATIONAL EXPERIENCES / PERSONAL SKILLSET

even voorstellen

Persoonlijke gegevens

Ik ben Ivo Sombroek, 25 jaar, en met eervolle vermelding afgestudeerd ingenieur aan de Tu Delft in Building Technology.

Binnen de architectuur ligt mijn passie op slimme herbestemmingen en slim gebruik van materialen. Ontwerpen vanuit een sustainable oogpunt is een leidraad in al mijn projecten geweest. Daarnaast ben ik opgeleid tot spil tussen de architect en de constructeur, door in de master vooral bezig te zijn met de engineering vanuit materialen en innovatie. Hoewel mijn kwaliteiten liggen in het ontwerp, analyse, techniek en vormgeving ligt mijn hart nog altijd bij het handwerk. Als zoon van een timmerman vind ik niets mooier dan de geur van gezaagd hout en iets creëren met je handen. Het liefst zit ik niet stil maar ben ik constant in beweging, ben absoluut niet vies van hard werken zolang het zich in voldoening uitbetaald, ik ben me erg bewust van de balans energie leveren en ontvangen. Daarnaast ben ik een fervent surfer en geniet van sport en de natuur, wat ik ook heb vertaald naar reizen en een bijbaan. Graag omgeef ik me tussen mensen die bruisen van ideeën wat mij enorm kan inspireren.

werkervaring

jun 2013 - heden

personalia

dec 2009 - jun 2010

sep 2013 - jan 2014

surfinstructeur

architectuur stage

surfschool zandvoort / surfana

/

feb 2017 - heden

timmerman stage

knevel architecten / amsterdam

bouwbedrijf somass / wormerveer

Communiceren naar verschillende soorten mensen en daarop inspelen.

Meedraaien in een team van 12 man aan verschillende projecten; groothandel

Realiseren Historische Replica van (woon)stolpboerderij, uitvoeringsfase van

Omgaan met onverwachte situaties.

bedrijfspanden, studentenwoningen, acquisitie onderzoek, datacenter, prijsvragen

het uitzetten van het bouwraam tot aan wind- en waterdicht.

Verantwoordelijkheid voor anderen, en bewaken van de kwaliteit les.

Opgedane ervaringen; In huisstijl detailleren, besprekingen met projectactoren,

Opgedane vaardigheden: Timmeren, tekening lezen, verantwoordelijkheid

Extra werktaken; Kidscamps, begeleiding, events voor 500 man, surfclubs, klussen

tekeningenpakketten projectfases, Revit en BIM

nemen, onderaannemers controleren, communiceren met de klant, plannen, initiatief nemen, gestructureerd werken.

opleidingen

feb 2014 - jun 2016

sep 2010 - jul 2013

aug 2012 - dec 2012

mst building technology

minor architecture

bsc architecture

technische universiteit / delft

kungliga tekniska högskolan / stockholm

technische universiteit / delft

9.5 and honourable mention for graduation

masterprogramma

propedeuse in 1 jaar

Wetenschappelijk onderzoeken en wetenschappelijke houding aannemen.

Jezelf redden in een onbekend land en cultuur en onbekende omgeving.

Algemene basis over Architectuur, Stedenbouw, conceptueel denken,

Positie innemen tussen de architect en constructeur.

Meedraaien in het masterprogramma tijdens de bachelorperiode.

vormentaal en ruimtelijke taal.

Ontwerpen vanuit detaillering en technische aspecten.

Opdrachten benaderen vanuit andere dan de verwachte invalshoeken.

Projecten uitvoeren in samenwerkingsverband.

Eigen overtuigingen najaagen.

Omgaan met werkdruk, deadlines, kritiek.

overige 2013

2012

sep 2008 - dec 2009

2002 - 2008

asi and hsa lifeguard

kungliga tekniska högskolan / stockholm

hogeschool van amsterdam / amsterdam

st. michael college / zaandam

surfinstructeur lvl1. en ehbo lifesafer

level a1. zweeds

bsc engineering design and innovation “vroegtijdig gestopt vanwege uitblijven inhoudelijk kwaliteit studie”

vwo

persoonlijk interesses

muziek

creĂŤren

art

fotografie

sport

ontdekken

natuur

skillset

software

competenties

ik kan

Adobe suite Photoshop

Opmerken

Illustrator

Initiatief nemen

Indesign

Analyseren

2D draw

Beslissen

Autocad

CreĂŤren

Rhino 2D

Plannen en organiseren

3D draw

Volhouden

Rhino 3D

Flexibel reageren

Revit

Functioneren onder spanning

Sketchup pro

Monderling communiceren

Inventor

Schriftelijk communiceren

Rendering

Helpen

Vray

Netwerken

Lumion

Controleren

Maya

Leiding geven

Parametrisch

Zelfsturing en ontwikkeling

Grasshopper Finite Element Diana fx+ Overig Office Suite Filmora Gopro studio

talen Nederlands / Native Engels / Spreken en Schrijven Duits / minimaal Zweeds / minimaal

integraal ontwerpen

helder communiceren in tekst tekening en woord

detailleren

overzichtelijk layouten

technisch tekenen

3d printen / lasersnijden

bouwen en assembleren

films maken

ontwerpen door alle schalen heen

prototypes maken

presenteren

gestructureerd werken

renderen / visualiseren

content

EXPERIENCE FROM BACHELOR TO MASTER AND GRADUATION

graduation This contains an elaborate scientific research on cast structural glass for a bridge design. Subjects as material science, geometry design, structural tests and stress analyis, literature research, prototype and glass production are covered.

01

structural glass bridge page. 08

master

02

03

04 PURniture

The master Building Technology focussed on building parts or elements rather than the whole, it could focus on production techniques, sustainable systems, product design, materials science or structural analysis.

bachelor

Nick van der Knaap/4099842 Ivo Sombroek/4104242 Jeroen van Veen/4085108

product design

facade renewal

flexible mold

page. 22

page. 26

page. 30

10

11

12

traveling pavilion

transformation

minimal conversion

page. 52

page. 56

page. 60

The bachelor Architecture covered all basics of Architecture and housing, Urban design, Conceptual thinking, conversion strategies or technical strategies.

