ISOPRO® Type IPT - Spanelas

ISOPRO ® – insulation at
its highest level
Thermal insulation elements
DIN 1045-1
for balconies and thermally-insulated external components
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ISOPRO ® – made in Germany

H-Bau Technik GmbH
Contact
H-Bau
Technik GmbH
Head Office:
Am Güterbahnhof 20
79771 Klettgau
Germany
Tel. +49 (0) 77 42 / 92 15-20
Fax +49 (0) 77 42 / 92 15-90
eMail: export.klettgau@h-bau.de
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Production North-East:
Brandenburger Allee
14641 Nauen-Wachow
Germany
Tel. +49 (0) 332 39 / 775-20
Fax +49 (0) 332 39 / 775-90
eMail: export.berlin@h-bau.de
Paul Rieger:
Tel. +49 (0) 77 42 / 92 15-21
Fax +49 (0) 77 42 / 92 15-93
Mobil +49 (0) 171 / 864 72 61
eMail: paul.rieger@h-bau.de
Oliver Etzrodt
Tel. +49 (0) 70 82 / 41 39 63
Fax +49 (0) 70 82 / 79 33 00
Mobil +49 (0) 171 / 864 72 60
eMail: oliver.etzrodt@h-bau.de
Rudolf Till
Tel. +49 (0) 332 39 / 775-24
Fax +49 (0) 332 39 / 775-90
Mobil +49 (0) 172 / 993 70 50
eMail: rudi.till@t-online.de

ISOPRO ®
Balcony insulation elements
Contents
for better solutions...
ISOPRO ® Thermal insulation elements
General Overview of types 2-3
Technical principles 4-6
Building physics – Heat insulation 7
Building physics – Fire protection 8
Exposition class 9
Type IP-IPT Examples 11
Construction and dimensions 12-13
Dimensioning table 14-15
Special types 16-17
On-site reinforcement and installation instructions 18-21
Two-part elements 22-23
Deflection and height offset 24-25
Expansion joint spacing 26
Type IPT-Corner Construction and dimensions/on-site reinforcement 27-29
Dimensioning table 30
Type IPH Technical principles 31
Type IPE Technical principles 32
Dimensioning table 33
Type IPQ-IPQS Examples of shear force elements 34
IPQZ Technical principles 35
Construction and dimensions 36-37
Dimensioning table 38
On-site reinforcement 39-41
Type IPQQ-IPQQS Construction and dimensions 42-43
Dimensioning table 43
On-site reinforcement 44-45
Torque from eccentric connection 46
Type IPTD Technical principles 47
Construction and dimensions 48
On-site reinforcement 49
Dimensioning table 50-51
Type IPA, IPF, IPO Technical principles 53
Type IPA Construction and dimensional values 54
On-site reinforcement and installation instructions 55
Type IPF Construction and dimensional values 56
On-site reinforcement and installation instructions 57
Type IPO Construction and dimensional values 58
On-site reinforcement and installation instructions 59
Type IPS, IPW Technical principles 61
Type IPS Construction and dimensional values 62
On-site reinforcement and installation instructions 63
Type IPW Construction and dimensional values 64
On-site reinforcement and installation instructions 65
Tender 66
ISOPRO ® - insulation at its highest level
1

2
ISOPRO ®
Overview of types
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ISOPRO ® type IP - page 12
for freely-projecting balcony slabs.
The element transfers negative bending moments
and positive shear forces.
ISOPRO ® type IPT - page 13
for freely-projecting balcony slabs.
The element transfers negative bending moments
and positive shear forces.
ISOPRO ® type IPT-Corner - page 27
for freely-projecting external-corner balconies.
The element transfers negative bending moments
and positive shear forces.
ISOPRO ® type IPQ - page 35
for joint-supported slabs (e.g. balconies and
loggia on supports).
The element transfers positive shear forces.
ISOPRO ® type IPQS - page 36
for joint-supported slabs with selective force
absorption.
The element transfers positive shear forces.
ISOPRO ® type IPQZ - page 36
for joint-supported slabs with selective force
absorption with zero stress.
The element transfers positive shear forces.
ISOPRO ® type IPQQ - page 42
for joint-supported slabs.
The element transfers positive and negative
shear forces.
ISOPRO ® type IPQQS - page 42
for joint-supported slabs with selective force
absorption.
The element transfers positive and negative
shear forces.
Balkon Decke
Balkon Decke
Balkon Decke
Balkon Decke
Balkon Decke
Balkon Decke
Balkon Decke
Balkon Decke

