ERTEK BUILDING SYSTEM
RESEARCH AND TECHNOLOGY ON CONSTRUCTION
PRESENTATION AND PROPAGATION OF BUILDING TECHNOLOGY
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Description of the attributes of the structural skeleton
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Example case study of the ERTEK system
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Description of the attributes of the structural skeleton |
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Figure 1 |
The Column (Figure 1)has a 42X17cm non-regular hexagonal cross-section, while consists of reinforced concrete; it has special channels that accommodate the routing of both HVAC and telephone cabling. Elements of the column's armature (tie rods) end to sockets where the jointsof either a pre-slabs or a foundation unit can be screwed. The column's non-regular hexagonal cross-section allows combination of single columns, which results in composite ones at the points where joints of different pre-slabs or foundation units. contact. Composite columns include void spaces that accommodate vertical routing of pipework (Figure 2).
A typical 2.75m high column weights 400kg. |
Figure 2 |
