Design and Engineering

Page 1

MCS 2 BUILDING TECHNOLOGY AR2AE035 building design design research institute Voorburg final presentation 19-01-2011 group L

1/14 ARCHITECTURE

CONCEPT

Space and mass

?

Plinth as a solid foundation

Placing mass Filled space

Free space

Total

PROGRAM Installations Cabinets and labs Shaping mass by function and building requirements

Cabinets and labs Cabinets and labs Cabinets and labs Cabinets and labs Meeting rooms - restaurant

Covering work spaces

Exhibition room

Model room - media room - library Entrance - lecture room - small expo Building aligned with surroundings

Parking Parking

SITUATION 1:500

pedestrians

bikes cars

pedestrians

Wouter van der Linde 1354132

Robert Fransen 4030958

Peter van Luijn 4032977

Harm Jan Velten 4049535


MCS 2 BUILDING TECHNOLOGY AR2AE035 building design design research institute Voorburg final presentation 19-01-2011 group L

2/14 ARCHITECTURE

GROUND FLOOR

PARKING GARAGE

 



FLOOR PLANS 1:200

 

 





 













  



 





 













 













 





 



 



 



  







 



























structure















function use







‘negative space’

structure

function use







‘negative space’

2nd FLOOR 

1st FLOOR



 







 

 



 





 

  











 







 





 













 



 









 





























structure

Wouter van der Linde 1354132

function use

















‘negative space’

Robert Fransen 4030958



structure

function use

Peter van Luijn 4032977







‘negative space’

Harm Jan Velten 4049535


MCS 2 BUILDING TECHNOLOGY AR2AE035 building design design research institute Voorburg final presentation 19-01-2011 group L

3/14 ARCHITECTURE

FLOOR PLANS 1:200 4th FLOOR 

3rd FLOOR

 



 



 











 



 

 



 









 



 



 













 



 



































structure















function use







‘negative space’

structure

function use







‘negative space’

6th FLOOR 

5th FLOOR



 



 



 

 



 





 



 







 



 



 

 



 



 









 





























structure

Wouter van der Linde 1354132

function use

















‘negative space’

Robert Fransen 4030958



structure

function use

Peter van Luijn 4032977







‘negative space’

Harm Jan Velten 4049535


MCS 2 BUILDING TECHNOLOGY AR2AE035 building design design research institute Voorburg final presentation 19-01-2011 group L

4/14 ARCHITECTURE

FLOOR PLANS 1:200

8th FLOOR

7th FLOOR

 



 



 



 



 



 



  









 



 







 

 



 





 



































structure















function use







‘negative space’

structure

function use







‘negative space’

SECTIONS 1:200 Section A-A

Section B-B

















 







 





































Wouter van der Linde 1354132

















Robert Fransen 4030958



Peter van Luijn 4032977

Harm Jan Velten 4049535


MCS 2 BUILDING TECHNOLOGY AR2AE035 building design design research institute Voorburg final presentation 19-01-2011 group L

5/14 ARCHITECTURE

NORTH ELEVATION 1:200

EAST ELEVATION 1:200

SOUTH ELEVATION 1:200

Wouter van der Linde 1354132

Robert Fransen 4030958

Peter van Luijn 4032977

Harm Jan Velten 4049535


MCS 2 BUILDING TECHNOLOGY AR2AE035 building design design research institute Voorburg final presentation 19-01-2011 group L

6/14 ARCHITECTURE

IMPRESSIONS VIEW FROM VLIET

VIEW ON NORTH FACADE

ENTRANCE WITH SMALL EXPO

EXHIBITION FLOOR

RESTAURANT

SERRE

LOUNGE AREA

OFFICE

FACADE STRUCTURE

ROOF + FACADE IN WINTER

ROOF + FACADE IN SUMMER (with sunshading fabric)

NIGHT IMPRESSION

Wouter van der Linde 1354132

Robert Fransen 4030958

Peter van Luijn 4032977

Harm Jan Velten 4049535


MSC 2 BUILDING TECHNOLOGY AR2AE035 building design design research institute Voorburg final presentation 19-01-2011 group L

7/14 FACADE

SECTION 1:20

Wouter van der Linde 1354132

Robert Fransen 4030958

Peter van Luijn 4032977

Harm Jan Velten 4049535


MSC 2 BUILDING TECHNOLOGY AR2AE035 building design design research institute Voorburg final presentation 19-01-2011 group L

