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advanced building skins 14 | 15 June 2012 - lamp.tugraz.at - Graz ...

advanced building skins 14 | 15 June 2012 - lamp.tugraz.at - Graz ...

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2.1 Maintenance<br />

Advanced Building Skins<br />

A panelized façade is generally easier to maintain than a façade assembled in place from individual<br />

components, because maintenance can – much like the assembly process in the first place – engage on<br />

a level of self-contained façade elements.<br />

In the wave wall, the elements do not overlap <strong>at</strong> all. Thus, every element can be released and lowered<br />

individually, should it be necessary. The only exception are the lowermost elements, which stand on<br />

the ground. Here, the element above has to be taken away first.<br />

3 Timber for the Shape-defining Layer<br />

Critical advantage of the prefabric<strong>at</strong>ion system over the original approach is the replacement of the<br />

bent steel tubes by curved timber beams. When bending timber lamellas to produce curved gluelamin<strong>at</strong>ed<br />

beams, the springback leads to similar tolerance issues as when bending steel. But contrary<br />

to steel, pre-curved timber beams can then be machined in a CNC mill <strong>at</strong> high speed and a precision of<br />

some tenth of a millimeter, yielding very exact and completely strainless <strong>building</strong> components. On top<br />

of th<strong>at</strong>, the shapes are not limited to (series of) arc segments but allow continuous changes in curv<strong>at</strong>ure.<br />

Figure 5: CNC-milling a curved glue-lamin<strong>at</strong>ed timber beam (designtoproduction)<br />

3.1 Embedding Complexity in the Building Parts<br />

But CNC-milling of timber not only allows for precisely curved <strong>building</strong> parts. It also allows for the<br />

parts to carry much more inform<strong>at</strong>ion about their placement and interconnection. In the Wave Wall<br />

production process, this was taken to extremes by not only cutting the secondary beams with the<br />

correct angle of bank <strong>at</strong> any point to guarantee a flush connection, but also by notching se<strong>at</strong> cuts for<br />

each and every cladding board into the beams (see fig. 6). With further se<strong>at</strong> cuts aiding the assembly<br />

of the substructure frame, the precise position of every part could be identified without measuring<br />

during element assembly – which would have been very difficult due to the curved geometry of the<br />

parts.<br />

Through this concept, most of the geometric complexity of the façade is taken away from the<br />

assembly process and embedded into the individual components. This not only reduces the assembly<br />

effort drastically, but also minimizes (or nearly elimin<strong>at</strong>es) the risk of incorrectly or imprecisely<br />

assembled elements. The oak cladding of the Kilden façade can act as proof of concept: The pin stripe<br />

p<strong>at</strong>tern is nicely continuing across elements without disturbance (see fig. 4).<br />

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