EXTREME - MSC2 FLOATEL

2 identical parts the same elements prefab

IVO SOMBROEK 4104242 15-01-2015

CONSTRUCTION

movements in the building with daylight prefab facade element replacable element buffer zone fire savety route

to helideck saved space

50 people

200 people

zero people

200 people

to deckhouses

installations

FACADE interaction in the building clustering in program clear organization

saved space in use

ARCHITECTURE

ventilation for offices

ventilation for cabins

ventilation off

installations

work shift

ventilation for relax areas

energy is taken from the heat waste of generations. shifts are used to save on energy personal climates ore realized

ENERGY AND CLIMATE daylight without warming the inside and visual towards the outside

clear floor plan all directions for safety

cool air, 18 degrees for ventilation. Higher volume if needed. Radiation ceiling for creating micro climates

flexible mounts towards the cabins, 18 degrees air. Exhaust outside of the cabin. Sound insulated.

created area

ENERGY AND CLIMATE

[ HYPOTHESIS ] - Triangular profile has great potential for an application in structural systems

to relax area

SAFETY to offices

- Inherent strength of triangle shape - Ready-made element, less connections needed - Different section sizes, thicknesses and height - Expandable element - Different configurations possible - Triangle seen in structural purposes - Applicable in different orientations

individual spaces

to relax area

to cabins to offices

clean / dirty gym, sauna

06

to dinner room

ORGANISATION

Outside construction from prefab trusses.

Inside structure on grid of 8400 mm x 8400 mm.

Same elements.

28 trusses 420 8400 mm beams 55 4200 mm beams 64 3600 mm columns

CONSTRUCTION

structural glass

Free placable elements on roof.

Mounted on secondary construction.

page. 34

facade system

bridge

page. 40

page. 42

created space when cabin are not in use.

.3 THE BIKEBRIDGE

Wiremesh Wiremesh Alu. railing 40x60 Alu. railing Alu. tube 0.8040x60 Alu. tube 0.80 Connecting element welded flens Connecting element Alu. extr. welded profile flens

Bridge element; Build up from 3 repetitive elements Max. weight from boat properties and approach to size by truss battening and stresses results in Upper/Lower battens 0.80/4 Diagonals 0.50/3 Triangular 40-80/4

15

structural cardboard

page. 46

page. 48

Bridge element; The bridge element is made on a grid of 5 meters in length and has to span the width of the barge ship which is around Aluminum 7 meter. This element can be handrail repeated, slightly adjusted to Haver&Boecker create the right angle of the arc, wiremesh 15 times.

16

Scaffolding timber boards, 45mm Polyester boat hull

1:20 FACADE

Alu.0.50 tube 0.80 Alu. tube tube 0.50 Alu. extr.Alu. profile

barge ships

Connection detail; Horizontal 1:5

Wiremesh Wiremesh Scaffolding wood 45mm Scaffolding wood Alu. tube 0.8045mm

Alu.wood extr. profile Scaffolding 45mm Scaffolding wood 45mm

17

Alu. extr. profile Alu. tube O.50 tube O.50 Alu. extr.Alu. profile Alu. extr.

Alu. tube O.80profile Alu. tube O.80 Connecting element welded flens Connecting element welded flens

4500 mm

3500 mm

tea room

2400 mm

Railing elemen T profile of the be mounted on flens of the HE and remain str angle. To stabi longitudinal dir T profiles are fi on the back sid

Connection detail; For the realization of mounting the bridge elements the use of welded connections is avoided.

Repetitive construction elements can be found in the bridge and the complete bridge can be mounted to the base plate on three point, the points of the cross section triangle.

Bended Aluminum tube O/80

14 tea room

Ra

09

Stee

interaction in middle space of the building. individual workspaces and movement from the employees.

double use of toilet blocks

13

08

entrance from deck

BIKEBRIDGE REALIZATION The bikebridge was constructed from steel elements found in the abandoned factory of Draka. These elements where configured together to form the bikebridge. A standardized element of one grid is shown on the right.

Visible are the beams through the gridfloors which transfer the load onto the column. This BRIDGE REALIZATION is a cantilever element on which the beams Constructively the landscape is build up from are mounted. The cantilever element is albridge elements and base element on the ready constructed as one from the configuraboats. The bridge elements are made from tion inside the factory. The angled beams are three identical parts which differ in orientamounted on this element with a welded endtion. The railing and the arced seats are not plate on both sides. On the side of the boat a structural in terms of the span of moments, steel shoe is mounted on the existing ribs in they only carry their own forces from users. the barge hull. These angled beams differ in The bridge deck spans from extruded triangle angle, as well as the height of the cantilever to the other, these triangle are split in the middle by the tube which is used for the bench. column, and together they form the slight arc Prefab facade element. Easy to replace and maintain. structure with sandwich elements.

The railing is made from triangles which Stiff hold realized in the whole bikebridge.

A steel 8400 mm x 3600 mm.

Mounted on construction beam. a wire mesh for maintaining the safety. cable is provide to make sure the forces point In the section the use of the landscape is visdownward onto the boathull and do not creible, the parts in between two bridge element PREFAB FACADE ELEMENT ate large outward forces. is kept open because the connection to the The steel construction is kept high market on the water can be made here but Openable roof and entering daylight, and dry to make sure it is a durable element easy to replace elements the inside.appearance of this connection isn’t thefromvisual after surface treatment against corrosion. described in this project.

The steel railing is made from T profiles, the main one bended and the other horizontally mounted on the back flens.

movement in the building with daylight

free plan for offices, buffers from outside.

07

1000 mm

05

1500 mm

Two identical parts of construction which are not connected. Stabile on three sides. During lift connected to outside columns and temporarely stabilized in the upper floor.

8000 mm

2400 mm

1:100 SECTION-ELEVATION

conversion

freeform roof

large scale housing

conceptual villa

conceptual architecture

page. 62

page. 64

page. 66

page. 70

page. 72

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4500 mm

Connection detail; Vertical / Horizontal 1:10

graduate research

structural glass

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cast glass bridge

A RESEARCH PROCESS OF DESIGN AND EXPERIMENT FOR A STRUCTURAL CAST GLASS ELEMENT under the guidance of; Dr. ir. Fred Veer / ir. Ate Snijder / ir. Telesilla Bristogianni

prototype material science

structural 3d scanning stress analysis

hands on research

glass bridge

research

The graduation aims to contribute to the realization of a glass bridge in Delft conducted by the Glassgroup within the University. The design is based on a roman arched bridge and consists of individual cast glass bricks. The bridge is temporary and should have a proper disassembly method, therefore no glue will be used.

The diagram on the right shows the steps taken throughout the research, during which a wide range of techniques were used and topics were covered in depth, towards validation of interlocking geometry designs as a structure and in their production.

The designs were validated extensively on their quality and failure as a structure and on production flaws such as residual stress, surface quality and deformations. In order to develop improvements on the shape influences of altering geometry were further tested for their flow of forces and performance as a structure and on their qualities in residual stress, surface quality and deformations.

