fig 186A, Model

fig 186B, Model

fig 186C, Model

fig 185A, DECORMAQUETTE

fig 184A, Design

fig 184B, Design

fig 184C, Design

fig 184D, Design

fig 184E, Design

fig 184F, Design

fig 184G, Design

fig 184H, Design

fig 184I, Design

fig 183A, Structural Analysis

fig 183B, Structural Analysis

fig 183C, Structural Analysis

fig 183D, Structural Analysis

fig 183E, Structural Analysis

fig 183F, Structural Analysis

fig 183G, Structural Analysis

fig 183H, Structural Analysis

fig 183I, Structural Analysis

fig 183J, Structural Analysis

fig 183K, Structural Analysis

fig 182A, Masterplan final site gentbrugge

fig 182B, Masterplan final site gentbrugge, coworking

fig 182C, Masterplan final site gentbrugge

fig 182D, Masterplan final site gentbrugge

fig 182E, Masterplan final site gentbrugge

fig 182F, Masterplan final site gentbrugge

fig 181A, final drawings

fig 181B, final drawings

fig 180A, Site de Porre – primary structure model, A

fig 179A, Primary & New

fig 178A, Final model, B, 1:50

fig 177A, Final model

fig 177B, Final model, C

fig 176A, FINAL MODEL

fig 176B, FINAL MODEL

fig 175A, Project BOMA

fig 175B, Project BOMA

fig 175C, Project BOMA

fig 175D, Project BOMA

fig 175E, Project BOMA

fig 175F, Project BOMA

fig 175G, Project BOMA

fig 175H, Project BOMA

fig 174A, current structure analyse

fig 173A, model analyse

fig 171A, Analysis structure De Porre, Cantilever in concrete

fig 172A, Research new structures in combination with existing

fig 172B, Research new structures in combination with existing

fig 172C, Research new structures in combination with existing, acoustic solutions - new vs. existing (2)

fig 172D, Research new structures in combination with existing

fig 172E, Research new structures in combination with existing

fig 172F, Research new structures in combination with existing, A

fig 172G, Research new structures in combination with existing, B

fig 172H, Research new structures in combination with existing, Fase 1

fig 172I, Research new structures in combination with existing, fase 3

fig 170A, REFERENCES

fig 170B, REFERENCES

fig 170C, REFERENCES

fig 170D, REFERENCES

fig 170E, REFERENCES

fig 170F, REFERENCES

fig 168A, Tempory billboard on tempory structure

fig 169A, research / site model

fig 169B, research / site model

fig 169C, research / site model

fig 166A, FACADE DETAIL, The final fragmented detail of one of the three variations.

fig 166B, FACADE DETAIL, The final fragmented detail of one of the three variations.

fig 166C, FACADE DETAIL

fig 166D, FACADE DETAIL, Handmade concrete

fig 166E, FACADE DETAIL, Facade detail. Now waiting to remove the formwork.

fig 167A, WORK – tussen

fig 167B, WORK – tussen

fig 164A, CREE LCT building system, Floor slab with the holes in it for the steel bar of the columns

fig 164B, CREE LCT building system, wall piece with the columns attached

fig 165A, analysing site Gents Bakkershuis

fig 163A, Proces

fig 163B, Proces, steel connection

fig 163C, Proces, View from the street

fig 163D, Proces, section build on the ground

fig 163E, Proces

fig 162A, REFERENCE – ALDO VAN EYCK SONSBEEK PAVILJOEN

fig 160A, PROCES – AFBREKEN VS OPBOUW

fig 160B, PROCES – AFBREKEN VS OPBOUW

fig 161A, Conceptual Drawings ‘Zonder-Naamstraat Site’

fig 161B, Conceptual Drawings ‘Zonder-Naamstraat Site’

fig 161C, Conceptual Drawings ‘Zonder-Naamstraat Site’

fig 161D, Conceptual Drawings ‘Zonder-Naamstraat Site’

fig 159A, Research Drawings about the existing structure in the ‘zonder-naamstraat site’

fig 159B, Research Drawings about the existing structure in the ‘zonder-naamstraat site’

fig 159C, Research Drawings about the existing structure in the ‘zonder-naamstraat site’

fig 159D, Research Drawings about the existing structure in the ‘zonder-naamstraat site’

fig 159E, Research Drawings about the existing structure in the ‘zonder-naamstraat site’

fig 159F, Research Drawings about the existing structure in the ‘zonder-naamstraat site’

