Advanced Building Construction, Spring 2021 by UCLA Architecture and Urban Design

Advanced Building Construction UCLA A.UD 437 - Julia Koerner M.Arch - 2nd Year - Spring 202

Teaching Assistant: #FMMB 3PTB

Special Thanks to: Lecture Guests 1IJMJQQ 4DIXBEFSFS +BO EF $PO $FSB -BC) "MMBSE #PLNB $*( "SDIJUFDUVSF

%BWF %VOIBN (MPSJBOO -PQF[ 4FOUFDI

3FWJFX +VSZ Kais Al Rawi (Walter P Moore BOE "TTPDJBUFT) Vincenzo Reale (Arup UK) -JOETBZ &SJDLTPO (+PIOTUPO .BSL -FF) ,BSFO[B )BSSJT (.PSQIPTJT)

Advanced Building Construction Overview / Facade Types Construction Lecture Membranes

Construction Lecture - Composites $PODSFUF .FNCSBOFT Case Study Presentations $MPVE &OSJD 3VJ[ (FMMJ .FEJB 5*$ #BSDFMPOB 4QBJO 4BSBI $"-6"( +VMJF 4)": "SBUB *TP[BLJ "OJTI ,BQPPS "SL /PWB *OGMBUBCMF $PODFSU )BMM .BUTVTIJNB +BQBO &UIBO ." ;JXFJ )06

Construction Lecture - Glass & 5JNCFS $PNQPTJUFT Case Study Presentations .PSQIPTJT 4FKPOH . #SJEHF 4FKPOH $JUZ 4PVUI ,PSFB &SJD "-&9"/%&3 $MBJSF 304&/#&3( 4UFWFO ,"5; %JMMFS 4DPGJEJP 3FOGSP 5IF #SPBE .VTFVN -PT "OHFMFT $BMJGPSOJB 4JZV ."0 2JVZJOH -6

Construction Lecture - .FUBM #SJDL (MBTT Case Study Presentations 4UFWFO )PMM "SDIJUFDUT /FMTPO "ULJOT .VTFVN ,BOTBT $JUZ .JTTPVSJ .BYXFMM 1*5."/ 8FJ 2*6 3"6 "SDIJUFDUT 5SJPEPT #BOL ;FJTU )PMMBOE .JSBOEB )*36+0 3*/$0/ "OHFM -6/" 5JGGBOZ 030;$0 )FS[PH %F .FVSPO 1SBEB "PZBNB &QJDFOUSF 5PLZP 5PLZP +BQBO &N ("/ 9JVXFO 2* 1FSLJOT 8JMM 8JMLJOTPO &ZSF "SDIJUFDUT 5IF $SZTUBM -POEPO 6OJUFE ,JOHEPN ,BSJT 8"/( ,BJXFO :"/( )FS[PH EF .VFSPO &MCQIJMIBSNPOJF )BNCVSH )BNCVSH (FSNBOZ ,FWJO 8"/( 9JOZV :"/

Agenda

Construction Lecture - 5JNCFS .FUBM #SJDL 5JNCFS Case Study Presentations 'SFJ 0UUP 4IJHFSV #BO +BQBOFTF 1BWJMMJPO )BOOPWFS (FSNBOZ &NJMZ 4)&3."/ .POJDB 30) ,FOHP ,VNB "TTPDJBUFT 4USBTCPVSH &YIJCJUJPO 1BSL 4USBTCPVSH 'SBODF $BNJMMF 8"-,*/4)"8 3POBME 0;*0(6 ,FOHP ,VNB "TTPDJBUFT "TBLVTB $VMUVSF BOE 5PVSJTN $FOUFS 5PLZP +BQBO 3PZB $)"(/0/ 8FTMFZ -*/ +PSEBO 3"& 5PTIJLP .PSJ "SDIJUFDU 5ISFBE "SUJTUTh 3FTJEFODFT $VMUVSBM $FOUFS 4JOUIJBO 4FOFHBM "LBOB +":&8"3%&/& 4VOBZ 3"+#)"/%"3* )FS[PH EF .VFSPO 5BJ ,XVO $FOUSF GPS )FSJUBHF BOE "SU )POH ,POH $IJOB )POHZF 86 $IFOH ;)"/(

