Design and Engineering

?

MCS 2 BUILDING TECHNOLOGYAR2AE035 building designdesign research institute Voorburgfinal presentation 19-01-2011group L

1/14 ARCHITECTURE

CONCEPT

PROGRAM

Space and mass

SITUATION 1:500

Wouter van der Linde 1354132 Peter van Luijn 4032977Robert Fransen 4030958 Harm Jan Velten 4049535

Plinth as a solid foundation

Placing mass

Shaping mass by function and building requirements

Covering work spaces

Installations

Filled space TotalFree space

Cabinets and labs

Cabinets and labs

Cabinets and labs

Cabinets and labs

Cabinets and labs

Meeting rooms - restaurant

Exhibition room

Model room - media room - library

Entrance - lecture room - small expo

Parking

Parking

Building aligned with surroundings

pedestrians

pedestrians

bikes cars


2/14 ARCHITECTURE

FLOOR PLANS 1:200


PARKING GARAGE

1st FLOOR

GROUND FLOOR

2nd FLOOR

structure

structure

structure

structure

function use

function use

function use

function use

‘negative space’





3/14 ARCHITECTURE

FLOOR PLANS 1:200


3rd FLOOR

5th FLOOR

4th FLOOR

6th FLOOR

structure

structure

structure

structure

function use

function use

function use

function use





SECTIONS 1:200

Section A-A Section B-B


4/14 ARCHITECTURE

FLOOR PLANS 1:200


7th FLOOR 8th FLOOR

structure structurefunction use function use‘negative space’ ‘negative space’


5/14 ARCHITECTURE

NORTH ELEVATION 1:200


EAST ELEVATION 1:200

SOUTH ELEVATION 1:200


6/14 ARCHITECTURE

IMPRESSIONS


ENTRANCE WITH SMALL EXPO

RESTAURANT

LOUNGE AREA

ROOF + FACADE IN WINTER ROOF + FACADE IN SUMMER (with sunshading fabric) NIGHT IMPRESSION

OFFICE FACADE STRUCTURE

SERRE

VIEW FROM VLIET VIEW ON NORTH FACADE

EXHIBITION FLOOR

SECTION 1:20

Wouter van der Linde 1354132 Harm Jan Velten 4049535Peter van Luijn 4032977Robert Fransen 4030958

7/14 FACADEMSC 2 BUILDING TECHNOLOGYAR2AE035 building designdesign research institute Voorburgfi nal presentation 19-01-2011group L

DETAILS 1:5


8/14 DETAILSMSC 2 BUILDING TECHNOLOGYAR2AE035 building designdesign research institute Voorburgfi nal presentation 19-01-2011group L

DO.01 DO.03

DO.04

DO.05

DO.02

DO.01

DO.02

DO.03

DO.04/DO.05

DETAILS 1:5


9/14 DETAILSMSC 2 BUILDING TECHNOLOGYAR2AE035 building designdesign research institute Voorburgfi nal presentation 19-01-2011group L

DO.06 DO.09

DO.10

DO.07

DO.08

DO.09/DO.10DO.06

DO.07 DO.08


10/14 STRUCTURE

OVERVIEW STRUCTURE

STABILITY

FLOOR SYSTEM

VERTICAL DEFLECTION FLOORS

HORIZONTAL DEFLECTION (WIND LOAD)


BUBBLEDECK BENELUX BV

Louizalaan 65

B-1050 Brussel

Tel.: 02 535 77 83

Fax: 02 535 77 00

www.bubbledeck.be

e-mail:mailbox@ bubbledeck.nl

productinformatie

2006171 • Copyright © by COBOSYSTEMS®

N.V. 2006

BubbleDeck - bollenplaatvloersysteem

BB/SfB

(23) (Ef2)

VLOEREN

BOLLENPLAATVLOERSYSTEMENBETON/IN SITU GEGOTEN

1. Stellen van de tijdelijke ondersteuning 2. Plaatsen van de elementen 3. Aanbrengen van de bijlegwapening

4. Aanbrengen van de randbekisting 5. Afstorten van de bollenplaatvloer 6. Verwijderen van de tijdelijke ondersteuning

BUBBLE D_ned_2006 02-06-2006 13:37 Pagina 1

OFFICE FLOORSPrep = 3 kN/m2

EXHIBITION FLOORPrep = 5 kN/m2

X DIRECTIONMax deformation, 2,7 mm

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.

