Column.jpg
ERTEK column. The concrete is represented as transparent so that the positioning of the armature is revealed.
4-Slabs.jpg
Each 3.60/3.60m slab unit can be sustained by three columns. This makes possible to construct unified 7.20/7.20m rooms without a column at the middle.
4-Column.jpg
The combination of four columns results in a composite column that includes a channel appropriate to host pipework
Sample_Skeleton.jpg
A sample ÅÑÔÅÊ structural skeleton. The steel joints will not be visible in the final form of the skeleton as they are covered during the concrete casting.
Pre_Slab.jpg
The Pre-slab consists of trusses (Filigran) welded to steel joints, while the lower part of both trusses and joints is embodied in a thin layer of concrete reinforced by wire mesh.
Endodapedia.jpg
Underfloor Heating/Cooling routed through the channel formed by the columns.
Apoxeteysh_01.jpg, Apoxeteysh_02.jpg, Apoxeteysh_03.jpg
Sewage pipes routed through the structural skeleton. In phase 01 the pipes are installed in the already assembled pre-slabs, in phase 02 expanded polyurethane is positioned, while phase 03 includes positioning of wire mesh and concrete casting.
Fnd_Unit.jpg
The Foundation Unit consists of trusses (Filigran) welded to steel joints. This construction is positioned upside-down on the screed, then is connected with other similar units. Concrete casting, which succeeds, concludes the construction of the unified foundation slab.
Fnd_Units.jpg
Foundation Units assembled on the screed, ready for the concrete casting.
Full_Skeleton.jpg
Structural elements assembled within the structural skeleton, ready for the concrete casting. The structure relating foundation units, columns, pre-slabs, as well as a sample stair unit is presented. Actually the stair's concrete casting is combined with the floor's concrete casting.
Node.jpg
Steel joint of either a pre-slab or a foundation unit
Node_Plus.jpg
A corner of a pre-slab. The steel joint, welded with the trusses, as well as the reinforced concrete layer are presented. |