.JE 3FWJFX

Guest Lecture: "MMBSE #PLNB ($*( "SDIJUFDUVSF)

Guest Lecture: %BWF %VOIBN (MPSJBOO -PQF[ 4FOUFDI 5FBDIJOH "TTJTUBOU -FDUVSF #FMMB 3PTB *OOPWBUJPOT JO #VJMEJOH $POTUSVDUJPO

'FFECBDL 4FTTJPOT SE :FBS (SBEVBUF 4UVEFOU -FDUVSF (BCSJFM 4US[FQFL *OEFQFOEFOU 4UVEZ 3FTFBSDI E QSJOUJOH XJUI DMBZ

Final Presentations

Membranes

$MPVE &OSJD 3VJ[ (FMMJ, .FEJB 5*$ (#BSDFMPOB 4QBJO) / 4BSBI $"-6"(, +VMJF 4)": "SBUB *TP[BLJ "OJTI ,BQPPS, ASL /PWB *OGMBUBCMF $PODFSU )BMM (.BUTVTIJNB, +BQBO) / &UIBO .", ;JXFJ )06

Composites

.PSQIPTJT, 4FKPOH . #SJEHF (4FKPOH $JUZ 4PVUI ,PSFB) / &SJD "-&9"/%&3, $MBJSF 304&/#&3(, 4UFWFO ,"5; %JMMFS 4DPGJEJP 3FOGSP, 5IF #SPBE .VTFVN (-PT "OHFMFT $BMJGPSOJB) / 4JZV ."0, 2JVZJOH -6

(MBTT

4UFWFO )PMM "SDIJUFDUT, /FMTPO "ULJOT .VTFVN (,BOTBT $JUZ .JTTPVSJ) / .BYXFMM 1*5."/ 8FJ 2*6 3"6 "SDIJUFDUT, 5SJPEPT #BOL (;FJTU )PMMBOE) / .JSBOEB )*36+0 3*/$0/, "OHFM -6/" 5JGGBOZ 030;$0 Herzog & De Meuron, 1SBEB "PZBNB &QJDFOUSF 5PLZP (5PLZP, +BQBO) / &N ("/, 9JVXFO 2* 1FSLJOT 8JMM 8JMLJOTPO &ZSF "SDIJUFDUT 5IF $SZTUBM -POEPO 6OJUFE ,JOHEPN ,BSJT 8"/( ,BJXFO :"/( )FS[PH EF .VFSPO &MCQIJMIBSNPOJF )BNCVSH )BNCVSH (FSNBOZ ,FWJO 8"/( 9JOZV :"/

Timber

'SFJ 0UUP 4IJHFSV #BO +BQBOFTF 1BWJMMJPO ()BOOPWFS, (FSNBOZ) &NJMZ 4)&3."/ .POJDB 30)

Metal

,FOHP ,VNB "TTPDJBUFT 4USBTCPVSH &YIJCJUJPO 1BSL (4USBTCPVSH 'SBODF) / $BNJMMF 8"-,*/4)"8 3POBME 0;*0(6 ,FOHP ,VNB "TTPDJBUFT "TBLVTB $VMUVSF BOE 5PVSJTN $FOUFS (5PLZP +BQBO / 3PZB $)"(/0/, 8FTMFZ -*/ +PSEBO 3"&

Brick

5PTIJLP .PSJ "SDIJUFDU, "SUJTUTh 3FTJEFODFT $VMUVSBM $FOUFS, (4JOUIJBO 4FOFHBM) / "LBOB +":&8"3%&/&, 4VOBZ 3"+#)"/%"3* )FS[PH EF .FVSPO , 5BJ ,XVO $FOUSF GPS )FSJUBHF "SU ()POH ,POH, China) / )POHZF 86 $IFOH ;)"/(