8/14 DETAILS

DETAILS 1:5 DO.01

DO.03

DO.04/DO.05

DO.04

DO.03

DO.02 DO.01

DO.02

DO.05

Wouter van der Linde 1354132

Robert Fransen 4030958

Peter van Luijn 4032977

Harm Jan Velten 4049535


MSC 2 BUILDING TECHNOLOGY AR2AE035 building design design research institute Voorburg final presentation 19-01-2011 group L

9/14 DETAILS

DETAILS 1:5 DO.06

DO.09

DO.10

DO.07

DO.08

DO.06

DO.07

Wouter van der Linde 1354132

Robert Fransen 4030958

Peter van Luijn 4032977

DO.09/ DO.10

DO.08

Harm Jan Velten 4049535


MCS 2 BUILDING TECHNOLOGY AR2AE035 building design design research institute Voorburg final presentation 19-01-2011 group L

10/14 STRUCTURE

OVERVIEW STRUCTURE

VERTICAL DEFLECTION FLOORS

BUBBLE D_ned_2006

02-06-2006

13:37

Pagina 1

BUBBLEDECK BENELUX BV

productinformatie

Louizalaan 65 VLOEREN

B-1050 Brussel

BOLLENPLAATVLOERSYSTEMEN BETON/IN SITU GEGOTEN

Tel.: 02 535 77 83 Fax: 02 535 77 00

(23)

www.bubbledeck.be

(Ef2)

e-mail:mailbox@ bubbledeck.nl

BB/SfB BubbleDeck - bollenplaatvloersysteem

OFFICE FLOORS Prep = 3 kN/m2

FLOOR SYSTEM BUBBLEDECKFLOOR CHARACTERISTICS + Thickness of the floor: 450 mm + Maximal span: 14,4 meter ADVANTAGES + Construction without beams + Minimal construction height + Free mapping of installations + In-situ construction: + Irregular floor plans can be constructed + 30-35% Reduction of weight

1. Stellen van de tijdelijke ondersteuning

2. Plaatsen van de elementen

3. Aanbrengen van de bijlegwapening

EXHIBITION FLOOR Prep = 5 kN/m2 4. Aanbrengen van de randbekisting

5. Afstorten van de bollenplaatvloer

6. Verwijderen van de tijdelijke ondersteuning

®

2006171 • Copyright © by COBOSYSTEMS N.V. 2006

STABILITY

HORIZONTAL DEFLECTION (WIND LOAD)

Elevator core

Stability wall d = 300 mm

Wind bracing

The eastern wind creates a displacement in x-direction. The core and windbracing prevent this displacement, and therefore their reaction is opposite to the windload.

Basement wall d = 450 mm

X DIRECTION Max deformation, 2,7 mm

Bubble deck floor d = 450 mm CHS 323,9 / 25,0

The centre of gravity of the combined reaction force of the core and windbracing is eccentric to the windload. This creates a torsion in the construction, and therefore deformation in the ydirection. Reaction forces in the stability walls in y-direction create an opposing moment, and prevent further deformation.

400 x 400 C28/35 Y DIRECTION Max deformation, 1,0 mm

Wouter van der Linde 1354132

Robert Fransen 4030958

Peter van Luijn 4032977

Harm Jan Velten 4049535


MCS 2 BUILDING TECHNOLOGY AR2AE035 building design design research institute Voorburg final presentation 19-01-2011 group L

11/14 STRUCTURE STRUCTURAL GRID

OVERVIEW COLUMNS

7th FLOOR

300 x 300

350 x 350

400 x 400

450 x 450 SHS 450 / 40

GROUND FLOOR

FOUNDATION CHARACTERISTICS

North facade: 600 kN / m

7451 kN West: 300 kN / m

3000 kN / m

10015 kN

6560 kN 9923 kN

13945 kN

3473 kN

South

facad

e: 600

kN / m

East facade: 300 kN / m

BASEMENT WALL - Thickness: 450 mm - No shear reinforcement BASEMENT FLOOR - Thickness: 800 mm CONCRETE DRIVEN PILES - 400x400 mm - Total length 13,8 m - 7,2 m - 21 m below ground surface - Concrete quality B35 Load bearing capacity - Piles under pressure - Load transferred from columns via pile caps - 2000 kN / pile - Piles under tension - To prevent bursting due to waterpressure - 430 kN / pile TRUSS BEAM

