ISOPRO® Type IPT - Spanelas

40
ISOPRO ® Type IPQS
On-site reinforcement and installation instructions
balcony slab
ny slab
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balcony slab
ISOPRO ® ny Type IPQS slab
balcony slab
�
�
ny slab
�
�
balcony slab
� �
balcony slab
A
� �
�
�
� �
concrete ≥ 25/30 concrete ≥ 20/25
ny slab
A
www.h-bau.com
ISOPRO ® Type IPQS
ny slab
�
A
�
�
�
�
Section A - A
On-site suspension reinforcement ISOPRO ® type IPQS
te ≥ 25/30 concrete ≥ 20/25
A
Type IPQS
A s,erf
[cm²]
�
�
selected
IPQS 10 0.71 2 Ø 8
IPQS 20 1.07 3 Ø 8
IPQS 30 1.42 4 Ø 8
IPQS 40 1.11 2 Ø 10
IPQS 50 1.66 3 Ø 10
�
�
Section A - A
on-site � suspension reinforcement
�
on-site suspension reinforcement
� insert stirrup
� � lower reinforcement
� ISOPRO transverse force rods ISOPRO compression rods � distribution rods Ø 8
� lower reinforcement
ISOPRO transverse force rods
ISOPRO compression rods
Installation instructions
Lay the lower reinforcement � for the floor and balcony
slab.
Install ISOPRO ® IPQS and align. The direction of alignment
(arrow symbol on top of element) must be followed.
Insert the balcony-side suspension reinforcement � (see
table) and connect to the ISOPRO ® shear-force rods.
The ISOPRO ® shear-force rods and the support reinforcement
are at the same level.
Lay the distribution rods, one Ø 8 top and bottom pos.
�.
In the case of indirect support, lay the floor-side suspension
reinforcement � and distribution rods � Ø 8
Insert the upper slab reinforcement �.
� upper reinforcement
� upper reinforcement
� insert stirrup
� distribution rods Ø 8
It is necessary when concreting to fill and pack uniformly
on both sides in order to prevent movement of
the ISOPRO ® elements.
Note:
For proof of the shear force load bearing capacity of the
slabs without web reinforcement, DIN 1045-1, Section
10.3.3 applies. For proof of the shear force load bearing
capacity of the slabs with web reinforcement, DIN 1045-
1, Section 10.3.4 applies. The maximum shear force
transferable across the joint is limited to 0.3 · V Rd,max .
Type IPQS
A s,erf
[cm²]
selected
IPQS 60 1.60 2 Ø 12
IPQS 70 2.35 3 Ø 12
IPQS 80 2.18 2 Ø 14
IPQS 90 3.26 3 Ø 14