01

Geometry Production aspects Method for production

Structural aspects Vertical Interlock

1st Designs

Validation Design

Deformations Behavior

Validation Belly brick

Residual Stress distribution Improvement of the quality

Surface quality

Residual Stresses

Performance Belly and Basis

Edges and Corners Deformations

100 mm x 100 mm

Influences Geometry

Force Flow

Adjustments on Design

Structural organization of the graduate research.

Geometry is leading and is investigated in production and structural aspects. / Page 9

INPUT FOR NEW GEOMETRY Cast glass bridge

01

scale experiments Below a model of the bridge in scale 1:10 demonstrating the mechanical principle of the bridge. It gave a first insight in the challenges of this project.

Academic Portfolio /

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2017

structural demands Since glass has different material properties than the original roman arch from stone, a foil will be used to increase the “roughness� of the surface and therefore increase the resistance against shear stresses. The foil can also work to be forgiven for any small flaws in the surface quality or tolerances in production.

STRUCTURAL PRINCIPAL

Shear stress

Normal stress

Span direction Bridge

Vertical interlock

Structural principal / Page 11

Cast glass bridge

01

specimen production Specimen were produced in order to perform further tests. Therefore a cast glass production technique was used and studied. An important part of glass production is the firing schedule, in which multiple critical stadias will pass that have impact on the result.

FIRING SCHEDULE

L ITIA

T HEA

IN

R

D API

RE ATU L R E OOL P EM ID COO EAL C T T CAS RAP ANN

T HEA

1000

F

L COO

11h

900 SOFTENING POINT

L INA

C/h 180

/h 50C

800

Firing 5

1h

3h

CRYSTALLIZATION REGION

/h 75C

700

1h

600

/h 75C

500

h 8C/

/h 12C

5h ANNEALING 2.5h

/h 30C

400 300

100 0

2.5h

/h 30C

200 TEMPERATURE DEGREES

5h

/h 30C

/h 50C

0

HOURS

5h

20

40

60

5h

80

100

120

140

37/76

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01

stress test One of the initial stress tests was a pressure test of a column made from produced bricks. This could simulate the normal forces through the structure. The initial test gave insights in the failure behavior and also in the flaws and challenges of the production and proper structural behavior.

Specimen 2 30000

1

25000 Standard force [N]

Cast glass bridge

20000

1

4

4

3

3

15000

2

2

10000

5

5

7

5000 0

7 6

0

1

2

3

1

4

5

6

6 6

Deformation [mm]

part foil - destructive

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Cast glass bridge

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stress analysis Analysis on the residual stress was performed on the produced bricks and on other special made specimen to discover relationships of the edges and the residual stresses.

6 mm Radi 36 mm Radi 6 and 12 mm Radi

24 mm Radi

12 mm Radi 24 and 36 mm Radi

Academic Portfolio /

6 mm Radi 36 mm Radi 6 and 12 mm Radi

Ir. Ivo Sombroek

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2017

3d scanning analysis 3D scanning techniques were used to discover the production tolerances and the behavior of glass during the production phase. This showed relationships of the geometry and the final outcome of the product.

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Cast glass bridge

01

research outcomes The outcome of the graduation is a proposal for the specifics of the brick and insight in design for structural cast glass elements.

The relationships between the production and structural aspect for cast glass were discovered and the influence of altering shapes is made more clear. The research is still ongoing by others.

DEFORMATIONS BELLY BRICK

DEFORMATION 36MM SPECIMEN

THE GLASS BRICK NUMBER 4, HAS AN AVERAGE DEFORMATION BETWEEN +2.04 AND -0.82MM. THIS DOES INCLUDE THE FUNNEL MATERIAL ON TOP.

THE GENERAL DEFORMATION OF THE BRICK SHOWS A FLUCTUATION BETWEEN + .10 AND - .14 MM.

C AA

3D plot

3D plot

A

B 2 1

1

B

A

1 2

B

A

Horizontal section; at 40 mm

Vertical section

BB

Vertical section

A

2 B

AA

CC

C BB

Vertical section; at 90 mm

AA

Horizontal section; 36mm from bottom

SCALE FACTOR 20

INFLUENCE OF GEOMETRY - RELATIONSHIPS

BELLY WIDTH

PATH OF DEFORMATION STIFFNESS SHAPE

BASE HEIGHT

PATH OF DEFORMATION NETTO CONTACT AREA TRANSITION

Radi 36 mm

RADII EDGES

STRUCTURAL TEST GEOMETRY

NETTO CONTACT AREA STRESS-DISTRIBUTION STIFFNESS CORNER

Radi 48 mm

Radi 72 mm

Radi 84 mm

RADII TRANSITION

FLOW OF FORCES NETTO CONTACT AREA

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master projects

building technology

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personal shade

A NEW PRODUCT DESIGN FOR GLARE SOLUTIONS

product prototype structural business

02

glare resistance

automated design

The question was raised to design solutions for glare problems at offices or working spaces. We decided to locally solve the issue for glare using a direct sun spot covering solution. This object could than be personalized by the user.

The prototype is made from wood and works manually, this has been done to explore and work with several 3D prototyping techniques. The vision for the end product contains an automated design.

The final design consists of a simple but elegant tube in which two arduino motors work together to locate the object onto the right spot to prevent direct sunlight. This can be done by the simple click on your smartphone.

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Personal shade

02

Academic Portfolio /

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2017

m of the clarity of how the conel, is solved in our final choise more simple way.

re two motors positioned at the wo directions. A rotation of both a horizontal movement (image te direcions, the panel moves vement is way easier to make: its is mentionworthy that even ssible by lowering or increasing

control with buttons, a joystick tphone, computer, tablet etc.).

Text: ( Tahoma 36 point ) Write a short explanaiton of your concept. Why have you chosen this, what is the problem, you would like to solve, what have you developed, what is the prototype showing and maybe what will be different if this project is becoming a project

INSTRUCTION MANUAL

PersonalShade

design Place allkityour pictures and text within this box, feel free to make the best use out of this This research contained a design process of prototyping and a thinking process of industrial design. Which led to a solution of a kit design, something like the ikea furniture, a box should completely furfill all purposes and users.

For mounting your own personal shade in a matter of minutes

I N V E N T O R Y what should be there

Important !

START BUILDING FROM TWO SIDES AT THE SAME TIME

Connection overview

STEP 1 2X mounting the lid For this step use the profile lid together with the side pieces (135 mm ) and connect them with two allen bolts

STEP 2 4X mounting the middle pieces For this step continue using the start piece first, both the inner (260 mm) and outer profile (160 mm), slide the inner profile into the created side pieces and connect with the allen bolt, slide the outer profile over the inner profile and connect with the allen bolt.