fig 159G, Research Drawings about the existing structure in the ‘zonder-naamstraat site’

fig 159H, Research Drawings about the existing structure in the ‘zonder-naamstraat site’

fig 159I, Research Drawings about the existing structure in the ‘zonder-naamstraat site’

fig 159J, Research Drawings about the existing structure in the ‘zonder-naamstraat site’

fig 159K, Research Drawings about the existing structure in the ‘zonder-naamstraat site’

fig 159L, Research Drawings about the existing structure in the ‘zonder-naamstraat site’

fig 159M, Research Drawings about the existing structure in the ‘zonder-naamstraat site’

fig 159N, Research Drawings about the existing structure in the ‘zonder-naamstraat site’

fig 157A, model masterplan

fig 158A, Model of the Site, The final position of the new added buildings.

fig 158B, Model of the Site, Model without any of the existing structures.

fig 156A, research structure, A

fig 155A, ISO

fig 153A, DRAWINGS

fig 153B, DRAWINGS

fig 153C, DRAWINGS

fig 153D, DRAWINGS

fig 153E, DRAWINGS

fig 153F, DRAWINGS

fig 153G, DRAWINGS

fig 153H, DRAWINGS

fig 153I, DRAWINGS

fig 153J, DRAWINGS

fig 154A, HAMAM – 17.04

fig 154B, HAMAM – 17.04

fig 151A, Site ‘Huidevetterken’, L-profile column

fig 151B, Site ‘Huidevetterken’, Steel detail

fig 152A, Reference: ALEXANDER BRODSKY 95 DEGREES RESTAURANT

fig 152B, Reference: ALEXANDER BRODSKY 95 DEGREES RESTAURANT

fig 152C, Reference: ALEXANDER BRODSKY 95 DEGREES RESTAURANT

fig 150A, Composite steel columns

fig 148A, Inversion of the field

fig 149A, Sketches

fig 149B, Sketches

fig 146A, Visit Industrial Natural stone factory

fig 146B, Visit Industrial Natural stone factory

fig 147A, ‘HUIDEVETTERKEN’ werkmaquette

fig 147B, ‘HUIDEVETTERKEN’ werkmaquette, existing situation plan

fig 147C, ‘HUIDEVETTERKEN’ werkmaquette

fig 145A, STRUCTURAL DESIGN PRINCIPLES

fig 145B, STRUCTURAL DESIGN PRINCIPLES

fig 145C, STRUCTURAL DESIGN PRINCIPLES

fig 145D, STRUCTURAL DESIGN PRINCIPLES

fig 145E, STRUCTURAL DESIGN PRINCIPLES

fig 145F, STRUCTURAL DESIGN PRINCIPLES

fig 145G, STRUCTURAL DESIGN PRINCIPLES

fig 144A, structural options. Isolating a container outside

fig 144B, structural options. Isolating a container outside

fig 142A, Urban design

fig 142B, Urban design

fig 143A, structural color

fig 143B, structural color

fig 140A, model making in the sun

fig 140B, model making in the sun

fig 141A, Site visit Sint-Martens-Latem

fig 141B, Site visit Sint-Martens-Latem

fig 141C, Site visit Sint-Martens-Latem

fig 141D, Site visit Sint-Martens-Latem

fig 141E, Site visit Sint-Martens-Latem

fig 141F, Site visit Sint-Martens-Latem

fig 141G, Site visit Sint-Martens-Latem

fig 139A, DT

fig 139B, DT

fig 138A, Sint – Amandsberg site, Gent. Details

fig 136A, Sint – Amandsberg site, Gent. Detail Model, OLYMPUS DIGITAL CAMERA

fig 137A, photos models

fig 137B, photos models

fig 137C, photos models

fig 137D, photos models

fig 137E, photos models

fig 135A, Final model

fig 133A, Final urban model

fig 133B, Final urban model

fig 133C, Final urban model