DEFLECTION TRUSS BEAM

Upper beam: HE700M Diagonals: CHS 273/25.0 Lower beam: HE700M MAX DEFLECTION 23,9 mm

350 x 350 C28/35

CHS 273,0 /25 HE 700 M

Welded joint

t = 30 mm CHS 273,0 /25

HE 700 M

Wouter van der Linde 1354132

Robert Fransen 4030958

Peter van Luijn 4032977

Harm Jan Velten 4049535


MCS 2 BUILDING TECHNOLOGY AR2AE035 building design design research institute Voorburg final presentation 19-01-2011 group L

12/14 INSTALLATIONS

CLIMATE CONCEPTS SUMMER DAY

WINTER DAY 12

11

1

13 LBK

13

11

LBK

12

9 18

16

9

2

10

16

SUMMER NIGHT

19

15

3

4

19

8 15

6

6

8 21

14

14

7 7

WINTER NIGHT 18

17

18

17

1

2

20

5

HEADER

HEADER HEATPUMP

5

HEADER

HEADER HEATPUMP

4

3

3

1

2

1

2

1. source cold/heat storage 2. injection source 3. heat exchanger 4. heat pump 5. header 6. air supply unit 7. mechanical extraction exhaust air 8. climate ceiling 9. natural extraction through corridor 10. chimney effect 11. extraction air through roof

4

12. sunscreen 13. air handling unit 14. floor cooling 15. air supply through facade 16. double glazing (zta 0.11) 17. fire exhaust 18. ventilation parking 19. pv cells optional: 20. extra cooling with water Vliet 21. pcm in ceiling (active 22-26 C)

1. source cold/heat storage 2. injection source 3. heat exchanger 4. heat pump 5. header 6. air supply unit 7. mechanical extraction exhaust air 8. climate ceiling 9. natural extraction through corridor 10. heating by sun

SUMMER NIGHT 1. extraction air through roof 2. air supply through facade 3. natural extraction through corridor optional: 4. discharge pcm

11. extraction air 12. heat wheel 13. air handling unit 14. floor healing 15. prevent cold glazing 16. double glazing (U=1) 17. fire exhaust 18. ventilation parking 19. pv cells

WINTER NIGHT 1. Keep heat inside (extra buffer)

CLIMATE ZONES

DISTRIBUTION

FLOOR PLAN ROOF



E´ X

K

J

C I



E

B

laag 7

H

P E

laag 6

laag 4

Z

B

S

G R

laag 4

 

Q

laag 5



O

laag 8



C



ZONE 2: S B´ Floor 2, exhibition floor S C´ Floor 1, library, model room, media room S Floor 0, small expo, café D´

L

C



S

M

D



S

N

D

 

Z A´

ZONE 3: Floor 0, lecture room, back up

D

ins. ruimte

D



D

F

B



ZONE 1: Floor 8, departments + serre Floor 7, departments + serre Floor 6, departments + serre Floor 5, departments + serre Floor 4, departments + serre Floor 3, meeting rooms + restaurant

lbk

F



lbk

lbk

laag 4 t/m 8 (uitgegaan van 5 dezelfde verdiepingen ivm. flexibilieit)

A 

Zone 3: 0. lecture room

DIMENSION DUCTS AND PIPES

          

                      

Zone 2:

TYPICAL FLOORPLAN ZONE 1, departments

Zone 3:

0. entrance 0. small expo 1. library 1. mediaroom 1. model room 1. ict 1. archive 2. exhibition hall 

         

ZONE 1 3. restaurant / serre 3. meeting rooms 4. cabinets and labs 5. cabinets and labs 6. cabinets and labs 7. cabinets and labs 8. cabinets and labs

         

                                           

SECTION OFFICE

 

ZONE 2



ZONE 3

CAPSOL RESULTS

























TEMPERATURE WINTER







TEMPERATURE SUMMER

       

PARKEREN - CO2 en LPG detectors - Afzuigen rook via ventilatoren in garagewand

   

SERRE - Openzetten dak serre voor afvoeren rook - Sprinklers met activering door rook detectie

OVERIGE GEBOUWDELEN - Brandcompartimenten - Branddeuren bij loopbruggen - Brandschermen langs serre

FIRE CONCEPT TYPICAL SECTION

TYPICAL FLOORPLAN

Brandcompartiment 856 m2

Brandscherm

Wouter van der Linde 1354132

Robert Fransen 4030958

Sprinklers

OTHER BUILDING PARTS

DOORSNEDE PARKING

SERRE

CO2 and LPG detectors Smoke exhaust through ventilation

Extract smoke through roof Sprinklers with activation through detector

Peter van Luijn 4032977

VluchtVl Vlu V lu uccch u cht htht h t tttraphuis tra rap ra raap aph phu ph p hu h uis u