Continue this process with the standard pieces of the inner (300 mm) and the middle pieces of the outer profile (300 mm) on one side use the middle piece of the inner profile (200 mm) at the end

Image 36. Schematic drawing of final mockup.

has the least visual impact on nel. Negative aspects are that rs and that the problem of draft we decided to make a comproual building model for the pre-

STEP 3 2X connecting the slider and spacer Pull both slider element through the created pieces of rails and lie them between both pieces. Push the spacer into the void and connect with the allen bolt

STEP 4

insert mounted slider inside the profile

Insert the mounted slider into the created rails on the left side and push towards the end. Make sure the wire is hanging out of the opening in the bottom of the outer profile.

A. Vertical movement mechanism.

STEP 5 connecting both sides of the rails For this step slide both ends of the created rails into each other and connect with the allen bolt

B. Horizontal movement mechanism.

PLACE THE MOUNTING PIECES AT THE INSTRUCTED PLACE. WINDOW SIZE-SUPPORT DISTANCE THERE WILL BE A TABLE WHICH SAYS AT WHAT DISTANCE THE SUPPORTS SHOULD BE MOUNTED, WE NOW ONLY KNOW IT FOR A 3000 MM WIDE RAILS (530 mm from the side, 1940 mm in between)

STEP 4 mounting the rails

MOUNTING VARIATIONS

For this step grab the rails and slide it through the mounted pieces on the wall or ceiling.

The mounting piece can be mounted rotated in relation to the rails. So therefor it could be mounted in the wall, the ceiling or other.. It can only be rotated in the 45 degrees as shown.

Make sure the rails it equally devided over the supporting elements !

Make sure the opening in the bottom of the rails points downwards while mounting !

Connect the rail on the supporting elements with the allen bolts

C. Horizontal movement mechanism.

STEP 1 measuring the drill holes For this step use the table window size - support distance to find out the exact distance for the supports in relation to your own window size.

Line the drill hole on respectively the wall or the ceiling ( see the scheme mounting variations for more detail )

STEP 2 drill the holes and insert the plug For this step use the table window size - support distance to find out the exact distance for the supports in relation to your own window size.

Line the drill hole on respectively the wall or the ceiling ( see the scheme mounting variations for more detail )

STEP 3 Fasten the mounting pieces with the mounting bolt For this step use mounting bolt M6 x 80 mm. put the mounting bolt through the opening of the mounting element and into the drilled hole with the plug. Fasten the bolt until it is tight.

PLACING YOUR PERSONAL SHADING PANEL

STEP 1 place your personal panel inside the fram PLACE THE PANEL ‌.

For this step grab your personal panel at the lid and slide it into the void of the frame from the top.

STEP 2 hang the frame on the wire from the rails For this step lie the frame down close to the window, next grab the wire with the hook, hanging from the bottom of the rails, and pull them towards you until they reach the frame.

Now hook on both sides on the destinated placed in the frame.

Next you can use the remote to wind the wire.

Make sure the mounting element has the right end up when mounting !

Sponsors: Place the logos here if your project was done with support of a company

/ Page 25

Delft Seminars on Building Technology

facade renewal (AR1A075) 2013/14-Q3/Q4

03

Ivo Sombroek

Neudeflat - M

AN ENERGY SAVING FACADE MODULAR SYSTEM

3

1

facade sustainable technical conversion natural ventilation

Fig. 1.1 A render is shown to give an impression of the building and facade as a whole. Also the added construction is visible, together with its connecting beams and cross links.

Fig. 1.2 An exploded view of the added construction. This shows the vertical build up of the IPE300 column (1) wich are connected to each other. To prefent it form buckling a horizontal beam (2) is connecting the differt columns. Cross links (3) are added to transfer the horizontal stresses caused by the wind pressure. It is lead to its foundation with a vertical cross link (4) . The foundation consist of new piles in the ground placed next to the existing foundation plate of the building. (5)

building history

facade design

The Neudeflat in Utrecht has a history of modernism, it was the former highest office building and expressed the transition to business in Utrecht. Build in 1961 it no longer has this image. Creating a new facade will help this building regain its image as a building for renewal.

If the building is stripped from it’s original facade it Fig. 2.1 can be transformed into a proper insulated building From top to bottom, the different orientation of the windows compared to the different orientation by covering a new skin around its floors. The facade of the facade. To create natural shadow the window should be tilted according to their orientation the sun. A South facade should have it tilded is hung on a new lightweight structure of oninsteel a vertical plane, while a West and East facade should have them tilded in a horizontal plane. The which only has to carry the deadloads, windloads North facade could have the window in the very of the box as shown. are transferred onto the existing floors. Theendnew 2.2 skin of the building incorporates all functionsFig. such Scheme about the assembly of the facade. First the new construction (1) can be placed as explained as the insulation, water protection, ventilation above. Then the boxes (2) and the ventilation shafts (3) will be placed. This is done per floor and system and interior. from right to left to connect them to each other.

2

5

4

After this the stud frame (4) can be installed to mount the facade cladding ( 5) of wooded shingles.

The interior walls (6) can be placed at any time after the boxes are mounted.

This is a logical and fast way to assembly the facade. The ventilation shafts could be placed after all the boxes are in place, but to make sure the assembly of it is perfect it should be done per floor.

Fig. 1.2

Fig. 1.1

Fig. 3.1 Scheme on the section over the facade, wich points out all the elements implemented.

1. Places the air outlet for the EWF concept 2. Insulating the building 3. Provides natural shadow (reduces heat load) 4. Generate energy through solar panels 5. Makes personal ventilation possible 6. Implements electrical lightning 7. Provides for light blockage (with shutters) 8. Heating and cooling with a comfort cealing

1

6

3

Fig. 3.2 Defines the prefab facadebox, it is cast with fiber reinforced polymers (FRP) with insulation foam in between. (1) The box comes with placed mounting points (2) and the window frame (3) as wel as the solar panels (4) are demountable.

4

Fig. 3.3 From left to right, references for the facade.

Eneco headquarters with a green facade system.

And stadskantoor Utrecht with use of FRP facade elements.

2

A.Structural design

The overall structure of the desig building, this is a primary demand rection with the implementation

by Ben Bronsema. In this concept And the peaces of it that could be proposal and I wanted to continu the constructive design of the bu ing slabs give quite an open floor the parapet out of vision. This cre openings could be fitted with win still present thermal leaks of the b ones would have to be supported existing floors. This because they foam in between and that means constructional floors would easily of a clear boundary between the penings. The boxes are hanging d are only connected to the existin columns on their place but doesn This is completely done by the ne The columns will be connected ve tremely large column and it could columns are horizontally connect the whole construction is cross lin vertically cross linked to transfer the ground placed next to the exi ing and no compromises are done straight lines.