fig 134A, Structure models

fig 132A, 4 Column House

fig 130A, Example sites photos

fig 130B, Example sites photos

fig 130C, Example sites photos

fig 131A, Blekerijstraat site photos

fig 131B, Blekerijstraat site photos

fig 131C, Blekerijstraat site photos

fig 131D, Blekerijstraat site photos

fig 128A, Final drawings

fig 128B, Final drawings

fig 128C, Final drawings

fig 128D, Final drawings

fig 128E, Final drawings

fig 129A, Pictures site Nieuwevaart

fig 129B, Pictures site Nieuwevaart

fig 127A, Final

fig 127B, Final

fig 127C, Final

fig 125A, Site visit

fig 126A, URBAN FARM

fig 126B, URBAN FARM

fig 124A, Construction clt

fig 122A, Structure site Nieuwevaart Gent

fig 122B, Structure site Nieuwevaart Gent

fig 123A, New structures

fig 120A, Reference structure steel

fig 120B, Reference structure steel

fig 120C, Reference structure steel

fig 121A, Pictures Model

fig 121B, Pictures Model

fig 119A, Test model of 3 05 2017

fig 118A, Test model of 26 04 2017

fig 118B, Test model of 26 04 2017

fig 118C, Test model of 26 04 2017

fig 117A, Test model of 19 04 2017

fig 117B, Test model of 19 04 2017

fig 117C, Test model of 19 04 2017

fig 116A, Program, Freeing the site of cars by putting them in a tower of the same height as his modernistic neighbor.

fig 116B, Program, Entering the city via the E17 viaduct

fig 116C, Program

fig 116D, Program

fig 116E, Program, Program

fig 115A, Site visit

fig 115B, Site visit

fig 115C, Site visit

fig 115D, Site visit

fig 115E, Site visit

fig 114A, Existing structure

fig 114B, Existing structure, Axo

fig 114C, Existing structure, Section

fig 114D, Existing structure

fig 114E, Existing structure

fig 114F, Existing structure

fig 113A, Site Ijzerweglaan, City fabric

fig 113B, Site Ijzerweglaan, Island cut off by the river Schelde and the E17 Viaduct

fig 113C, Site Ijzerweglaan

fig 113D, Site Ijzerweglaan, Different existing typologies

fig 113E, Site Ijzerweglaan

fig 113F, Site Ijzerweglaan

fig 113G, Site Ijzerweglaan, A fence between a small neigborhood park and the 13.000 m2 site

fig 113H, Site Ijzerweglaan

fig 113I, Site Ijzerweglaan

fig 113J, Site Ijzerweglaan

fig 112A, Hans Chr. Hansen, Amager Koblingsstation, Facade detail

fig 112B, Hans Chr. Hansen, Amager Koblingsstation

fig 112C, Hans Chr. Hansen, Amager Koblingsstation

fig 111A, ComFlor® 51+

fig 111B, ComFlor® 51+

fig 111C, ComFlor® 51+

fig 110A, Current structure analyse

fig 110B, Current structure analyse

fig 110C, Current structure analyse

fig 110D, Current structure analyse

fig 110E, Current structure analyse

fig 110F, Current structure analyse

fig 110G, Current structure analyse

fig 108A, Gent Voorhaven PortService Warehouses, Large Warehouse facades

fig 108B, Gent Voorhaven PortService Warehouses, small warehouse

fig 108C, Gent Voorhaven PortService Warehouses, Bombed structure inside

fig 108D, Gent Voorhaven PortService Warehouses, Bombed structure old warehouses

fig 109A, Japanese House, 1907, Wood construction by 'master carpenter' Nishida Isaburo