Y DIRECTIONMax deformation, 1,0 mm

400 x 400C28/35

CHS 323,9 / 25,0

Bubble deck floord = 450 mm

Wind bracing

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

Basement walld = 450 mm

Stability walld = 300 mm

Elevator core

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

TRUSS BEAM DEFLECTION TRUSS BEAM

STRUCTURAL GRID

North facade: 600 kN / m

13945 kN9923 kN

10015 kN

3000

kN

/ m

7451 kN

6560 kN

3473 kN

South facade: 600 kN / m

East

faca

de:

300

kN

/ m

Wes

t: 30

0 kN

/ m

MAX DEFLECTION23,9 mm

HE 700 M

HE 700 M

t = 30 mm

Welded joint

CHS 273,0 /25

CHS 273,0 /25

350 x 350C28/35

CHARACTERISTICS

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

Upper beam: HE700MDiagonals: CHS 273/25.0Lower beam: HE700M

300 x 300

350 x 350

400 x 400

7th FLOOR

GROUNDFLOOR

450 x 450SHS 450 / 40


11/14 STRUCTURE

OVERVIEW COLUMNS

FOUNDATION


TYPICAL SECTION

PARKING

CO2 and LPG detectorsSmoke exhaust through ventilation

SERRE

Extract smoke through roofSprinklers with activation through detector

OTHER BUILDING PARTS

Fire compartmentsFire doors at serreFire screens at serre

HEATPUMP

HEADER HEADER

LBK

1

3

4

5

7

86

1817

9

111312

14

15

1618

19

2

2

34

1

1

2

HEATPUMP

HEADER HEADER

LBK

1

3

4

5

7

86

18

10

17

11

9

13

12

14

15

16

21

20

19

2


12/14 INSTALLATIONS

SUMMER DAY

1. source cold/heat storage2. injection source3. heat exchanger4. heat pump5. header6. air supply unit7. mechanical extraction exhaust air8. climate ceiling9. natural extraction through corridor10. chimney effect11. extraction air through roof

1. source cold/heat storage2. injection source3. heat exchanger4. heat pump5. header6. air supply unit7. mechanical extraction exhaust air8. climate ceiling9. natural extraction through corridor10. heating by sun

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

ZONE 2:Floor 2, exhibition floorFloor 1, library, model room, media roomFloor 0, small expo, café

ZONE 3:Floor 0, lecture room, back up

SUMMER NIGHT1. extraction air through roof2. air supply through facade3. natural extraction through corridoroptional:4. discharge pcm

WINTER NIGHT1. Keep heat inside (extra buffer)

12. sunscreen13. air handling unit14. floor cooling15. air supply through facade16. double glazing (zta 0.11)17. fire exhaust18. ventilation parking19. pv cellsoptional:20. extra cooling with water Vliet21. pcm in ceiling (active 22-26 C)

11. extraction air12. heat wheel13. air handling unit14. floor healing15. prevent cold glazing16. double glazing (U=1)17. fire exhaust18. ventilation parking19. pv cells

WINTER DAY SUMMER NIGHT

WINTER NIGHT


CLIMATE CONCEPTS

CLIMATE ZONES DISTRIBUTION FLOOR PLAN ROOF

SECTION OFFICE

DIMENSION DUCTS AND PIPES CAPSOL RESULTS

FIRE CONCEPT

Zone 3:

0. lecture room

lbk

Zone 2:

0. entrance0. small expo1. library1. mediaroom1. model room 1. ict1. archive2. exhibition hall

Zone 3:

3. restaurant / serre3. meeting rooms4. cabinets and labs5. cabinets and labs6. cabinets and labs7. cabinets and labs8. cabinets and labs

lbk lbk

laag 8

ins. ruimte

laag 7

laag 6

laag 5

laag 4

laag 4

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

A

B

B

B

CCCDDDD

D

E

E

F

F

G

H

IJKLMN

O

P

Q

R

S

S

S

S

S

X

SZD´

E´

C´

B´

A´

Z

ZONE 3 ZONE 2 ZONE 1

TEMPERATURE WINTER

TEMPERATURE SUMMER

TYPICAL FLOORPLANZONE 1, departments

TYPICAL FLOORPLAN

Brandcompartiment856 m2

Branddeur

Brandscherm

Vluc

ht-

trap

huis

Vluc

ht-

trap

huis Sprinklers

Bran

ddeu

r

Sprinklers

Vluc

ht-

ucht

uchtthhccu

Vlu

Vluu

Vuccuccuu

Vlu

Vluuc

htchtthhc

VV trap

huis

hap

hutr

appphhuu

raph

uuuhhut

apppppphhuu

rap

uuu t-ttttht-tthttthtch

thhhhhhhhchccccccucucucuucuculuuuuuuuuVluuu

Vlu

VlVuu

Vlu

VlVVVVVVVVVVui

suuuuhuuuuuuuphuhhuhhhhuhhphphphhphphhap

hapapppappapppppppra

paaaapaapppptr

attrttt

t-ttttttththhhhhhchhhucccccucuuuuuuluuuuuuuVVVVVVVVVVVui

suuuuhuhhuuhhuuphhhhhhhphppppppapaapapapppppraaatr

att

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

DOORSNEDE TYPISCHE PLATTEGROND

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

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

WINTER

WINTER

SPRING

SPRING

WINTER

ISO CONTOUR ON WORKSPACEFLOOR PLAN

SUMMER

IMPRESSION

SUMMER

SUMMER

AUTUMN

AUTUMN

NATURAL LIGHTING WHOLE BUILDING, CROSS-SECTION

NATURAL LIGHTING EXHIBITION, FLOORPLAN

NATURAL LIGHTING OFFICE

ARTIFICIAL LIGHTING OFFICE


13/14 LIGHTING


!"#$%&'ÿ(!"#!$#%!$$

&'()*+,)-(.(/,,0

1*2(34*5.

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

! 6%#7! $%7 $89#7! %7! :$%#7! :97 ;:9#7! 7!! .2

<*=50*ÿ$

Project 1

03.01.2011

OperatorTelefoon

Faxe-Mail

Ruimte 1 / Uitwerking op een pagina

480

480

480640

640

640640

640

640

640

640

800

800

800

800

800

800

800

800

800

3.60 m0.00 0.66 2.64

5.40 m

0.000.27

1.19

1.52

1.85

2.17

2.52

2.85

3.11

3.52

3.85

4.17

Hoogte van de ruimte: 3.200 m, Montagehoogte: 3.325 m, Behoudfactor: 0.85

Waarden in Lux, Schaal 1:70

Vlak ρ [%] Egem [lx] Es [lx] Emax [lx] Es / Egem

Werkvlak / 603 38 836 0.064

Vloer 50 435 34 639 0.078

Plafond 70 115 79 144 0.692

Muren (4) 50 200 24 646 /

Werkvlak:Hoogte: 0.750 mRaster: 128 x 128 Punten Randzone: 0.000 m

Armaturen stuklijst

Specifiek vermogen: 24.69 W/m² = 4.09 W/m²/100 lx (Oppervlakte: 19.44 m²)

Nr. Stuk Type (Correctiefactor) Φ [lm] P [W]

1 4 Philips Indolight TBS375 2xTL5-54W/827/865 HF AC-C6-H (1.000) 8700 120.0

Totaal: 34800 480.0

Pagina 1

!"#$%&'ÿ(!"#!$#%!$$

&'()*+,)-(.(/,,0

1*2(34*5.

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

! 6%#7! $%7 $89#7! %7! :$%#7! :97 ;:9#7! 7!! .2

<*=50*ÿ$

Philips Indolight TBS375 2xTL5-54W/827/865 HF AC-C6-HDynamic LightingLichtstroom armatuur: 8700 lmArmatuurvermogen: 120.0 WArmatuurcategorie volgens CIE: 100CIE Flux code: 71 100 100 100 60Uitrusting: 2 x TL5-54W/827/865/3800 (Correctiefactor 1.000).

SECTION OFFICE


14/14 OVERALL VIEW


Documents

Design and Engineering