B. Construction design

The construction design seemed how I could implement a prefab b isolation line which wasn’t straigh Next to this, the spaced in betwe watertight.

In my research to a working syste the box. A big help was the stads which already contained the wind mers (FRP) which can be made in the connection points can alread installation is done quickly which I used this reference to make my that defined my prefab boxes. . T the earth wind and fire concept. nents of the concept, but mostly the concept needed more from t second one is to lessen the energ energy on its own.

This resulted in the prefab boxes lated line between the existing bu could help with reducing the heat rect daylight. And solar panels are While detailing the isolation line s transfer stresses in the same line The big breakthrough was the ad and make sure the boxes can be m there is room for the ventilation s The boxes are really the centrepie climate demands and visual dema desirable but also functional and C. Climate design

Fig. 4.1 The chain Earth Wind and Fire consists of.

Overpressure room Air from outside is captured in the room, from there it will flow into the climate cascade caused by the overpressure created by the incoming wind.

--> inside of the room turbines are located that create energy from wind that is passing through.

5

1. Steel IPE300 columns 2. Insulated box systems Climate cascade The air from the overpressure room is pushed 3. Ventilation shafts down because of a shower of small water droplets which create a downwards pressure, which also pulls on the air inside of the overpressure room 4. Stud frame The facade is a direct response to --> The droplets have a temperature of 13 degrees which cooles the incoming air in summer and heatits best, but is adding demand for 5. Cladding system with vegetation ens the incoming air in winter. This water can be the direct components of EWF, o collected from a renewable source, for example the inlet shafts, these have a protecte 6. Interior constant ground temperature.shutter walls is preferable for a comfortable in Building airflow The air from the water cascade has to be lead to the building and can flow in various ways through the building. After this the air is lead to the solar chimney.

Fig. 2.1

Fig. 2.2

1

The projectplan asked for a desig Fire concept. This the centerpart Although everything else is done EWF has different component tha on the balcony of the top floor. T shaft of the core. Through the ba building and will be divided per fl ing through shafts in the core and inside of the emergency staircase the ventec system.

Solar chimney The air is lead from the building towards the solar chimney because of the pressure build up through the previous components but also from the flow inside of the chimney. Sunshine is passing through

I installed comfort ceiling to heat controlled manually. The system for the much needed floor height created this in the prefab boxes in cept but it’s needed to satisfy the The boxes also lessen the heat lo panels. This bring the building tow provide for personal control of th concept is implemented and desi climate and building performance

/ Page 27

Facade renewal

03

South facade

box principle

new interior environment

The main element of this facade system is the facade box made from FRP. This material allows for all the inserts and mounting elements to be in place for a quick installation.

For each facade the window is placed on a specific angle to keep solar heating out but allow daylight into the building.

The interior environment of the office building will be greatly improved by the new facade system.

First of all the interior climate is improved greatly, the building is now insulated and by keeping solar heat out of the building the heat loading is enormously decreased. The natural ventilation system of Earth Wind and Fire is implemented in the facade system. Secondly the daylight entry is improved by the floor to wall design of the window boxes.

North facade

West (or East) facade

Academic Portfolio /

Ir. Ivo Sombroek

/

2017

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

inars on Building Technology

Q3/Q4

Ivo Sombroek 4104242 Neudeflat - Model for renewal

A

side 1:20

Longitudinal section 1:20

2500

500

Cross section - A - 1:20

DD

2500

500

CC

420 750

A

ade fragment - B - 1:20

Critical detail - AA - 1:5

Critical detail - BB - 1:5

Critical detail - CC - 1:5

Critical detail - DD - 1:5 demountable connection between prefab facadebox and window frame

connection IPE300 with floors through threaded end

strip welded on IPE 300 for mounting prefab facadeboxes

prefab facadebox fiber reinforced polymer with insulating foam

wooden subframe tolerance designed in the prefab facadeboxes for mounting

solar panels mounted on the botom of the prefab facadebox

250

prefab facadebox, mounted on the IPE300 with prefab placed connections

cutour for outlet ventilation shaft

ventilation outlet, air regulator implemented in acoustic foam

prefab gevelbox sloped for drainage rainwater

mounting subframe on prefab facadebox 50

AA

ventilation outlet grill

connection IPE300 with floors through threaded end

510

BB

drainage prefab facadebox through cutout facade cladding with wooden shingles

100

solar panels mounted on the botom of the prefab facadebox

200

350

150

openable panel in window frame for personal ventilation

acoustic foam

1100

1800 concealed fixing for end strip window frame

cutout for interior light

shutters for personal light shading demands

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1800

/ Page 29

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

B

flexible mold

04

A FLEXIBLE MOLD MADE DESIGN

grasshopper

freeform

technical conceptual hands on

flexible mold

design

This project focused on the use of a flexible mold in the production process. The mold consists of two sides, each of which has a panel that can be formed into a variety of shapes using 49 adjustable points.

The material we could use was PUR, therefore we decided to design according to its quality; lightweight versus high volume. The result was a floating object which could be used for shelter and encounters. Since it was located in the water we gave the design multiple orientations by rolling over in the water.

PRELIMINARY D

Mould

PRELIMINARY DESIGN WEEK Mould

PURVILION - THE UNVEILING - 05/11/2014 - AR0135 Technoled

EPTS WEEKS

PURniture

Nick van der Knaap/4099842 Ivo Sombroek/4104242 Jeroen van Veen/4085108

User possibilities / Page 31

Flexible mold

04

production The production process took a week of testing and two weeks of building.

We used grasshopper scripts to cut the geometry and shape the edges of each panel. All panels were produced and could be assembled to the final object.

FABRICATION AND PRODUCTION Building week

PURVILION - THE UNVEILING - 05/11/2014 - AR0135 Technoledge - Informatics

Academic Portfolio /

Ir. Ivo Sombroek

/

2017

final result Unfortunately we didn’t have the resources to complete the floating design, but we did manage to create a finished bench which had a location on the campus for a while.

VILION - THE UNVEILING Technoledge - Informatics

FEEL FREE TO VISIT OUR PURVILION !

/ Page 33

structural glass

glass structure technical safety

STRUCTURAL GLASS ROOF CAPTURING POOL REFLECTIONS

05

/ Page 35

Structural glass

05

structural glass design

detailing

The design question was to create a glass roof structure covering 28 by 42 meters. We decided on a portal structure of glass, with secondary beams and glass panels. The design lead us through production ENTATION OF THE SECONDARY BEAMS methods, detailing principles and placement of the beams in repetition and its horizontal orientation of the beam has been researched. The first option was a road-like orientation that would follow the safety methods.