fig 105A, WASSERIJ DER VLAANDEREN

fig 105B, WASSERIJ DER VLAANDEREN

fig 105C, WASSERIJ DER VLAANDEREN

fig 105D, WASSERIJ DER VLAANDEREN

fig 105E, WASSERIJ DER VLAANDEREN

fig 105F, WASSERIJ DER VLAANDEREN

fig 105G, WASSERIJ DER VLAANDEREN

fig 105H, WASSERIJ DER VLAANDEREN

fig 105I, WASSERIJ DER VLAANDEREN

fig 105J, WASSERIJ DER VLAANDEREN

fig 105K, WASSERIJ DER VLAANDEREN

fig 105L, WASSERIJ DER VLAANDEREN

fig 105M, WASSERIJ DER VLAANDEREN

fig 105N, WASSERIJ DER VLAANDEREN

fig 105O, WASSERIJ DER VLAANDEREN

fig 105P, WASSERIJ DER VLAANDEREN

fig 105Q, WASSERIJ DER VLAANDEREN

fig 105R, WASSERIJ DER VLAANDEREN

fig 105S, WASSERIJ DER VLAANDEREN

fig 105T, WASSERIJ DER VLAANDEREN

fig 105U, WASSERIJ DER VLAANDEREN

fig 105V, WASSERIJ DER VLAANDEREN

fig 105W, WASSERIJ DER VLAANDEREN

fig 105X, WASSERIJ DER VLAANDEREN

fig 106A, SITE

fig 106B, SITE

fig 107A, details in color

fig 107B, details in color

fig 107C, details in color

fig 107D, details in color

fig 107E, details in color

fig 107F, details in color

fig 104A, supporting points in sports

fig 104B, supporting points in sports

fig 104C, supporting points in sports

fig 102A, club house

fig 103A, RECTOLIGHT

fig 101A, WASSERIJ DER VLAANDEREN – ISO LOODS

fig 101B, WASSERIJ DER VLAANDEREN – ISO LOODS

fig 101C, WASSERIJ DER VLAANDEREN – ISO LOODS

fig 101D, WASSERIJ DER VLAANDEREN – ISO LOODS

fig 101E, WASSERIJ DER VLAANDEREN – ISO LOODS

fig 98A, Quick steel

fig 99A, Basic Concrete Prefab Construction, construction site

fig 99B, Basic Concrete Prefab Construction, Connection in the center of a diagonal buttress

fig 99C, Basic Concrete Prefab Construction, Top connection of a diagonal buttress

fig 99D, Basic Concrete Prefab Construction, Floor connection of a diagonal buttress

fig 99E, Basic Concrete Prefab Construction, prefab column and beam

fig 99F, Basic Concrete Prefab Construction, Columns with corbels and visible hole from weld plate cast into column for the beam connection.

fig 99G, Basic Concrete Prefab Construction, enfilade of the prefab system

fig 99H, Basic Concrete Prefab Construction, crane

fig 99I, Basic Concrete Prefab Construction, beam reinforcement

fig 100A, Steel Prefab Structure, construction site

fig 100B, Steel Prefab Structure, steel components joint

fig 100C, Steel Prefab Structure, steel components ridge joint

fig 100D, Steel Prefab Structure, steel components joint

fig 100E, Steel Prefab Structure, steel components ridge joint

fig 100F, Steel Prefab Structure

fig 100G, Steel Prefab Structure, steel components corner joint (inside)

fig 100H, Steel Prefab Structure, steel components ridge joint (inside)

fig 95A, Tube and Coupler Scaffolds

fig 95B, Tube and Coupler Scaffolds

fig 95C, Tube and Coupler Scaffolds

fig 95D, Tube and Coupler Scaffolds

fig 95E, Tube and Coupler Scaffolds

fig 95F, Tube and Coupler Scaffolds

fig 96A, mazda site koopvaardijlaan, Drawing of the interior structure on the exterior wall. Also the remnants of a connected wooden building that burned down in the 1970's is still visible in the drawing.

fig 96B, mazda site koopvaardijlaan, cast concrete column

fig 96C, mazda site koopvaardijlaan, View towards aisle on the side of the tracks.

fig 96D, mazda site koopvaardijlaan

fig 96E, mazda site koopvaardijlaan

fig 96F, mazda site koopvaardijlaan

fig 96G, mazda site koopvaardijlaan

fig 96H, mazda site koopvaardijlaan

fig 97A, SITE & BUILDING ANALYSIS, Exploded view from different construction segments

fig 97B, SITE & BUILDING ANALYSIS, Detailed plan from below and above the ground

fig 93A, TECHNICAL DETAILS, Technical detail on the guiding rails

fig 93B, TECHNICAL DETAILS, Technical detail on the connection between the steel structure & foundation

fig 94A, INDUSTRIAL CONSTRUCTION SITE, Prefab structure

fig 94B, INDUSTRIAL CONSTRUCTION SITE, Two truss crossing

fig 94C, INDUSTRIAL CONSTRUCTION SITE, Cross bracing of the structure

fig 90A, Connection of a steel beam to a concrete wall

fig 90B, Connection of a steel beam to a concrete wall

fig 91A, MODEL #1, Interior wooden structure

fig 91B, MODEL #1, Interior wooden structure

fig 92A, MODEL #2, Cross-section model of the gasholder

fig 92B, MODEL #2, Cross-section model of the gasholder

fig 92C, MODEL #2, Cross-section model of the gasholder

fig 88A, MODEL #4

fig 89A, Study models

fig 89B, Study models

fig 89C, Study models, Using the same logic to connect two pieces to find the right length

