TECHNISCHE DATEN
Fit Slab has excellent mechanical strength and solidity properties and is designed so that the formworks interlock with each other.
Fit Slab is designed so that, if necessary, it can easily be cut lengthwise or width-wise.
| FIT SLAB | H 9 cm | H 14 cm | |
| Lenght L1 | cm | 79,7 | 79,7 |
| Lenght L2 | cm | 77,5 | 77,5 |
| Width W1 | cm | 56 | 56 |
| Width W2 | cm | 52 | 52 |
| Weight of the piece | kg | 1,95 | 2,25 |
| Volume of the piece | m3 | 0,0326 | 0,05 |
| Pallet dimensions | cm | 120 x 80 x 230 | 120 x 80 x 230 |
| Pallet units | pcs/PAL | 200 | 200 |
| Pallet weight | kg/PAL | 402 | 462 |
| Slab performance | |||
”ABUTMENT” closure accessory
Placed at the beginning and at the end of each row, acts as a “closing gable” and facilitates the casting of the upper cap of concrete without it overflowing and pouring out of the formworks.
| H 9 cm | H 14 cm | ||
| Weight of „abutment“ pcs. | kg/pcs | 0,365 | 0,398 |
| Box dimensions | cm | 60 x 40 x 41 | 60 x 40 x 41 |
| Pieces per box | pcs | 24 | 18 |
| Box weight | kg | 9,71 | 8,20 |
Table comparing Fit Slab with conventional slabs
The method for calculating the various types of slab is based on current Italian legislation:
– Law 05.11.1971 no. 1086 and Ministerial Decree 04.01.1993: “Standards for the Implementation of Works in Normal and Pre-stressed Concrete and Metal Structures”;
– Ministerial Decree 14/01/2008 – “Technical Standards for Buildings”;
– CIRCULAR of 2 February 2009, n. 617 C.S.LL.PP.: “Instructions for the Application of the” New Technical Standards for Buildings” as per Ministerial Decree of 14 January 2008”.
– Eurocode 2 – Design of Concrete Structures
The tables show the weights of some of the most commonly used types of slabs in the construction industry for the construction of buildings with reinforced concrete structures or load-bearing walls. The differences between the weights of slabs made with the use of Fit Slab as a lightening module and those using other conventional products are highlighted therein.
For the sake of comparison, equal structural heights, and equal utilisation of concrete and structural elements (beams, pylons, prefabricated lattice slabs) were assumed.
Slabs with pre-stressed, reinforced
Slabs with prefabricated lattice beams and/or solid slab
Slabs with plates made of prefabricated reinforced