Detailing this design uncovered the weaknesses and strengths of glass in structural use. The result is visible on the next page in which the use of glued and laminated connections are visible. A minor structural calculation is performed to discover the loading patterns and lamination thicknesses.

.2 STABILIZATION

STRUCTURAL BUILD-U

e of the arched beam (see figure 5). The advantage of this principles is that there smaller angle under which the glass roof panels meat the secondary beam. But s case, secondary beams are all placed differently which will be eventually more plex in production, but another disadvantage is that the beam itself would become strong under an angle. second option was place straight panels all in the same direction and in the same

Force flow and positioning

BILIZATION Figure 5: Roofbeams, from a curved to straight orientation

ourse, the structure had to be stable in all directions. And for this stabilization there e several options. The two main options were to stabilize with the glass panels or abilize with steel cables. Since the assignment was to design as much as possible glass and it is estheticially also a better choice, there is chosen for stabilizing with s panels. This principle can be seen in figure 6.

1

2

ry essential point while taking this into account was that the glass also had to be 3 ed all the way down towards the foundation. Besides that, also the connection ben the roof panels must not allow rotation. The same counts for the connection of secondary beam touching the arched beam.

4

Figure 6: Stabalizing using glass panels

Load transfer according to deadload and windload

Academic Portfolio /

Carlyn Simoen/4064798 Ivo Ir. Sombroek/4104242 Ivo Sombroek /

2017

E

8 2

.4 INVE

Figure 10: Inventory

60 side panels; mixed sizes; 5.2x0.8-2.5x0.059 mass; approximately 83,950 kg

72 roofpanels; mixed sizes; 5.2x3.0-3.5x0.057 mass; approximately 166,320 kg 2310 kg per beam In total 279 glass elements. total mass; approximately 45,600 +23,812+166,320+83,950 = 319,682 kg 319 ton without steel connections max 32 ton per vehicle of 11.6 m long. so; 10 times.

41 arched beam elements; mixed sizes; h=0.2 mass; approximately 45,600 kg

106 x secundairy beams; 5.2x0.6x0.03 mass; approximately 23,812 kg 224 kg per beam

Ca Ivo

Elements of the roof structure

/ Page 37

Structural glass

05

.1 CLAMPED BEAM CLAMPED BEAM 3.1 CRITICAL DETAILS

arched glass beam

steel male-female joint

arched glass beam

aluminum cap rubber aluminum cap

arched glass beam

rubber bolt bolt steel plate

steel male-female joint

glass roof panel steel plate glass roof panel glass secondary beam

Secondary glass beam

glass secondary beam

Figure 14: Sliding in the didvided arched beam Figure 14: Sliding in the didvided arched beam Figure 12: Arched beam on foundation

Figure 11: Foundation detail

CHED BEAM TO FOUNDATION CHED BEAM TO FOUNDATION rched beam should have a clamped connection to arched glass beam beam should clampedisconnection to grched the windloads.

Thehave steelaT-profile laminated begtory. theItwindloads.

The steelfor T-profile is laminated behas enough height the windloads, that will joint steel male-female tory. It has enoughtoheight for surface the windloads, that will panels connected the side of the arched panels connected the side of the the arched he foundation.

Theto forces will surface pass through steel he foundation.

The will these pass through steel and the steel of theforces T-profile, will takethe up the Steel plate Bolt the and the steel of the T-profile, these will take up

CLAMPED CONNECTION ARCHED B arched glass beam arched glass beam

In structural sense the glass arched b steel male-female joint the foundation for transporting the w steel male-female joint tween the glass inside the factory. It h arched glass be passing through thebeam glass panels arched glass beam beam, to be transferred into the found of the glass panel connection and the shear forces.

concrete foundation

ould be guided carefully into place and then fixed. ould be guided into place and fixed.in place later.

Morecarefully on this connection canthen be seen place later.

More on this Figure 13: Front viewconnection can be seen in

12

Figure 16: Top view Figure 16: Top view

During assembly the beam should be The glass panel will slide into place la the other details. arched glass beam

Carlyn Simoen/4064798 Ivo Sombroek/4104242 Carlyn Simoen/4064798

arched glass beam

Ivo Sombroek/4104242

Academic Portfolio /

steel male-female joint

Ir. Ivo Sombroek

/

2017

.4 GLASS ARC 1500 mm

QLOADS ROOFPANEL THICKNESS 57 mm

SAVETY 1.2 * QLOAD

QLOADS ROOFPANEL THICKNESS 57 mm

DEADWEIGHT ARCHED BEAM

QLOADS ROOFPANEL THICKNESS 57 mm

QLOADS ROOFPANEL THICKNESS 57 mm

2600 mm

Its dimensions are 2000 mm high and will span 28000 mm.

Its limit states are a deformation of 28000 mm / 200 = 140 mm and a tension of 40 N/mm2 or 60 N/mm2 for the different glass types.

1500 mm

2600 mm

The arched beam is calculated with the previous findings for the panel and secondary beam formulated as pointloads on the arched beam together with its own deadload. From the risk analysis the arc should have an extra safety layer and can be made out of heat strengthened glass or fully tempered glass.

Figure 36: Max. deflection of 2.19 mm

CONVERT TO POINTLOADS FROM ROOFPANELS AND ROOFBEAMS

Figure 37: Fres in Y direction of 3640 N 10 mm glass 10 mm glass + safety layer 10 mm glass PointLoad from: qload snowload qload roofpanel qload roofbeam Total force pointload

Figure 35: Calculated loads on the arched beam

1.5 * 0.300 m * 5.200 m * 9.81e-3 1.2 * 0.300 m * 5.200 m * 2500 kg/m3 * 0.057 m * 9.81e-3 1.2 * 0.600 * 5.200 m * 2500 kg/m3 * 0.030 m * 9.81e-3

= 23.400 = 26.169 = 2.7525

N N N

= 72.969

N

Minimal dimension for the arched beam is 2 layers of 10 mm + safety layer of 10 mm.

This gives the following results shown on the right. This is the arc which will be used for the structure.

Figure 38: Principle stress, max tension of 2.53 N/mm2

Figure 39: Principle stress, max compression of -8.53 N/mm2 Carlyn Simoen/4064798 Ivo Sombroek/4104242

/ Page 39

offshore housing to offices

REINVENTION OF THE OFF-SHORE ACCOMMODATION

individual spaces

facade

extreme conditions

technical

This study shows a reinvented solution for structure and facade to offices together with an great improvement in livability of the interior spaces using natural light and efficient use of space. gym, sauna

sustainable use efficient

n.

