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CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering and Wood Technology, TU Graz / Austria Case study no. 10 Leonardo da Vinci project no. CZ/06/B/F/PP-168007 WP6 – Case Studies PC 3 – A set of case studies

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Page 1: CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering and Wood Technology, TU Graz / Austria Case study no. 10 Leonardo da Vinci project no

CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering andWood Technology, TU Graz / Austria

Case study no. 10

Leonardo da Vinci project no. CZ/06/B/F/PP-168007

WP6 – Case StudiesPC 3 – A set of case studies

Page 2: CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering and Wood Technology, TU Graz / Austria Case study no. 10 Leonardo da Vinci project no

General Information

Type of building:Laboratory (hall) and office building

Structural System:Suspended CLT-elements, ripped CLT-plates,walls with boxed cross sections

Owner:Federal Building Agency (BIG), Vienna / Austria

Location:Graz / Austria

Erection date:1999 (begin) - 2001 (1st erection step finished)

Architectural design:Arch. Nussmüller / , Graz / AustriaArch. Kampits & Gamerith, Graz / Austria

Structural & constructional design, Building physics:Institutes of the Faculty for Civil Engineering,Graz University of Technology

Manufacturer of timber structure:Stingl GesmbH, Trofaiach / Austria

Page 3: CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering and Wood Technology, TU Graz / Austria Case study no. 10 Leonardo da Vinci project no

Offices

Plans (Erection step 1)

Plan(withdimensions)

Laboratory hall

Page 4: CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering and Wood Technology, TU Graz / Austria Case study no. 10 Leonardo da Vinci project no

Cross section

Laboratory hall

Office

Page 5: CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering and Wood Technology, TU Graz / Austria Case study no. 10 Leonardo da Vinci project no

Walls

→ Boxed cross-section utilising cross-laminated

element (CLT) rigidly glued with glulam rips

Page 6: CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering and Wood Technology, TU Graz / Austria Case study no. 10 Leonardo da Vinci project no

Roof above laboratory hall

→ 5-layered CLT-plate (120 mm) suspendedby steel trestles (tubes) andsteel rods; span: 19,48 m

Page 7: CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering and Wood Technology, TU Graz / Austria Case study no. 10 Leonardo da Vinci project no

Roof above offices

→ 5-layered CLT-element screw-pressed glued with glulam rips (GL32h, 140/280 mm, every 600 mm)

→ Width per element 2400 mm

→ Span: 14,0 m

Page 8: CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering and Wood Technology, TU Graz / Austria Case study no. 10 Leonardo da Vinci project no

Detail: Walls

Sp

ecia

l fas

ten

er s

yste

m (

stee

l rin

g a

nd

g

lued

-in

ro

ds)

at

the

lon

git

ud

inal

ed

ges

of

the

pre

fab

rica

ted

ele

men

ts

Sim

ple

co

nn

ecti

on

of

the

pre

fab

rica

ted

el

emen

ts w

ith

ste

el a

ng

les

at t

he

bo

tto

m

and

th

e fi

rst

flo

or

on

th

e re

info

rced

co

ncr

ete

stru

ctu

re

Page 9: CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering and Wood Technology, TU Graz / Austria Case study no. 10 Leonardo da Vinci project no

Detail: Roof above laboratory hall

Steel part for load introductionof steel rods into the CLT- plate

Joint of the CLT- plate (necessarydue to limited production length)

Detail of the steel trestles: drilledholes for the anchoring of thesuspension rods

Steel trestles (tubes) for thesuspending system of the CLT-elements

Page 10: CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering and Wood Technology, TU Graz / Austria Case study no. 10 Leonardo da Vinci project no

Detail: Roof above offices

Joint rips – wall: by means ofslotted- in steel plate with dowels

Joint deck (CLT) – wall:by means of bearing of on the CLT-element of the wall and selftapping screws

Bearing area of the roof above offices:bearing on reinforced concrete walls by means of slotted-in steel plates and special elastomeric layers

Page 11: CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering and Wood Technology, TU Graz / Austria Case study no. 10 Leonardo da Vinci project no

Assembling / Erection Offices

→ High level of pre-fabrication for wall and roof elements

→ Lifting by means of auto-cranes

→ Short erection time

Page 12: CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering and Wood Technology, TU Graz / Austria Case study no. 10 Leonardo da Vinci project no

Assembling / Erection Lab Hall

Page 13: CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering and Wood Technology, TU Graz / Austria Case study no. 10 Leonardo da Vinci project no

Impressions

Page 14: CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering and Wood Technology, TU Graz / Austria Case study no. 10 Leonardo da Vinci project no

Impressions

Laboratory hall Office

Page 15: CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering and Wood Technology, TU Graz / Austria Case study no. 10 Leonardo da Vinci project no

Thank you for your attention!

http://fast10.vsb.cz/temtis/en/