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Example text

Floor slabs are made of nonprestressed modular hol low core components (as shown in Fig. 10). They are supported on exterior sandwich wall panels and interior walls. Special sanitary wall elements are also used. A typical Israeli field plant system (described in Chapter 5) is shown in Fig. 16. It uses 130mm thick room-size floor slabs, 250 mm thick sandwich exterior walls, and 140 mm thick interior bearing walls. The Fabcon system shown in Fig. 17 uses prestressed hollow core “Span-deck” elements for floor slabs and for exterior walls.

5). 2 Arranging the box units in a “checkerboard” fashion, as shown in Fig. 21(b). 1). The box units create usable space between them, which can be closed from the outside with exterior wall panels, but this requires additional finish works onsite. 3 Stacking the box units into a cast onsite or a prefabricated linear system, as shown in Fig. 21(d). It relieves the boxes from the structural support function for any height of building. An example of such BUILDING SYSTEMS AND COMPONENTS 39 an approach is the Danish Conbox, system where the frame relieves the individual units from the structural loads for any height and pattern of building.

The spacing (S) between them varies, in most cases, between 5 and 10m. The height (H) of columns varies between 4 and 10m. Different variants of the structural scheme allow for the most convenient partitioning of the frame into connected precast elements. A rectangular frame is usually composed of two columns and a horizontal beam, connected so as to attain stability in the frame plane. For this purpose the columns may be fixed at the bottom, and the beam is freely supported [Fig. 1 (a)], which makes it easier for assembling (the connection at the top does not have to transfer moments and is therefore simpler).

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