For the facade system, durability and easy maintenance stood central. The facade and structural system is designed from the architectural influence of light inlet and light experience. All routing is positioned along the clean / dirtyedges of the building, this route is lead through the main structural system, column trusses, which are large enough to walk through. The facade fits between the structural grid and comes in a prefab segmented box and could easily be replaced or to dinner room maintained. to cabins

ORGANISATION

entrance from deck

Prefab facade element. Easy to replace and maintain.

Stiff structure with sandwich elements.

8400 mm x 3600 mm.

Mounted on construction beam.

Facade system

PREFAB FACADE ELEMENT

Openable roof and entering daylight, easy to replace elements from the inside.

to relax area

facade system

06

SC2

15-01-2015

to helideck saved space

to deckhouses

saved space use

installations

installations

work shift

flexible mounts towards the cabins, 18 degrees air. Exhaust outside of the cabin. Sound insulated.

created area to relax area

to offices

individual spaces

to relax area

to cabins to offices

clean / dirty gym, sauna

to dinner room

ORGANISATION

entrance from deck

Floor plans and routing / Page 41

structural in terms of the span of moments, they only carry their own forces from users.

The bridge deck spans from extruded triangle A BRIDGE USING (OLD) POLYESTER BOATS AS BUOYANCY to the other, these triangle are split in the middle by the tube which is used for the bench.

The railing is made from triangles which hold a wire mesh for maintaining the safety. bridge design In the sectionsustainable the usefloaters of the landscapebridge is visstructuralible, the partsUnused in between two bridge element The design of the bridge is a lightweight aluminum and abandoned polyester curved structure which makes perfect sense in sailing boats the are polluting the is kept open because connection to the with the polyester boats as floaters. reuse combination waters in the Netherlands, since The but bridge is made as a 3 dimensional truss system market on the water can be made here these boats won’t deteriorate a new using extruded aluminum profiles and tubes to conceptual the visual appearance of of. this transferisn’t and resist the loads as well as twist from use has been thought Theyconnection could the moving boats. This structural part all lies the floaters for a pathway hands on described in serve thisasproject. beneath the deck of the bridge, the upper part is

sustainable bridge

over the water.

2400 mm

07

mainly for user comfort.

8000 m

mm

Bridge element; Build up from 3 repetitive elements Max. weight from boat properties and approach to size by truss battening and stresses results in Upper/Lower battens 0.80/4 Diagonals 0.50/3 Triangular 40-80/4

2400 mm

/ Page 43

Sustainable bridge 07

Bridge element; Build up from 3 repetitive elements

3D visualization of the bridge

Academic Portfolio /

Max. weight from boat properties and approach by truss battening and st Ir. Ivo Sombroek 2017 results in /

Connection detail; For the realization of mounting the bridge elements the use of welded connections is avoided.

Repetitive construction elements can be found in the bridge and the complete bridge can be mounted to the base plate on three point, the points of the cross section triangle.

Wiremesh Wiremesh Alu. railing 40x60 Alu. railing Alu. tube 0.8040x60 Alu. tube 0.80 Connecting element welded flens Connecting element Alu. extr. welded profile flens

Wiremesh Wiremesh Scaffolding wood 45mm Scaffolding wood Alu. tube 0.8045mm

Alu.wood extr. profile Scaffolding 45mm Scaffolding wood 45mm

Alu.0.50 tube 0.80 Alu. tube tube 0.50 Alu. extr.Alu. profile Alu. extr. profile

Connection detail; Horizontal 1:5

Alu. tube O.50 tube O.50 Alu. extr.Alu. profile Alu. extr.

Alu. tube O.80profile

1000 mm

Aluminum handrail Haver&Boecker wiremesh

1500 mm

Bended Aluminum tube O/80

Alu. tube O.80 Connecting element welded flens Connecting element welded flens

Scaffolding timber boards, 45mm Polyester boat hull 3500 mm

Connection detail; Vertical / Horizontal 1:10

33

/ Page 45

temporary bridge

08

A BRIDGE USING AN (OLD) BARGE AND THE REMAINDER MATERIAL OF A FACTORY

sustainable

reuse

REALIZATION dge was constructed from steel ound in the abandoned factory of se elements where configured toorm the bikebridge. A standardized one grid is shown on the right. the beams through the gridfloors sfer the load onto the column. This ver element on which the beams ed. The cantilever element is altructed as one from the configurathe factory. The angled beams are n this element with a welded endth sides. On the side of the boat a s mounted on the existing ribs in ull. These angled beams differ in ell as the height of the cantilever d together they form the slight arc he whole bikebridge.

A steel ovide to make sure the forces point onto the boathull and do not creutward forces. steel construction is kept high make sure it is a durable element ce treatment against corrosion. ailing is made from T profiles, the ended and the other horizontally n the back flens.

reuse materials

temporary bridge

Old barges are used for their steel reuse but could also function as the base for a temporary bridge. This study uses a barge and the steel of an abandoned factory to create a temporary bridge. A helophyte filter inside the barge could help improve the water quality at the same time.

The design uses the steel available from the factory to create the structure needed. A steel cable makes sure no additional lateral loads are exposed to the walls of the ship. The level of sand can control the height of the ship in the water and additionally the deck of the bridge can be assembled higher of lower to differentiate in height.

.3 THE BIKEBRIDGE

R T b f a a lo T o

Bridge element; The bridge element is made on a grid of 5 meters in length and has to span the width of the barge ship which is around 7 meter. This element can be repeated, slightly adjusted to create the right angle of the arc, 15 times.

30 mm Grid floor Railing element from 100x70 T profile Railing element; The bended T profile of the railing will be mounted on the bottom flens of the HE240 beams and remain strong by the angle. To stabilize them in the longitudinal direction horizontal T profiles are fixed connected on the back side.

Steel HEB 240

IMPLEMENTING STRUCTURE AND FLOATER The two sections visible at the bottom of the page show the difference in configuration of the bikebridge and therefore the difference in height.

Only a small part in the connection detail should have a different orientation in order to realize this. Underneath the reed bed is placed on a sand bed to create a low tech supporting structure and is only secured in horizontal motion caused by wave energy.

Steel “prefab” element Steel HEB 400 200 mm clay 400 mm roots sand 30 mm Grid floor

100 mm pebbles

Railing element from 100x70 T profile Steel HEB 240

3400 mm

Concrete hull

Steel “prefab” element Steel HEB 400

200 mm clay Sand fill

400 mm roots sand 100 mm pebbles

4000 mm

Concrete hull Sand fill

4500 mm

4500 mm

9000 mm

/ Page 47

35

9000

cardboard

RESEARCH ON A NEW AND SPECIFIED STRUCTURAL CARDBOARD ELEMENT

[ HYPOTHESIS ] - Triangular profile has great potential for an application in structural systems research cardboard

structural practical hands on

structural cardboard

research statement

- Inherent strength of triangle shape The studies shows validated techniques for cardboard to be used structurally. Though, - Ready-made element, less connections cardboard is mainly used for theneeded paper industry and doesn’t regard to the building industry.