fig 84A, Study models, Model 1/25

fig 84B, Study models, Model 1/25

fig 84C, Study models, Model 1/25

fig 85A, Analysis of the site, structure, detail, 2D build-up of steel truss

fig 85B, Analysis of the site, structure, detail, isometric

fig 85C, Analysis of the site, structure, detail, isometric

fig 85D, Analysis of the site, structure, detail, isometric

fig 85E, Analysis of the site, structure, detail, isometric

fig 85F, Analysis of the site, structure, detail, Site

fig 85G, Analysis of the site, structure, detail, isometric

fig 86A, Wittemolenstraat, Sint – Amandsberg, OLYMPUS DIGITAL CAMERA

fig 86B, Wittemolenstraat, Sint – Amandsberg, OLYMPUS DIGITAL CAMERA

fig 87A, Analysis structure De Porre, De Porre - floorplan

fig 87B, Analysis structure De Porre, De Porre - level +1

fig 87C, Analysis structure De Porre, Isometric view - surroundings

fig 87D, Analysis structure De Porre, Isometric view - structure

fig 81A, ANALYSE EXISTING STRUCTURES

fig 82A, Analysis structure “De Porre”, Part of structure with cantilever

fig 82B, Analysis structure “De Porre”, Part of structure with cantilever - top

fig 82C, Analysis structure “De Porre”, Part of structure with cantilever

fig 83A, SITE ANALYSE

fig 83B, SITE ANALYSE

fig 83C, SITE ANALYSE

fig 79A, detail construction garage box, construction detail precast concrete elements

fig 80A, Site analyse

fig 80B, Site analyse

fig 80C, Site analyse

fig 80D, Site analyse

fig 80E, Site analyse

fig 80F, Site analyse

fig 80G, Site analyse

fig 80H, Site analyse

fig 80I, Site analyse

fig 80J, Site analyse, top view

fig 80K, Site analyse

fig 80L, Site analyse

fig 80M, Site analyse

fig 80N, Site analyse

fig 80O, Site analyse

fig 80P, Site analyse

fig 80Q, Site analyse

fig 80R, Site analyse

fig 80S, Site analyse

fig 80T, Site analyse

fig 78A, Site Secondary structure, OLYMPUS DIGITAL CAMERA

fig 78B, Site Secondary structure, OLYMPUS DIGITAL CAMERA

fig 78C, Site Secondary structure, OLYMPUS DIGITAL CAMERA

fig 78D, Site Secondary structure, OLYMPUS DIGITAL CAMERA

fig 74A, MODEL – WASSERIJ DER VLAANDEREN, WASSERIJ DER VLAANDEREN

fig 75A, Construction details of a car dealers garage, Joint of a column, primary and secondary roof beams.

fig 75B, Construction details of a car dealers garage, Technical detail on the guiding rails

fig 75C, Construction details of a car dealers garage, Technical detail on the connection between the steel structure & foundation

