Hybrid construction reaching up into the sky


Construction engineer
Timber construction
Fire protection design

Makiol Wiederkehr AG, Beinwil am See

BIM, lean construction and CAD-based design

Given the tight schedule, the planners chose an integrated approach, which meant that sections of the project could be realised by using building information modelling or BIM. By linking the planning work with the timber preparation and prefabrication, the project managers followed the principles of lean construction, running production and installation in parallel and in perfect coordination. Using CAD, the design was visualised in 3D, and the individual components were then CNC machined and finished based directly on the model. To ensure that everything went smoothly, all components were labelled and recorded in BOMs that determined the actual sequence of installation. As a result, all building components were prefabricated to a high degree and assembled on site in a just-in-time process. This significantly reduced the construction time, as it took only ten days to build one floor – which is about four months less than with conventional building methods.


Prefabricated TCC floor system

The hybrid character of the Suurstoffi 22 building comes to the fore in the timber-concrete composite constructionpartner in this project. The floor elements resting on girders that are integrated in the shape of a ring into the TCC system measure maximum 0.42 m (H) x 2.84 m (W) x 8.44 m (L) and weigh 8 tons. They were delivered to the site as finished units. Also prefabricated was the 12 cm concrete layer placed on the beam ceiling. The multi-layer floor elements house all building technology equipment such as heating and cooling pipes, ventilation ducts and the sprinkler system. As none of these technical elements are integrated into the primary support structure or embedded in concrete, they can be accessed easily at any stage for inspection or repair. The prefabricated TCC elements are hung from the office tower’s timber frame made from BauBuche girders and posts. The concrete central core sections of the building feature floors that are designed as rigid panels, placed in recesses and then secured with projecting reinforcing sections to the concrete core.


Great room height thanks to BauBuche

The timber skeleton frame consists of posts and beams made from BauBuche. These exposed elements make it clear that Suurstoffi 22 is a timber construction that does not need to hide behind a façade made form a different material. The façade elements are exposed, as are the internal, circumferential supporting structures of beams and posts made from 40 cm x 40 cm beech laminated veneer lumber that connect the timber construction to the concrete cores. Thanks to the BauBuche beams, it has been possible to maintain a maximum room height of 2.80 m. In a building with the same outer dimensions and conventional softwood beams, the rooms would be much lower, as the beams would need to be nearly twice that high to offer the same load-bearing capacity. While the issue could be overcome by installing more posts, this would severely restrict tenants in the design and use of the rooms. With BauBuche, they now enjoy large open spaces, which make the building extremely attractive. Due to its beautiful look and finish, BauBuche is not only a great construction material but also a design feature in its own right. Suurstoffi 22 offers sophisticated office spaces for people who appreciate a quality workplace. Similar to the TCC slabs, the external wall elements consisting of timber panels and 28 cm rockwool insulation were produced at the factory and shipped as complete units fitted with windows, etc. to the construction site. In total, the office block consists of 2,116 prefabricated timber elements (362 wall elements, 708 timber-concrete composite units and 1046 posts & beams). This corresponds to around 1,500 m³ of timber. As wood is made up of 50% carbon, the building thus contains 375 tons of this chemical element, which is equivalent to 1,375 tons of CO₂.

– Text by Marc Wilhelm Lennartz –


Comparison of GL24 glulam – BauBuche GL70

GL24 glulamBauBuche GL70Difference
Compressive strengthfc,0,k24 N/mm²59,4 N/mm²+ 147 %
Bending strengthfm,k24 N/mm²70 N/mm²+ 192 %
Transverse compressive strengthfc,90,k 2,7 N/mm²10 N/mm²+ 270 %
Modulus of elasticityE0,mean11.600 N/mm²16.700 N/mm²+ 44 %
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