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

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3 Adaptive Formwork<br />

Advanced Building Skins<br />

The adaptive formwork [Fig. 3] (mentioned in the organigram as A.6a) is built up of a rot<strong>at</strong>able frame<br />

th<strong>at</strong> is rasterized in orthogonal field of pins on both sides. These pins can be axial adjusted and fixed<br />

serially by an industrial robot. A formwork facing th<strong>at</strong> is connected to the pins covers the field and<br />

flexible layered b<strong>at</strong>tens proof the border area.<br />

Figure 3: Adjusting the pins Figure 4: Adjusted field of the first model<br />

3.1 Digital Transform<strong>at</strong>ion into Physical Construction<br />

To adjust the pins and realize the computer gener<strong>at</strong>ed form, the geometrical inform<strong>at</strong>ion of any<br />

segment has to be transferred. For this a script in “Rhinoceros-Grasshopper” was written [Fig. 5]. It<br />

analyzes both surfaces, the top side and rear side, and breaks them up and rasterizes suitable for the<br />

pin field. Then it calcul<strong>at</strong>es the traveling distance of every single pin and exports it as a vector in a list<br />

[Fig. 7]. These vector files are transferred into a work step file for the robot. Because the current<br />

model works on a thread based system, the file needs a number of revolutions to drive the formwork.<br />

To avoid overstretching, a maximal accepted travelling distance per work step is specified, depending<br />

on the flexibility of the form facing. Therefore another script controls the working cycle.<br />

Figure 5: Grasshopper-file Figure 6: Implement<strong>at</strong>ion on a<br />

segment<br />

4 High Performance M<strong>at</strong>erials for Shell Structures<br />

- 5 -<br />

Figure 7: Resulting list<br />

Additional to the development of new analysing tools and production processes, m<strong>at</strong>erials technology<br />

has evolved too. Concrete technology as well as reinforcement provides new m<strong>at</strong>erials with a lot of<br />

potential. So as a logical consequence in this project steel reinforced concrete is substituted by UHPC<br />

(with or without steelfibres) and CFPR (Carbonfiber-Reinforced Polymers).<br />

To prove their combined m<strong>at</strong>erial performance, first tests were conducted and several are following.

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