fig 76A, Project Kievit

fig 76B, Project Kievit

fig 76C, Project Kievit

fig 76D, Project Kievit

fig 77A, Concrete building elements

fig 77B, Concrete building elements

fig 77C, Concrete building elements

fig 77D, Concrete building elements

fig 77E, Concrete building elements

fig 77F, Concrete building elements

fig 77G, Concrete building elements

fig 77H, Concrete building elements

fig 71A, axonometric view on docks site

fig 72A, Structure of the big warehouse on docks site

fig 73A, Construction details of the warehouse on site

fig 73B, Construction details of the warehouse on site

fig 73C, Construction details of the warehouse on site

fig 70A, Pictures Nonnemeersstraat, Ghent

fig 70B, Pictures Nonnemeersstraat, Ghent

fig 69A, models

fig 67A, College Football Hall of Fame, Robert Venturi & Denise Scott Brown

fig 67B, College Football Hall of Fame, Robert Venturi & Denise Scott Brown

fig 68A, collage: walls around the field

fig 63A, Model tests

fig 64A, DOME – EPS + SPRAYED CONCRETE, DOME - EPS + SPRAYED CONCRETE

fig 64B, DOME – EPS + SPRAYED CONCRETE

fig 64C, DOME – EPS + SPRAYED CONCRETE

fig 64D, DOME – EPS + SPRAYED CONCRETE

fig 64E, DOME – EPS + SPRAYED CONCRETE

fig 64F, DOME – EPS + SPRAYED CONCRETE

fig 64G, DOME – EPS + SPRAYED CONCRETE

fig 65A, test model: terraces &facade

fig 66A, Test Model – Drawing

fig 59A, PUNCHED/PUNCTURED BEAM

fig 59B, PUNCHED/PUNCTURED BEAM

fig 59C, PUNCHED/PUNCTURED BEAM

fig 60A, SIMPLE CONSTRUCTION

fig 60B, SIMPLE CONSTRUCTION

fig 60C, SIMPLE CONSTRUCTION

fig 61A, roof on/between containers

fig 61B, roof on/between containers

fig 61C, roof on/between containers

fig 61D, roof on/between containers

fig 61E, roof on/between containers, KONICA MINOLTA DIGITAL CAMERA

fig 61F, roof on/between containers

fig 62A, container cut outs

fig 62B, container cut outs

fig 62C, container cut outs

fig 62D, container cut outs

fig 54A, HOLZER KOBLER ARCHITEKTUREN FRANKIE & JOHNNY STUDENT HOUSING PLÄNTERWALD

fig 54B, HOLZER KOBLER ARCHITEKTUREN FRANKIE & JOHNNY STUDENT HOUSING PLÄNTERWALD

fig 54C, HOLZER KOBLER ARCHITEKTUREN FRANKIE & JOHNNY STUDENT HOUSING PLÄNTERWALD

fig 54D, HOLZER KOBLER ARCHITEKTUREN FRANKIE & JOHNNY STUDENT HOUSING PLÄNTERWALD

fig 54E, HOLZER KOBLER ARCHITEKTUREN FRANKIE & JOHNNY STUDENT HOUSING PLÄNTERWALD

fig 54F, HOLZER KOBLER ARCHITEKTUREN FRANKIE & JOHNNY STUDENT HOUSING PLÄNTERWALD

fig 55A, section draft

fig 56A, sketches container : Stacking;Connection

fig 56B, sketches container : Stacking;Connection

fig 56C, sketches container : Stacking;Connection

fig 56D, sketches container : Stacking;Connection

fig 56E, sketches container : Stacking;Connection

fig 57A, Mid-Process model

fig 58A, Model #1

fig 58B, Model #1

fig 49A, Model #2

fig 50A, OLD vs. NEW

fig 51A, Project Nonnemeersstraat, Ghent

fig 51B, Project Nonnemeersstraat, Ghent

fig 51C, Project Nonnemeersstraat, Ghent

fig 51D, Project Nonnemeersstraat, Ghent

fig 51E, Project Nonnemeersstraat, Ghent

fig 51F, Project Nonnemeersstraat, Ghent

fig 51G, Project Nonnemeersstraat, Ghent

fig 51H, Project Nonnemeersstraat, Ghent

fig 51I, Project Nonnemeersstraat, Ghent

fig 51J, Project Nonnemeersstraat, Ghent

fig 51K, Project Nonnemeersstraat, Ghent

fig 51L, Project Nonnemeersstraat, Ghent

fig 51M, Project Nonnemeersstraat, Ghent

fig 51N, Project Nonnemeersstraat, Ghent

fig 51O, Project Nonnemeersstraat, Ghent

fig 51P, Project Nonnemeersstraat, Ghent

fig 52A, CONSTRUCTION SITE

fig 53A, visit construction site

fig 53B, visit construction site

fig 53C, visit construction site

fig 47A, Every Big Box has its structure

fig 47B, Every Big Box has its structure

fig 48A, model vs Spa reine

fig 46A, masterplan site gentbrugge

fig 46B, masterplan site gentbrugge

fig 46C, masterplan site gentbrugge

fig 45A, shipping container

fig 45B, shipping container

fig 45C, shipping container

fig 41A, Steel structure

fig 41B, Steel structure

fig 41C, Steel structure

fig 41D, Steel structure

fig 42A, Renovation factory Kotrijk

fig 42B, Renovation factory Kotrijk

fig 42C, Renovation factory Kotrijk

fig 42D, Renovation factory Kotrijk

fig 43A, Hot Rivet, knooppunt staalstructuur

fig 44A, STEEL JOINT

fig 36A, Woonzorgcentrum Van Lierde, the blocks can be used for structural and non-structural purposes

fig 37A, corner of the sport fence

fig 38A, pergola without roof connection

fig 39A, Japan wood connection in chamonix

fig 40A, Schuur Gentbrugge – Site

fig 40B, Schuur Gentbrugge – Site

fig 40C, Schuur Gentbrugge – Site

fig 40D, Schuur Gentbrugge – Site

fig 40E, Schuur Gentbrugge – Site

fig 32A, Hangar INCO, Exploded construction of the hangar

fig 32B, Hangar INCO, Composition detail of brick, concrete columns and plinth

fig 32C, Hangar INCO

fig 32D, Hangar INCO

fig 32E, Hangar INCO, Skylight

fig 32F, Hangar INCO, Skylight

fig 32G, Hangar INCO, Concrete columns, laminated wooden beams

fig 32H, Hangar INCO, Concrete columns & beams

fig 33A, Factory “De Porre” – Gentbrugge, Factory Mill De Porre Gentbrugge - site

