Bigger, Better, Faster - Large Wood Structures Need Efficient System Solutions Leander A. Bathon Oliver Bletz-Mühldorfer, Jens Schmidt Topics Introduction / innovations Bigger Better Faster.. Conclusions 1
Greatings from Europe! Solemar Bad Dürrheim D 19871987 2
Expo Roof Hannover D 2000 Parasol, Sevilla SP 2008 Fotos: K.. Schwaner 3
Fotos: K.. Schwaner Centre Pompidou, Metz F 2009 4
Assembly Fotos: K.. Schwaner we have to be as much better as we are more expensive! 5
we are forced to go against the stream! new materials sytems markets Lets do it the old way ^ Innovations Innovations need pioneers to push them forward! Germany Land of Ideas we can learn from the german automotive industrie! 6
Evolution in automotive! who can you relay on? 7
Topics Introduction / innovations Bigger Better Faster Conclusions Contemporary approaches highrises steel / concrete sturctures 8
producion facility wood - CO2-storage Treibhauspotential der Herstellung in CO2 pro kg 2,00 1,75 1,50 1,00 0,50 kg 0,00-0,50 Brettschichtholz Nadelholz 0,10 0,80 Beton C30/ 37 Betonstahl Stahlprofile -1,00-1,50-1,33 carbon dioxide output in kg for 1 kg material! Carbon balanced system (CBS)! concrete (10 cm) ca. 100 kg wood (16 cm) ca. 100 kg 9
HBV-System shear connection based on adhesive action installation cuting injecting installing 10
Shear Test stiff and ductil Bending Test 11
Analysis Truss Model plate system vario system 12
beam system box system Residential buildings with hybrid floors Neubau eines Einfamilienhauses in Holzrahmenbauweise HBV-Plattendecke Deckenfläche: 110 m² Max. Spannweite: 7,0 m 13
City Hall in North Vancouver hybrid floor FASTER public building concrete sturctures 14
Topics Introduction / innovations Bigger Better Faster Conclusions Hybrid Building Componant reduce the carbon food print 15
School building build in 6 month Shopping center 90 minutes fire rating Neubau eines Kaufhauses: Ausführung als F90 B Konstruktion 16
Hybrid roof using the vario-system Commercial building 20 * 20 m 17
Commercial building 20 * 20 m 3,5 13 m 3,5 Topics Introduction / innovations Bigger Better Faster Conclusions 18
HBV-floors ESSB at UBC Fotos: Equilibrium Canada 5 stories in a seismic zone HBV-floor testing Fotos: Equilibrium Canada 19
ESSB at UBC HBV-System with floor heating Fotos: Equilibrium Canada ESSB-builing at UBC 5 stories...substituting concret columns, beams and floors in a seismic zone 20
Hybrid floors on wooden columns 6 stories 6 stories 20 stories... why not! Note: pictures has been modified!! 21
New Markets infrastucture bridges Topics Introduction / innovations Bigger Better Faster Conclusions 22
new markets lay in bridge design Fatigue Test on the composite system 23
Some things need time to be fully appreciated! Euro code fatigue factors a = 2,5 b = 4,0 Oliver Bletz-Mühldorfer 24
Bridge in Kayl / Luxemburg span: 9,70 m width: 4,00 m Yes we can! 25
Concrete Bearings Unidobridge / Austria span: 17,60 m width: 3,50 m 26
Covered Bridge! Concrete protects timber Winschoten / Holland length: 40,0 m Span 1: 18,0 m Span 2: 22,0 m width: 4,0 m 27
Winschoten / Holland Foto: Miebach & Schaffizel Topics Introduction / innovations Bigger Better Faster Conclusions 28
Nature is still smarter! Photovoltaik / Solarthermie we have to export our knowledge on sustainable building solutions! 29
Photovoltaik Thermal use of the sun 30
HBV - Solar = Structural Element + Solar Panel Photovoltaic + Solar Thermal + Structure = HBV - Solar Photovoltaic Solar Thermal Structure Insulation Air-Conditioning Seismic Resistance Hurricane Resistance 31
Herstellung Solarport production car-port power station of the house!? 32
