ISOPRO® Type IPT - Spanelas

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ISOPRO ® Type IP & IPT
Two-part elements installation instructions
In type IP pre-cast units In type IPT pre-cast units
≤100
≥ 100
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≤100
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On-site type IP On-site type IPT
≥ 100
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≤100
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≥ 180* *IPT 100 ≥ 215
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≤100
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≥ 180* *IPT 100 ≥ 215
In pre-cast units
Arrange the lower reinforcement layer including the
mesh support as per structural design. Distance to insulation
joint ≤ 100 mm.
Install lower section �. The last transverse rod in the
mesh must be placed as close as possible to the insulation,
observing the required concrete covering.
For IP: the transverse force rod can be under or on top
of the mesh support. The mesh support should be lifted
until it is underneath the tension reinforcement.
Concreting the slab element.
Locate and fix the associated upper section � and,
where required, intermediate section �.
Type IP is supplied with suspension reinforcement as standard
On-site
Lay the necessary on-site reinforcement on the floor
side. (See pages 18-21)
Lay the slab element on the timber beams prepared for
it.
Lay the necessary on-site reinforcement on the balcony
side. (See pages 18-21)
Attach the upper section � and, where required, intermediate
section �. Bind the tensioning rods to the onsite
reinforcement.
Note:
For an element height h = 210 to 250 mm fit additional insertion
stirrups Ø 6/200 or stirrup mesh Q188A on the
balcony side.
Important note:
The type identification for lower and upper sections must match (see also colour identification). The direction of installation
(on the balcony side) must be observed.