Content

Membranes

5IF .FEJB 5*$ CVJMEJOH JT MPDBUFE JO UIF JOOPWBUJPO EJTUSJDU PG #BSDFMPOB *O MJOF XJUI UIF TJUF UFDIOPMPHZ BOE JOOPWBUJPO XFSF B DFOUSBM UIFNF PG UIF CVJMEJOH 5IF EFTJHO JODPSQPSBUFT NVMUJQMF TUSBUFHJFT UP PQUJNJ[F FOFSHZ VTF BOE SFEVDF DBSCPO FNJTTJPOT

2@CH@SHNM 2DRONMRD -DCH@ 4)# $MPVE &OSJD 3VJ[ (FMMJ #BSDFMPOB 4QBJO

3@Q@G #@KT@F *TKHD 3G@X

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

*NBHF $SFEJUT "SDIJUPOJD

New Rhombus Facade Grid Original Facade Grid

New Facade with Sun Modulated Frit Pattern

ETFE Pillow Framing Outer Layer Rhombus Node Middle Layer

Inner Layer

Proposal: “Radiation Response: Pattern and Shape”

5IF "SL /PWB JT B MJHIUXFJHIU JOGMBUBCMF BOE USBOTQPSUBCMF TUSVDUVSF *U XBT EFTJHOFE CZ "SBUB *TP[BLJ BOE "OJTI ,BQPPS JO SFTQPOTF UP UIF 5PIPLV FBSUIRVBLF BOE UTVOBNJ JO GPS UIF -VDFSOF .VTJD 'FTUJWBM

i4GD 4Q@UDKHMF "@KKNNMj !QJ .NU@ #NMBDQS (@KK

"T B UFNQPSBSZ TUSVDUVSF JU DBO CF JOGMBUFE BOE EFGMBUFE XJUIJO B DPVQMF PG IPVST BOE UIF DPOUFOUT PG UIF CVJMEJOH FOWFMPQF DBO CF GJU XJUIJO POMZ POF USVDLMPBE 5IF NFNCSBOF JT NBEF VQ PG B 17$ DPBUFE QPMZFTUFS GJCFS GBCSJD PG NN UIJDLOFTT BOE XFJHIT POMZ LH XJUI B TVSGBDF BSFB PG N 5IF UPUBM GMPPS BSFB JT N BOE DBO IPME VQ UP QFPQMF

"SBUB *TP[BLJ "OJTI ,BQPPS .BUTVTIJNB +BQBO

%SG@M -@ :HVDH (NT

5IF FOWFMPQF JT JOGMBUFE UISPVHI BO BJS MPDL XJUI B QSJNBSZ GBO BOE DPOOFDUFE UP UXP CBDL VQ GBOT 0ODF JOGMBUFE UIF CVJMEJOH UBLFT PO B UPSPJEBM HFPNFUSZ XIJDI OPU POMZ MFOET UIF CVJMEJOH B VOJRVF BQQFBSBODF CVU BMTP JNQSPWFT JUT BDPVTUJDBM QSPQFSUJFT 5IF QSPKFDU XBT DPNQMFUFE JO