VluchtVlu V ucht uc u ccht ht traphuis ttrap raphu rap aphu ap phu

Branddeur

Branddeur

TYPISCHE PLATTEGROND

Fire compartments Fire doors at serre Fire screens at serre

Harm Jan Velten 4049535


MCS 2 BUILDING TECHNOLOGY AR2AE035 building design design research institute Voorburg final presentation 19-01-2011 group L

13/14 LIGHTING

NATURAL LIGHTING WHOLE BUILDING, CROSS-SECTION WINTER

SPRING

SUMMER

AUTUMN

SPRING

SUMMER

AUTUMN

NATURAL LIGHTING EXHIBITION, FLOORPLAN WINTER

!"#$%&'ÿ(

!"#$%&'ÿ( !"#!$#%!$$

!"#!$#%!$$

&'()*+,) -(.(/,,0 1*2 (34*5.

NATURAL LIGHTING OFFICE SECTION

)*+,'%ÿ-ÿ.ÿ/+&0'1%&#"ÿ(ÿ.ÿ)%21%"+23ÿ#2$*+4'%ÿ56%*"%2

WINTER

OFFICE

&'()*+,) -(.(/,,0 1*2 (34*5.

)*+,'%ÿ-ÿ.ÿ/+&0'1%&#"ÿ(ÿ.ÿ)%21%"+23ÿ#2$*+4'%ÿ56%*"%2

SUMMER

The sections show that the offices at the bottom of the serre don’t get enough daylight in every season of the year. Project 1

For this reason we take a better look at this office areas. Operator

03.01.2011

Telefoon Fax e-Mail

ARTIFICIAL LIGHTING OFFICE

!

6%#7!

$%7

$89#7!

%7!

:$%#7!

:97

;:9#7!

7!!

.2

!

Ruimte 1 / Uitwerking op een pagina

FLOOR PLAN

ISO CONTOUR ON WORKSPACE

6%#7!

$%7

$89#7!

%7!

:$%#7!

:97

;:9#7!

7!!

.2

IMPRESSION

5.40 m

480 640 640

480 640

4.17 3.85 3.52

800 800

640

800 800

800

800

640

800 640

640

<*=50*ÿ$

2.17 1.85 1.52 1.19

800 480

<*=50*ÿ$

3.11 2.85 2.52

800

640 0.27 0.00 0.00

0.66

2.64

3.60 m

Hoogte de ruimte: 3.200 m, Montagehoogte: 3.325HF m,AC-C6-H Behoudfactor: Philips van Indolight TBS375 2xTL5-54W/827/865 0.85

Dynamic Lighting Lichtstroom armatuur: ρ8700 Egem [lx] Es [lx] Vlak [%] lm Armatuurvermogen: 120.0/ W Werkvlak 603 38 Armatuurcategorie volgens CIE: 100 435 34 Vloer 50 CIE Flux code: 71 100 100 100 60 Plafond 115 79 70 Uitrusting: 2 x TL5-54W/827/865/3800 (Correctiefactor 1.000). Muren (4)

50

Werkvlak: Hoogte: Raster: Randzone:

200

24

Waarden in Lux, Schaal 1:70 Emax [lx]

Es / Egem

836

0.064

639

0.078

144

0.692

646

/

0.750 m 128 x 128 Punten 0.000 m

Armaturen stuklijst Nr.

Stuk

1

4

Type (Correctiefactor) Philips Indolight TBS375 2xTL5-54W/827/865 HF AC-C6-H (1.000)

Wouter van der Linde 1354132 Specifiek vermogen: 24.69 W/m² = 4.09 W/m²/100 lx (Oppervlakte: 19.44 m²)

Totaal:

Φ [lm]

P [W]

8700

120.0

34800

480.0

Robert Fransen 4030958

Peter van Luijn 4032977

Harm Jan Velten 4049535


MCS 2 BUILDING TECHNOLOGY AR2AE035 building design design research institute Voorburg final presentation 19-01-2011 group L

Wouter van der Linde 1354132

14/14 OVERALL VIEW

Robert Fransen 4030958

Peter van Luijn 4032977

Harm Jan Velten 4049535


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