fig 33B, Factory “De Porre” – Gentbrugge, Factory Mill De Porre - Primary structure

fig 33C, Factory “De Porre” – Gentbrugge, Factory Mill De Porre Gentbrugge - Concrete ceiling

fig 33D, Factory “De Porre” – Gentbrugge, Factory Mill De Porre - fragment

fig 33E, Factory “De Porre” – Gentbrugge, Factory Mill De Porre - Concrete cantilever

fig 33F, Factory “De Porre” – Gentbrugge, Factory Mill De Porre Gentbrugge - steel truss

fig 34A, Lignatur floor/ roof element, Lignatur floor element - hollow core slab

fig 34B, Lignatur floor/ roof element, Lignatur floor element - Detail possibilties ducts

fig 35A, Floor systems of bricks

fig 35B, Floor systems of bricks

fig 35C, Floor systems of bricks

fig 35D, Floor systems of bricks

fig 24A, Steel truss, center piece

fig 24B, Steel truss, Beam and truss connection

fig 25A, Hole deck, Holedeck construction

fig 25B, Hole deck

fig 26A, Lumat Site Gent

fig 26B, Lumat Site Gent

fig 26C, Lumat Site Gent

fig 27A, Types of steel trusses

fig 28A, Industrial warehouse, connection between foundation and column

fig 28B, Industrial warehouse, connection between column and beam

fig 28C, Industrial warehouse

fig 28D, Industrial warehouse, connection between beams

fig 28E, Industrial warehouse, connection between column and beam

fig 28F, Industrial warehouse

fig 29A, STEKO – Building Blocks, The basic elements of the STEKO® building system

fig 29B, STEKO – Building Blocks

fig 29C, STEKO – Building Blocks

fig 30A, Silos, tanks & holders, Bottom-up construction

fig 30B, Silos, tanks & holders, Interior view

fig 30C, Silos, tanks & holders, Assembling the topcover

fig 30D, Silos, tanks & holders, Surreal image

fig 31A, Silos, tanks & holders, Fully assembled

fig 31B, Silos, tanks & holders, Positioning the different panels

fig 31C, Silos, tanks & holders, Pre-asssembly of the different panels

fig 15A, SILOS, TANKS & HOLDERS, Rotating the panels allows vertical forces to be guided down

fig 15B, SILOS, TANKS & HOLDERS, Basic dimensions of a cold rolled steel silo panel

fig 16A, SITE VISIT, The large wooden beams ready to be installed.

fig 16B, SITE VISIT, Prefabricated elements are fixed on the columns.

fig 16C, SITE VISIT, Steel elements where the secondary wooden beams will be fixed on.

fig 16D, SITE VISIT, The building of the extension of the store of Aveve.

fig 16E, SITE VISIT, The existing store of Aveve.

fig 17A, SITE VISIT °2, On top you can see the combination of the concrete columns with the steel trusses.

fig 17B, SITE VISIT °2, Prefabricated concrete elements fits perfectly in each other.

fig 17C, SITE VISIT °2, The holes in the beams are made to put ducts through them.

fig 17D, SITE VISIT °2, Prefabricated concrete elements fits perfectly in each other.

fig 17E, SITE VISIT °2, Prefabricated beams and columns with on top the prefabricated vaults.

fig 17F, SITE VISIT °2, The structure is filled up with brick between the columns.

fig 17G, SITE VISIT °2, The prefabricated vaults.

fig 17H, SITE VISIT °2, Against the primary structure, facade elements are fixed.