*NBHF $SFEJUT "OJTI ,BQPPS

Case Study: Ark Nova Inflatable Concert Hall

Anchor to Existing Building

Airlock Vestibule

Proposal: al:: Inflatable In IInfl n Explansion E ansio nsi sio

Composites

0@MDKHYDC &@B@CDR 3DINMF - "QHCFD .PSQIPTJT 4FKPOH $JUZ 4PVUI ,PSFB

%QHB !KDW@MCDQ #K@HQD 2NRDMADQF 3SDUDM +@SY

5IF 4FKPOH . #SJEHF JT B NJYFE VTF DPNNFSDJBM CVJMEJOH JO 4FKPOH $JUZ 4PVUI ,PSFB 5IF DJUZhT NBTUFS QMBO XBT EFTJHOFE JO BOE GFBUVSFT B DPMMFDUJPO PG HPWFSONFOU PGGJDFT UIBU BSF DPOOFDUFE CZ B DPOUJOVPVT TLZCSJEHF 5IF .PSQIPTJT QSPKFDU CSBODIFT PGG PG UIF NBJO CSJEHF BOE JT OPUBCMF GPS JUT (MBTT 'JCFS 3FJOGPSDFE $PODSFUF ('3$ QBOFM GBDBEF UIBU TVQQPSUFE UIF DMJFOUhT EFTJSF UP DSFBUF B HSFFO CVJMEJOH "T TVDI FBDI PG UIF QBOFMT JT TUSBUFHJDBMMZ QMBDFE UP BMMPX GPS PQUJNVN TIBEJOH BOE WJFXT .BLJOH VQ UIF QBOFMT BSF EJGGFSFOU UZQFT PG QSFDBTU QBOFMT UIBU NFBTVSF BQQSPYJNBUFMZ N Y N BOE BSF BGJYFE UP JOEJWJEVBM TUFFM GSBNFT 5IF QBOFMT XFSF NBOVGBD UVSFE CZ #FJMJEB PWFS UIF TQBO PG NPOUIT BOE UIFO JOEJWJEVBMMZ JOTUBMMFE POUP UIF CVJMEJOHhT TFDPOEBSZ TUFFM TUSVDUVSF PWFS UIF TQBO PG NPOUIT 0VS QSPQPTBM BUUFNQUT UP BEWBODF GBDBEF QBOFMJ[BUJPO EFTJHO CZ DPNQBSJOH UIF HFPNFUSJD FOWJSPONFOUBM BOE FDPOPNJD MJNJUBUJPOT PG NPME SFMJBOU ('3$ QSPEVDUJPO UFDIOJRVFT XJUI UIPTF PG OPWFM % QSJOUJOH NFUIPET 0VS JORVJSZ QSPNQUFE VT UP BOBMZ[F UISFF NBJO UZQFT PG ('3$ NPMET XPPE $/$ DVU GPBN BOE TJMJDPOF BOE DPOUSBTU UIFN XJUI B TQFDVMBUJWF GBCSJDBUJPO QSPDFTT GPS B SFDZDMFE % QSJOUFE QBOFM

*NBHF $SFEJUT .PSQIPTJT "SDIJUFDUT

MINERAL WOOL INSULATION

MAIN STRUCTURAL SLAB

FIBERGLASS MAT BOARD

MAIN STRUCTURAL COLUMNS SECONDARY STEEL VERTICALS

GFRC PANEL FRAMING GFRC PANEL

Case Study: Sejong M-Bridge

STICK-BUILT LIGHT-GAUGE STEEL FRAMING

WATERPROOF MEMBRANE

Wood Mold 3

Mold Type Mold Time Avg. (hrs) Mold Area (m2) Mold Labor Intensity Material Cost Avg. (m2) Material 2 Cost Avg. (m2) Labor Cost (hourly)

Foam CNC Mold 7

Silicone Mold 4

Recycled Plastic Mold N/A N/A N/A

medium $49.50

low $495

high $197

N/A

$49.50 $59.60 1-20 times

$37.50 5-10 times

10-50 times

N/A N/A N/A

GFRC Panel

Recycled Plastic Panel

Panel Size (m2) Production Time (hrs)

26.3 6

26.3

Recycled Panel Cost ($/m) GFRC Material Cost ($/m) Production Labor Cost ($/hr)

$32

$59.60

Mold Cost

$1,762.80

$16,130.00

$8,128.00

Panel Cost

$1,199.00

$2,424.92

Total Cost

$2,962.00

$17,302.00

$9,326.00

$2,424.92

Mold Reusability Panel Type

$59.60

Panel Size (m)

