Production and Trading Company in Pians, Austria
Customer Project
ATP architekten ingenieure is an Austrian customer of Dlubal, working in Innsbruck. It has designed a special project for Markus Handl Beteiligung GmbH, a speck producer in Pians, Tyrol, Austria. The new building of the trading company has in-house production, supplying upscale restaurants and hotels. It includes one of the world's largest continuous cross-laminated timber panels, with a total area of about 6,996 square feet.
| Owner | Markus Handl Beteiligungs GmbH, Austria |
| Integral Planning |
ATP architekten ingenieure, Innsbruck Austria www.atp.ag |
| Construction |
HTB Baugesellschaft mbH Arzl i. Pitztal Austria |
Model Parameters of Cross-Laminated Timber Floor
Model
The cross-laminated timber elements designed by ATP form part of the roof structure above the sales and catering area. The structure is designed as a point-supported flat slab with a thickness of almost 10 in. As a result, the downstand and upstand beams commonly used in timber construction are no longer necessary, resulting in a flat ceiling view from below.
The omission of these beams was made possible by two innovations that ATP skillfully combined: a connection and reinforcement system called "Spider Connector" (by Rothoblaas Srl) and a special gluing of joints using a two-component adhesive made of polyurethane cast resin (by Timber Structures 3.0 AG).
The trading company's new building has a gross floor area of 50,784 ft2 and is divided functionally and visually into two building parts. The warehouse and production are on the ground floor; on the upper floor are offices, meeting rooms, a cafeteria, and a sales and catering area, including a fully equipped kitchen. Vertically oriented inside timber cladding combined with glass fronts in the sales area were installed in the upper floor.
Project Location
Pians 34a6551 Municipality of Pians
Austria
Keywords
Building Slab Cross-laminated timber
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Modeling Cross-Laminated Timber Structures - Connections
One of the advantages of entering the structure in RFEM is the complete freedom when selecting the geometry.
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![Structural System and Cross-Section Dimensions According to [1]](/-/media/Images/website/img/000001-010000/009101-009200/009153.png?la=en-US&mlid=2EB9D46A596E46D7BC98C084D747D2BC&hash=3B720E9A0A33920D1D8476598BC8774C9D5523AC)
- How does the "Orthotropic Plastic" material model work in RFEM?
- Which Dlubal Software programs can I use to calculate and design timber structures?
- Which add-on modules and programs do I need for laminate and sandwich structures as well as cross-laminated timber (CLT)?
- Is it possible to design timber structures in RFEM or RSTAB?
- How is it possible to display the library of RF‑LAMINATE? We would like to check that this is up to date.
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