General
Using as downturned-beam formwork
Using tie-holder brackets for the top and bottom ties has the following effects:
▪ The tie-points are above/below the panel –
no ties in the concrete
▪ Form-tie spacing freely selectable
Required numbers of Frami tie-holder brackets:
|
Framini panel (longside horizontal) |
Number of Frami tie-holder brackets |
|
|---|---|---|
|
at top |
at bottom |
|
|
1.00m |
2 / 1 *) |
2 / 1 *) |
|
1.50m |
2 / 1 *) |
2 / 1 *) |
|
2.50m |
2 |
3 |
|
Downturned beam height: max.75 cm |
||
*) In every other panel, only one Frami tie-holder bracket is needed.
Two Frami tie-holder brackets are needed in the first panel, and two in the last panel.
|
Frami tie-holder bracket: Permitted capacity: 10 kN |
Example with 0.75x1.50m panel
|
A Framini panel 0.75x1.50m |
|
B Frami tie-holder bracket |
|
C Tie rod 15.0mm |
|
D Framini form-tie nut 15.0 or Super plate 15.0 |
|
E Wooden spacer |
|
F Formwork sheet |
|
G Load-bearing tower (e.g. Staxo eco) |
.