124 40

6 $0.33

Wood

Foam CNC

Silicone

$59.60

Recylcled Plastic

Mold Labor Intensity

Mold Cost

Mold Production Time

Mold Reusability

Panel Cost

Panel Production Time

Proposal: “Panelized Facades”

Additive (Wood Example)

Subtractive (Foam Example)

Uncut foam blocks

Process

Processed foam blocks

Mold

Wood pieces to be assembled into mold

Assembled foam blocks

Mold, assembled from wood panels

Wood frame

9.4

Result

Proposed panel with curved geometry, as possible by CNC foam mold

1.3 M

Silicone Sheets

3D Print (Recyled Plastic Example)

Silicone mold texture mapping

Ocean plastic (bottles and fish nets) captured and repurposed

Recycled ocean plastic 3D printed parts, ready for assembly

Proposed posed panel with texture, per silicone one mold

Proposed panel with substructure

5IF #SPBE JT B DPOUFNQPSBSZ BSU NVTFVN PO (SBOE "WFOVF JO %PXOUPXO -PT "OHFMFT 5IF CVJMEJOH EFTJHO JT CBTFE PO B DPODFQU FOUJUMFE iUIF WFJM BOE UIF WBVMUw i5IF WFJMw JT B QPSPVT FOWFMPQF UIBU XSBQT UIF XIPMF CVJMEJOH GJMUFSJOH BOE USBOTNJUUJOH EBZMJHIU UP UIF JOEPPS TQBDF i5IF WBVMUw JT B DPODSFUF CPEZ XIJDI GPSNT UIF DPSF PG UIF CVJMEJOH EFEJDBUFE UP BSUXPSLT TUPSBHF MBCPSBUPSJFT DVSBUPSJBM TQBDFT BOE PGGJDFT

i0NQTR %MUDKNODj 4GD "QN@C

5IF TLZMJHIU TZTUFN PG UIF #SPBE DPOTJTUFE PG BO BJSZ IPOFZDPNC MJLF TUSVDUVSF UIBU GJMUFST EBZMJHIU JOUP QVCMJD HBMMFSJFT 8JUI UIF IPMFT PO JU UIF EJSFDU TVOMJHIU JT SFEVDFE B MPU CZ NVMUJQMF EJGGVTF SFGMFDUJPO XIJDI DSFBUFT HFOUMF TVOMJHIU UP UIF JOUFSJPS TQBDF

%JMMFS 4DPGJEJP 3FOGSP -PT "OHFMFT

3HXT -@N 1HTXHMF ,T

5IF iWFJMw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mage Credits: TheBroad