fig 18A, Wood Hollow Core Slab

fig 18B, Wood Hollow Core Slab

fig 21A, Tram depot Marconi – site visit

fig 21B, Tram depot Marconi – site visit

fig 21C, Tram depot Marconi – site visit

fig 22A, factory Gentbrugge – Site, wooden beam pattern

fig 22B, factory Gentbrugge – Site

fig 22C, factory Gentbrugge – Site

fig 22D, factory Gentbrugge – Site, masonry

fig 22E, factory Gentbrugge – Site, existing structure

fig 23A, Poco Loco – Fully automatic warehouse, View from the street

fig 23B, Poco Loco – Fully automatic warehouse, section build on the ground

fig 23C, Poco Loco – Fully automatic warehouse, connection of 2 different sections

fig 23D, Poco Loco – Fully automatic warehouse, reinforcement for windloads

fig 23E, Poco Loco – Fully automatic warehouse, connection

fig 23F, Poco Loco – Fully automatic warehouse, detail of a steel beam

fig 23G, Poco Loco – Fully automatic warehouse, reinforcement on the top for the windloads

fig 10A, CORRUGATED WEB BEAM, Production GLP Beam

fig 10B, CORRUGATED WEB BEAM, Connection GLP to GLP

fig 10C, CORRUGATED WEB BEAM, Connection GLP to column

fig 10D, CORRUGATED WEB BEAM, Example project

fig 10E, CORRUGATED WEB BEAM, Example project 2

fig 11A, FC Muide

fig 11B, FC Muide

fig 11C, FC Muide

fig 12A, Industrial Structure

fig 12B, Industrial Structure

fig 13A, Arrival_Tower

fig 14A, Industrial project

fig 14B, Industrial project

fig 14C, Industrial project

fig 14D, Industrial project

fig 14E, Industrial project

fig 14F, Industrial project

fig 14G, Industrial project

fig 14H, Industrial project

fig 14I, Industrial project

fig 14J, Industrial project

fig 14K, Industrial project

fig 14L, Industrial project

fig 14M, Industrial project

fig 14N, Industrial project

fig 14O, Industrial project

fig 14P, Industrial project

fig 14Q, Industrial project

fig 14R, Industrial project

fig 14S, Industrial project

fig 14T, Industrial project

fig 14U, Industrial project

fig 9A, Getting some help, Getting some help.

fig 8A, FRAC, Dunkerque by Lacaton & Vasal, Frontal Facade, showing the old building and new 'copy' next to each other

fig 8B, FRAC, Dunkerque by Lacaton & Vasal

fig 8C, FRAC, Dunkerque by Lacaton & Vasal, The beautiful transparency of the skin invites the outside world in and ceases to be distant as an art institution might be. The shell does only what it is meant to do, protect its core from the outer elements. The glass and steel myth was reinterpreted and altered with a plastic and steel frame.

fig 8D, FRAC, Dunkerque by Lacaton & Vasal, Steel connection between the old and new building.

fig 8E, FRAC, Dunkerque by Lacaton & Vasal, The climactic gain from this greenhouse concept is an ingenious solution for the demand of more self-sufficient buildings and energy efficiency. The circulation spaces function as a buffer between the spaces and the one-layered shell.

fig 8F, FRAC, Dunkerque by Lacaton & Vasal, Where the spaces themselves border the shell, at the upper level aswell as the vertical separation space between the 2 monoliths, another ingenious transparant envelope is applied. Convexly shaped hard plastic is placed in layers against eachother so an insulating layer of air is trapped inside this half orb space.

fig 8G, FRAC, Dunkerque by Lacaton & Vasal, Detailed section

fig 8H, FRAC, Dunkerque by Lacaton & Vasal, Front facade detail

fig 7A, types of compound beam

fig 6A, Drawing connection of steel structure

fig 6B, Drawing connection of steel structure

fig 5A, Concrete Structure, Concrete Grid Structure

fig 5B, Concrete Structure, Concrete Skylight

fig 4A, Hidden interior structure of the Tondelier sasholders, Interior of the Tondelier gasholders.

fig 4B, Hidden interior structure of the Tondelier sasholders, Interior of the Tondelier gasholders.

fig 4C, Hidden interior structure of the Tondelier sasholders, Interior of the Tondelier gasholders.

fig 4D, Hidden interior structure of the Tondelier sasholders, Remaining structure Tondelier gasholder

fig 3A, Voorhaven Site, The column is constructed with leftovers from the world expo in Antwerp 1985

fig 3B, Voorhaven Site

fig 3C, Voorhaven Site, how hot riveting is done.

fig 2A, ‘De Nobele’ – Site, Alongside the structure there's a workspace for a local artist.

fig 2B, ‘De Nobele’ – Site, The unfinished upper part of the old textile factory.

fig 2C, ‘De Nobele’ – Site, Detail of a main concrete column.

fig 2D, ‘De Nobele’ – Site, Analysis on which structure stays and which one disappears.

fig 2E, ‘De Nobele’ – Site, Detail of the naked concrete structure.

fig 1A, STEEL JOINT