New markets steel structures alternative wood-steel-composite Think out of the Box! 33
Cross sections BS 11-10/22 HE B 100 10 / lfm 40 / lfm cross section FAKTOR: 4 connections Timber Steel 50% efficiency 100% efficiency FAKTOR: 2 connections FAKTOR: 2 Mf = q l² / 8 system MA = - q l² / 12; Mf = q l² / 24 34
HSK - System wood - sustainable - light - free geometries steel adhesive - ductil - isotropical - easy to design - gap filling - fast curing - environmental friendly HSK-System Design criteria steel failure adhesive failure wood failure design in steel, build in wood! 35
design criteria R KD,K = 900 N per dowel K ser = 7400 N/mm per dowel R KD,K Testing moment rigit frame 36
Evolution on a personal scale Moment rigit connection allows a free few of the CLT home IHF 2009 37
Shear test moment rigid connection 38
Testing of moment rigid connections Abstand Lasteinleitung Schwerpunkt Rahmenecke: Innerer Hebelarm: a = 2,80 m e = 1,10 m moment rigid connection 39
Fitness building at UBC Foto: John Boise... first CLT moment rigit frame HSK-pipe system steel design with timber implant 40
Soccer Ball Bavarian Forest D 2007 HSK-rod system ultimate ductility plate Foto: John Boise rod 41
Rigid, but ductile connections for large timber structures Foto: John Boise High ductility! 0 2 42
Uniform loading conditions for large timber cross sections! Topics Introduction / innovations Better Bigger Faster Conclusions 43
Evolution in motion! efficient connection 44
Stairs in ESSB (UBC) Fotos: Busby Arch. Canada Fotos: Equilibrium A2_ex_04-3_1280x882.jpg modelling Fotos: Equilibrium A2_ex_04-3_1280x882.jpg 45
Glued connetions rods Glued connections plates 46
design approach N, Q, M, MT Fotos: Equilibrium Canada 47
Fotos: Equilibrium Canada 48
great architectural vision and great engineering knowledge! Quelle: Equilibrium Fotos: Equilibrium Canada A2_ex_04-3_1280x882.jpg 49
Stuttgart SmartShell Stuttgart SmartShell 50
Stuttgart SmartShell Topics Introduction / innovations Bigger Better Faster Conclusions 51
Innovations can create new markets! + = Data Steeltower Power: Provides: 1,5 MW 2000 Houses Weight: Emmission: 600 Tonnen 1.000 Tonnen CO2 Equivalent to: 2 Mill.-km of a SUV 52
The idea is old, but how does it work on a bigger scale!? the old technologie won t work! Timer and Fatigue it is a life time experience! 53
Evolution in wind power! How to connect? Friction Nails Bolts Screws Adhesive 54
Data Power: Provides: 1,5 MW 2000 Households SteelTower: Emmision: Equell to: 600 tons 1.000 tons CO2 2 mill.-km SUV TimerTower: Binds: Equell to: 230 tons - 300 tons CO2-0.8 mill.-km SUV HSK - System fatigue testing W ö h l e r l i n i e 55
Test tower Fotos: TimberTower Assembly of the fooding section 56
Foundation Supporting structure Diametre approx. 7 m Connecting the base elements with the foundation 57
HSK-System spacing 40 mm HSK-System application of the adhesive 58
Tower assembly Tower assembly 59
Tower assembly TimberTower clean energy with a sustainable structure Hight: 100 m Built: 2012 in Hannover Fotos: TimberTower Vision.. Engineering.. Reality 60
TimberTower 30 Stories 100 m equell to 30 stories Fotos: TimberTower Fotos: MGA Vision.. Lots of Thinking.. Reality Conclusion according to my experience, innovative solutions can create new markets for timber applications large wooden structures are possible we do have the technical knowledge to do it the composite approach will help us to compete with steel and concrete in price and performance... the benefits for the environment will be the bonus! 61
Thank you very much for your interest! wood has more potential than! Leander A. Bathon Prof. Ph.D. M.Sc. Struc.Eng bathon @ t-online.de 62