PORUS Ceiling System

GFRC Panal Types

GFRC Facade System ༅ ༄ ༃

Case Study: The Broad

1. GFRC Facade System 2. Facade Connection Frame 3. Main Steel Frame

(MBTT

i,HFGS ,DMRDRj 4GD .DKRNM !SJHMR -TRDTL NE !QS 4UFWFO )PMM "SDIJUFDUT ,BOTBT $JUZ .JTTPVSJ

-@WVDKK 0HSSL@M 7DH 1HT

$PNQMFUFE JO CZ 4UFWFO )PMM "SDIJUFDUT UIJT QSPKFDU BMTP LOPXO BT UIF #MPDI #VJMEJOH TFSWFT BT BO BEEJUJPO UP UP UIF #FBVY "SUT .VTFVN DPOTUSVDU FE JO 5IF #MPDI #VJMEJOH XBT JOUFOUJPOBMMZ EFTJHOFE JO TUBSL DPOUSBTU UP UIF PSJHJOBM NVTFVN 8IFSF UIF PSJHJOBM CVJMEJOH XBT PQBRVF UIF BEEJUJPO JT USBOTQBSFOU XIFSF UIF PSJHJOBM JT IFBWZ BOE EFOTF UIJT EFTJHO JT MJHIU BOE XIFSF UIF PSJHJOBM JT B TJOHMF NBTT UIF #MPDI #VJMEJOH XBT EFTJHOFE BT POF DPIFTJWF TVCUFSSBOFBO TUSVDUVSF XJUI GJWF MBOUFSO MJLF AMFOTFT FNFSHJOH GSPN UIF HSPVOE 5IF GPDBM QPJOU PG UIF #MPDI #VJMEJOH JT UIF PQBRVF HMBTT GBDBEF TVSSPVOEJOH FBDI MFOT CSJOHJOH MJHIU JOUP WJTJUPS TQBDF EVSJOH UIF EBZ BOE SBEJBUJOH B TPGU HMPX EVSJOH UIF OJHIU 5IJT XBT BDIJFWFE UISPVHI UIF VTF PG JOUFSMPDLJOH EPVCMF MBZFSFE DIBOOFM HMBTT QBOFMT IFME UPHFUIFS CZ BMVNJOVN NVMMJPOT BOE DIBOOFM TMJQ DPOOFDUJPOT 5IF HMBTT XBT TBOECMBTU FE BOE MBZFSFE XJUI B USBOTMVDFOU XIJUF JOTVMBUJPO UP DSFBUF UIF NBUUF GJOJTI UIBU FOBCMFT WJTJCMF MJHIU USBOTNJTTJPO JOUP UIF HBMMFSJFT EVSJOH UIF EBZ 5IJT DIBOOFM HMBTT TZTUFN XBT UIF GJSTU PG JUT LJOE JO /PSUI "NFSJDB BOE JUT EFTJHO BOE JNQMFNFOUBUJPO IBT TJODF CFFO FYQBOEFE CZ 4UFWFO )PMM "SDIJUFDUT GPS VTF JO TFWFSBM PUIFS QSPKFDUT Image Credits: ArchDaily

Painted Aluminum Coping Roof EL. +231’ EPDM Roofing Over Sloped Insulation

Fireproofed Steel Framing

Catwalk EL. +225’

Motorized Solar Control Shades

White Painted Suspension Rod

Outside: Double Layer of Low Iron U-Profile Glass Units with Translucent Insulation Inside: Single Layer Laminated Glass

Lighting Level 2 EL. +213’

