ISOPRO® Type IPT - Spanelas
ISOPRO® Type IPT - Spanelas
ISOPRO® Type IPT - Spanelas
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ISOPRO ® <strong>Type</strong> IPQQ<br />
On-site reinforcement and installation instructions<br />
balcony slab<br />
ny slab<br />
�<br />
balcony slab<br />
ISOPRO ® ny<br />
<strong>Type</strong> IPQQ slab<br />
balcony slab<br />
� �<br />
ny slab<br />
�<br />
�<br />
balcony slab<br />
� �<br />
balcony slab<br />
A<br />
�<br />
� �<br />
�<br />
� �<br />
concrete ≥ 25/30 concrete ≥ 20/25<br />
ny slab<br />
A<br />
44 www.h-bau.com<br />
ISOPRO ® <strong>Type</strong> IPQQ<br />
ny slab<br />
A<br />
�<br />
�<br />
�<br />
�<br />
On-site suspension reinforcement ISOPRO ® type IPQQ<br />
te ≥ 25/30 concrete ≥ 20/25<br />
A<br />
<strong>Type</strong> IPQQ<br />
a s,erf<br />
[cm²/m]<br />
�<br />
�<br />
�<br />
selected<br />
IPQQ 10 0.80 4 Ø 6<br />
IPQQ 30 1.20 6 Ø 6<br />
IPQQ 40 1.60 8 Ø 6<br />
IPQQ 50 2.00 4 Ø 8<br />
Section A - A<br />
Section A - A<br />
on-site suspension reinforcement<br />
�<br />
�<br />
on-site suspension reinforcement<br />
�<br />
�<br />
� upper reinforcement<br />
� upper reinforcement<br />
� insert stirrup<br />
� � lower reinforcement<br />
� ISOPRO transverse force rods ISOPRO compression rods � lower � reinforcement<br />
distribution rods Ø 8<br />
ISOPRO transverse force rods<br />
ISOPRO compression rods<br />
Installation instructions<br />
Lay the lower reinforcement � for the floor and balcony<br />
slab.<br />
Install ISOPRO ® IPQQ and align. The direction of<br />
alignment (arrow symbol on top of element) must be followed.<br />
Insert the balcony-side suspension reinforcement � (see<br />
table) and connect to the ISOPRO ® shear-force rods.<br />
The ISOPRO ® shear-force rods and the support reinforcement<br />
are at the same level.<br />
Lay the distribution rods, one Ø 8 top and bottom pos.<br />
�.<br />
In the case of indirect support, lay the floor-side suspension<br />
reinforcement � and distribution rods � Ø 8<br />
Insert the upper slab reinforcement �.<br />
� insert stirrup<br />
� distribution rods Ø 8<br />
It is necessary when concreting to fill and pack uniformly<br />
on both sides in order to prevent movement of<br />
the ISOPRO ® elements.<br />
Note:<br />
For proof of the shear force load bearing capacity of the<br />
slabs without web reinforcement, DIN 1045-1, Section<br />
10.3.3 applies. For proof of the shear force load bearing<br />
capacity of the slabs with web reinforcement, DIN 1045-<br />
1, Section 10.3.4 applies. The maximum shear force<br />
transferable across the joint is limited to 0.3 · V Rd,max .<br />
<strong>Type</strong> IPQQ<br />
a s,erf<br />
[cm²/m]<br />
selected<br />
IPQQ 70 2.13 6 Ø 8<br />
IPQS 90 3.33 6 Ø 10<br />
IPQQ 110 4.80 6 Ø 12
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