ISOPRO® Type IPT - Spanelas

16
ISOPRO ®
Special types Valid for type series IP and IPT (analogously)
Connection to a floor slab with a “small” step-up offset
balcony
wall
slab
balcony
�
For a step-up offset of less than 80 mm a standard element
can also be used.
� slab
In balcony this case a stirrup reinforcement � wall with an upper leg
balcony
�
length ≥ ls is required to deflect the tensile force towards
the floor.
�
Dimensioning of the stirrup reinforcement � for cantilever
wall
effect and shear force on the � balcony slab.
��
balcony � wall
balcony
balcony
balcony
h ≤ 80
h ≤ 80
Connection to a vertical wall – connection downwards
balcony
�
wall
wall
Connection to a vertical wall – �connection
upwards
balcony wall
�
balcony wall
h ≤ 80
The ISOPRO
�
® tension rods correspond to the required
�
overlap length ls in accordance with DIN 1045-1.
See pages 18-21 for connection reinforcement to the
balcony side.
�
balcony wall
�
≥ 220
�
�
≥ 220
�
�
�
slab
slab
The ISOPRO
slab
balcony
�
�
� slab
® tension rods correspond to the required
overlap length ls in accordance with DIN 1045-1.
See pages 18-21 for connection reinforcement to the
balcony side.
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�
�
�
�
�
� upper reinforcement of steel bars or mesh
� closed stirrup
� lower reinforcement of steel bars or mesh
� upper reinforcement of steel bars or mesh
For connection reinforcement on the balcony side see
� closed stirrup
pages 18-21. � upper reinforcement of steel bars or mesh
The necessary shear reinforcement in the overlap area
must be proved in accordance with DIN 1045-1.
Recommended joist width: � closed at least stirrup 200 mm.
� lower reinforcement of steel bars or mesh
Var. I
insert stirrup
�
�
insert stirrup
� insert stirrup
�
� insert stirrup
� insert stirrup
� insert stirrup
� upper reinforcement of steel bars or mesh
� closed stirrup
� reinforcement
lower reinforcement of steel bars or mesh
� reinforcement
� reinforcement
� reinforcement
The necessary shear reinforcement in the overlap area
must be proved in accordance with DIN 1045-1.
The minimum wall thickness is dependent on the type.
Var. II
� reinforcement
The necessary shear reinforcement in the overlap area
� upper reinforcement of steel bars or mesh
must be proved � lower in accordance reinforcement with of steel DIN bars 1045-1. or mesh
The minimum wall thickness is dependent on the type.
� closed stirrup
� upper reinforcement of steel bars or mesh
� angled reinforcement
� closed stirrup
� reinforcement