Intermediate Channel Slip Connection with Slotted Attachment to Catwalk Assembly

Grade EL. +Varies

Case Study: The Nelson-Atkins Museum of Art

Green Roof

Steel Flashing

Air Supply Duct

Sandblasted “U” Channel Glass

Single Layer Laminated Glass

Metal Decking

Steel Gutter

Reinforced Concrete Floor Metal Suspension Rod

“T” Structure, Steel

Drop Ceiling

WideFlange Steel “I” Beam

Cast-in-Place Concrete Floor

MEP Pipeworks

Case Study: The Nelson-Atkins Museum of Art

30°

° 135

150°

15°

165°

45°

Channel Glass Rotation

Aluminum Head/sill Frame

Gasket Cover

Aluminum Jamb Insert

Aluminum Insert

Insulated Interior Of Glass Channel

Cont. Silicone

Silicone Seal Between Channel Glass Panels

Cont. Silicone With Foam Backer Rod

Plan Detail

Proposal: Channel Glass Flex

1. Straight

2. Zig-zag

3. Directional

4. Curvilinear

Proposal: Channel Glass Flex

$HR 2D @RRDLAKDC 4DLONQ@QX 3GDKSDQR 4QHNCNR "@MJ 3"6 "SDIJUFDUT ;FJTU )PMMBOE

-HQ@MC@ (HQTIN 2HMBNM !MFDK ,TM@ 4HEE@MX /QNYBN

5IJT CVJMEJOHT QSJNBSZ EFTJHO PCKFDUJWF XBT UP DSFBUF B IBSNPOJPVT BOE TUSFOHUIFOJOH SFMBUJPO CFUXFFO OBUVSF UIF QFPQMF XPSLJOH JO UIF CVJMEJOH BOE UIF CVJMU FOWJSPONFOU 5IF EFTJHO PG UIF CVJMEJOH UPPL JOUP DPOTJEFSBUJPO EJTBTTFNCMZ BOE SFDPOTUSVDUJPO GPS TVTUBJOBCJMJUZ BOE SF VTBCJMJUZ 5IF FOUJSF CVJMEJOH GSPN HSPVOE MFWFM VQXBSET DPOTJTUT PG XPPEFO DPOTUSVD UJPO PG TUBOEBSEJ[FE FMFNFOUT JODMVEJOH GMPPST TIBGUT BOE DPMVNOT IFME UPHFUIFS XJUI TDSFXT UP GPSN UISFF UPXFST BMMPXJOH UIF CVJMEJOH UP CF EJTBTTFNCMFE BOE SFBTTFNCMFE JO OFX MPDBUJPOT 0VS QSPQPTBM TFFLT UP CVJME PO UIF 5SJPEPT T FNQIBTJT PO SF VTBCJMJUZ CZ EFTJHOJOH NPEVMBS UFNQPSBSZ TIFMUFS VOJUT GPS UIF VOIPVTFE DPNNVOJUZ JO -PT "OHFMFT UIBU DPVME CF FBTJMZ EJTBTTFNCMFE BOE SFBTTFNCMFE 5IFTF VOJUT DBO CF TUBOEBMPOF UP GPSN TNBMM TIFMUFST PS DBO CF DPNCJOFE BOE DMJQQFE UPHFUIFS UP GPSN MBSHFS VOJUT UIFZ BSF JOUFOEFE UP CF VTFE PO B OFFE CBTJT PS TFBTPOBMMZ GPS FYBNQMF BT TIBEF TIFMUFST PO FYUSFNFMZ IPU EBZT

*NBHF $SFEJUT <BSDIEBJMZ DPN>

Vegetation Growing Medium (6+ in) Root Repellent Drainage/Water Collection Sustainable Insulation Waterproof Membrane Structural Support

2” wd. studs, typ., screwed to clg. beams 1” Coated Solar Control Glass

2” wd. studs, typ. screwed to wd. flr.

Wood Bands

Wood Planks

CLT Beams

Floor Layers Gypsum fiber boards Insulation Anhydrite Cross Laminated Timber

$BTF 4UVEZ 5SJPEPT #BOL

Wood Core

SQUARE MODULE

CIRCLE MOD6LE Vegetation Growing Medium (6+ in) Root Repellent Drain / Water Waterproof Membrane Sustainable Insulation Structural Support Reclaimed Timber Ceiling Panels

Floor Layers 1 2 3 4

1 Reclamed Timber 2 Hemp Insulation 3 Anhydrite 4 Cross Laminated Timber

Main Beam Strap Pier Frame Anchor Head Footing

5’

Wall Kit of Parts

Frame Kit of Parts

10’

5’

Ground Anchor

Structure Kit of Parts

Frame Kit of Parts

10’

Structure Kit of Parts

Wall Kit of Parts

Proposal: “Dis/Re-assembled Temporary Shelters”

SQUARE MODULE

CIRCLE MOD6LE

14’ 14’

7’6” 7’6” 8’

TOP

12’6”

Unit Structures

8’

8’6”

12’6”

Proposal: “Dis/Re-assembled Temporary Shelters”

8’6”

CLUSTERED

CIRCLE

SQUARE

HYBRID

32 UNITS

40 UNITS

16 UNITS

LINEAR

Aggregation Possibilities

Proposal: “Dis/Re-assembled Temporary Shelters”

i! ,TWTQHNTR 4QD@S "TAAKX 'K@RR &@B@CDj

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*NBHF $SFEJUT %JWJTBSF

Load-bearing Facade: Diagonal Aluminium 180/250 mm steel Post-and-Rail sections enclosed with 25 mm (min.) calcium silicate fire-resisting layer