- Different section sizes,Thethicknesses and height research states that cardboard industry and building industry should work together for - Expandable element structural cardboard to be valued as a building material. The research also shows that the for cardboard has the most - Different configurations“wikkelmethode” possible potential for the design of structural elements.

The thickness and amount of glue can be - Triangle seen in structural purposes monitored and different shapes, for example stiff triangle could improve the structural - Applicable in different the orientations performance.

This study has investigated the precedents of structural cardboard projects and material performance to show the strengths and weaknesses of the use of cardboard for structural purposes.

Proposal for a winded structural element

09

Geodesic dome Fuller

Dome Eekhout

Japan Pavilion Ban

Christchurch Ban

Boat house Ban

W-house Frictionfactory

V-shed holland

Tube roof structure Ban

Tako wall van Iersel

The new gen plydome

Shigeru Ban bridge

Square tube pavilion Ban

Canopy, Ban

Cardboard House, Stutchbury and Pape

Openluchttheater

Nemunoki Children’s Art Museum Ban

Paper emergency shelter Ban

IE paper pavilion Ban

London paper tower Ban

Paper log house kobe japan Ban

/ Page 49

bachelor projects

architecture urban technical conceptual

/ Page 51

traveling pavilion

technical demountable

sustainable

DESIGN OF A TRAVELING PAVILION RAISING QUESTIONS ON SUSTAINABILITY

10

/ Page 53

Traveling pavilion 10

traveling pavilion

climate system

The goal of the project was to design a pavilion that would travel the world and raise questions for sustainability. This means adapting to different climates around the world and demounting and assembly of the pavilion numerous times.

The building itself has different climate zones. The shell is able to let sun in or keep sun out, and let air in or keep air out. This regulates the first zone of the building. The second zone is a box in box system which can control it’s climate even more.

The third zone is a fully regulated zone within the building. The structure inside of the building is disconnected from the shell structure and fits the programs needs.

Academic Portfolio /

Ir. Ivo Sombroek

/

2017

EXPOSITIE

INSTALLATIERUIMTE

OPSLAG

TOILET I.

TOILET H.

KEUKEN

TOILET H. TOILET D.

TOILET D.

WINKEL & BAR

EXPOSITIE

Ground floor of the building

/ Page 55

transformation

FROM INDUSTRIAL HALL INTO A COMMUNITY BUILDING FOR THEATER, WORKSHOPS, CINEMA AND STUDIES

transformation integrated design

old vs new

11

/ Page 57

Transformation 11

building qualities

experience alterations

This study leaned to observe the qualities of an existing building and how to design alterations and additional program with respect to the original building. The qualities of this original building is the hierarchy and the design of northern light.

All of the alteration are designed for them to be experienced, the main additions are the two volumes left and right from the original building, they are connected with a new hallway, this hallway is raised to experience the new level.

The original north facade is moved along with the hallway to maintain the experience from the outside. At the same time a new facade is placed inside the hallway and a second glass roof is created to improve the interiors climate.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Conncetion of old and new

Academic Portfolio /

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

3D section of the interior

/

2017

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

/ Page 59 UCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODU

small alterations

TRANSFORMATION WITH MINIMAL ALTERATIONS FROM ARMY BARRACKS TO VACATION PARK

transformation

user minded

minimal conversion

building section

This study shows a conversion project of a former military location with barracks into a vacation park.

The conversion aims to create a new program in the buildings with the use of minimal alterations.

The section is most important, creating rooms with beds and living rooms on different floors the goal to minimize the alterations is reached. The largest alteration is the additional staircase to connect the different floors. Other alterations are the balconies as an addition to the living rooms and a more direct connection to nature outside. Wherefore the window frames are adjusted and replaced by sliding doors. On the bedroom floors the hallway is made more attractive by the recess in the wall.

12

Living room floor

Bedroom floor / Page 61

new life for ruin

A TRANSFORMATION PROJECT FOR AN OLD RUIN IN SWEDEN

conversion

rebuild

fort history

new program

An old military defend tower stand along a important waterway towards Stockholm. In the years the top floor has been decayed and most of the outer walls lies in ruins. Though the interior space is magnificent and the view from the top is overwhelming.

This study shows a possible new program to give new life to the fort. The fort is perfectly reachable by waterway and could offer a perfect resting point for dinner. A restaurant is created and the roof structure is restored to it’s original height. The top floor however is opened and filled with glass to enhance the great view and relationship to the waterway.

Section of the ruin

13

Basement floor

Ground floor

Top floor / Page 63

freeform roof

ADDITION OF PROGRAM TO THE FACULTY OF ARCHITECTURE AND CONNECTING TO THE CAMPUS

addition

freeform

campus structure

new roof and program

The creation of addition space is used to join the faculty of Architecture in the campus structure by creating an entrance on the west side of the building. At the same time an unique outdoor area is created.

The addition program lies underneath a freeform roof, which is now accessible from the ground floor as well as the first floor. The roof allows for light to pass onto the hallways of the existing ground floor.

14

/ Page 65

large scale housing A COMBINED STRATEGY FOR LARGE SCALE HOUSING

large scale

housing

15

/ Page 67

Large scale housing 15

large scale housing This building houses a total of 48 apartments. It has 6 different plans of which 2 are duplex. Only three galleries are needed to access all of the houses. This has been done by the use of duplex and portico access.

TYPE B

TYPE A

TYPE C

Academic Portfolio /

Ir. Ivo Sombroek

/

2017

irregular facade Although it is a large scale housing building with loads of repetition in the floor plans and structure the facade seems to be irregular. In all floor plans thought has been given on maximizing the incidence of daylight.

TYPE F

TYPE E

TYPE D

/ Page 69

a forest getaway MODERN STYLE BUILDING FOR WORK AND HOUSING

villa

conceptual

16

villa and atelier The villa incorporates an atelier and a living area, separated between a hallway with glass walls on each side. The design came forth from the combination of these three boxes.

/ Page 71

concept pattern SHAPE AND PATTERN ARE INVESTIGATED FOR AN HARBOR AUTHORITIES BUILDING CONCEPT

public

conceptual

pattern design This project is a harbor authorities building and came forth from the concept of jetty rocks. The facade itself is made from tiles which implicate to be full solid rocks. A pattern is thought of to maximize repetition of bricks without losing sight of the concept.

17

/ Page 73