CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering and Wood Technology, TU Graz /...

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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

Transcript of CENTRE FOR BUILDING TECHNOLOGY Institute for Timber Engineering and Wood Technology, TU Graz /...

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

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Offices

Plans (Erection step 1)

Plan(withdimensions)

Laboratory hall

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Cross section

Laboratory hall

Office

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Walls

→ Boxed cross-section utilising cross-laminated

element (CLT) rigidly glued with glulam rips

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Roof above laboratory hall

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

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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

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Detail: Walls

Sp

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at

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of

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the

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ith

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at t

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and

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e fi

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re

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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

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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

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Assembling / Erection Offices

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

→ Lifting by means of auto-cranes

→ Short erection time

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Assembling / Erection Lab Hall

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Impressions

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Impressions

Laboratory hall Office

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Thank you for your attention!

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