Flat Glass: emergency exit / smoke extract

Convex Glass

Flat Glass

3.20/2.00 m rhomboid glazing: 12 mm float glass + 16 mm cavity + 2 ~ 6 mm lam. glass with UV-filter film

Stainless-steel sliding track Silicone jointing strip

Diagonal aluminium Post-and-Rail 180/250 mm steel section structural facade member 25 mm (min.) calcium silicate fire-resisting cladding

Case Study: Prada Aoyama Epicentre Tokyo

New Slump Pattern

Proposed Chunk Model

Typical Units

Proposed Facade

Proposal: Bubbly Quilt

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*NBHF $SFEJUT "SDIEBJMZ

Facade Chunk

Case Study: Elbphilharmonie Hamburg

New Facade Chunk 4000.00

5250.00

7000.00

2000.00 1750.00

6000.00

3500.00

8000.00

Proposal: Dazzling Facade

Timber

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01 STEEL FOUNDATION WITH SCAFFOLDING PLANKS, FILLED WITH SAND

02 LATTICE- GRID SHELL: 120 MM DIA. CARDBOARD TUBES 22 MM THICK

03 0.89 MM OUTER MEMBRANE: PVC- COATED POLYESTER FABRIC, TRANSPARENT

04 60/75 MM TIMBER ARCHED LADDER- GIRDER MEMBER

05 STEEL SUPPORTING BRACKETS FOR LADDER GIRDERS

METAL MANDREL/ WINDER INNER LAYER LABEL OR OUTER PLY ADHESIVE

BELT DRIVE (ROTATES AND PROPELS TUBE)

ADHESIVE BATH

ADDITIONAL PLY (RECYCLED PAPER SHEETS)

Case Study: Japanese Pavilion

01 STEEL FOUNDATION WITH SCAFFOLDING PLANKS, FILLED WITH SAND

02 LATTICE- GRID SHELL JIG: 120 MM DIA. CARDBOARD TUBES 22 MM THICK

03 TWINE AND PULP FORM THE OUTER MEMBRANE

04 Glass Fiber Reinforced Polymer Membrane

Recycled Paper

Pulper

Cleaner

Screen

Floater Waste Pulp (Deinking Liquid and Bleaching)

Paper Tubes

Twine

Pulp Added

Weather-Proofed

Proposal: Pulp Fiction

.FUBM

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*NBHF $SFEJUT "SRVJUFDUVSB7JWB

Waterproof roof membrane - French composite

Prefabricated profiled panels - metal roof panels, originally spec’d as CLT, evolved for economical reasons

Steel trusses / metal trellis - large exhibition hall spans, integrated with HVAC ducts

Ceiling rails - lighting hangers

Vertical frame - steel interior columns (primary structural support) - curtain and oblique metal perforated wall - compressed air channels

Case Study: Strasbourg Exhibition Park

1C 1A

1A. STEEL TRUSS (STRASBOURG EXHIBITION PARK) 1B. TIMBER DOME (SUPERIOR DOME)

1C. TILLAMOOK MUSEUM (LINEAR ARCH)

SPANNING ABILITY OF 669’

SPANNING ABILITY OF 535’

SPANNING ABILITY OF 310’ +

1SPQPTBM 0QQPTJOH 4QBOT

Steel trusses / metal trellis - large exhibition hall spans

1SPQPTBM 0QQPTJOH 4QBOT

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*NBHF $SFEJUT MXBO #BBO

Case Study: Thread Artists’ Residences & Cultural Center

Proposal: Cross-Cultural Craft

Lumber: 3DFLʀF 1RUWK :HVW OR, WA

Hempcrete: Alberta, Canada

Felt: Sonoma, CA

Waxed Canvas

Timber Beam

Mesh: Scrap Metal Yard, Los Angeles UCLA, Los Angeles Felt Insulation

Wire Mesh

Hempcrete Brick

Rain Water Runoff Canal

Proposal: Cross-Cultural Craft

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