ISOPRO ®
Overview of types
ISOPRO ® type IPTD - page 47
for re-entrant balcony slabs in the floor area.
The element transfers positive and negative
bending moments and shear forces.
ISOPRO ® type IPH - page 31
For selective absorption of horizontal forces in
connection with cantilever slab or shear force
connections.
ISOPRO ® type IPE - page 32
for selective absorption of horizontal forces
and moments in conjunction with IP & IPT cantilever
slab connections.
ISOPRO ® type IPA - page 54
for connection of fascias at storey floor level.
The element is attached at selected points.
ISOPRO ® type IPF - page 56
for connection of projecting parapets at storey
floor level.
The element is attached at selected points.
ISOPRO ® type IPO - page 58
for connection of reinforced concrete consoles
B
at storey floor level.
The element is attached at selected points.
ISOPRO ® type IPS - page 62
for connection of wall consoles and cantilever
beams.
The element transfers positive and negative
shear forces.
ISOPRO ® type IPW - page 64
for connection of full-height wall panels.
The element transfers bending moments and
shear forces in both the vertical and horizontal
direction.
Konsole
for better solutions...
Balkon Decke
Balkon Decke
Balkon Decke
Konsole
Attika
Brüstung
B
Decke
Decke
Decke
Wandscheibe innen
ISOPRO ® - insulation at its highest level
3

4
ISOPRO ®
Technical principles
The product
ISOPRO ® is a thermally insulating,
supporting, connection element between
concrete construction components.
Its excellent thermal insulation
properties provide a reliable solution
to the problems of building physics at
the interface between external and internal
construction elements.
ISOPRO ® consists of an EPS insulating
body 80 mm thick of the heat conduction
group 035 together with a
static rod framework that ensures effective
transfer of the forces from BST
500 in the area of the insulation and
up to 100 mm to the side from BST
500 NR.
Elements made from high-performance
specialty concrete or rods
made from BST 500 NR are used in
the compression zone.
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Features
Approved and type-tested in accordance
with DIN 1045-1
Reduction of thermal bridges according
to DIN 4108-2 and EnEV
Avoids condensation and growth
of mould
Stainless steel construction provides
corrosion protection
Faster and more economical installation
The consistently high quality standard
of ISOPRO ® is maintained by
continual in-house and third-party
monitoring.
Optimum absorption of shear
forces and bending moments
Application area
Projecting balcony with ISOPRO ® type IP
Supported balcony with ISOPRO ® type IPQ

ISOPRO ®
Technical principles
Installation locations for ISOPRO ® balcony insulation elements:
for better solutions...
ISOPRO ® in single-skin brickwork ISOPRO ® in single-skin brickwork with
Thermal Insulation Bonding System
ISOPRO ® in double-skin brickwork ISOPRO ® in double-skin brickwork with
rear ventilation
Order codes for ISOPRO ® balcony insulation elements:
Order example 1:
Freely-projecting balcony slab
Slab thickness: h = 180 mm
Concrete cover: c v = 35 mm
m Ed = 31.6 kNm/m
v Ed = 51.4 kN/m
Fire protection requirement F90
Order example 2:
Supported balcony slab
Slab thickness: h = 200 mm
v Ed = 84,3 kN/m
Fire protection requirement F90
Additional identification for special element type IP:
Downward curve in the wall ⇒ Var. l
Upward curve in the wall ⇒ Var. ll
Order example: IP 30 Var.l c v 35 h200
IP 50 CV35 Q8 F90 h180
Type
load bearing capacity
concrete cover
supplemented shear force
fire protection class F90
height of element
IPQ 50 F90 h200
Type
load bearing capacity
fire protection class F90
height of element
Note:
For types IPQ and IPQS no additional identification for the concrete covering c v is required.
All of the special elements for types IP and IPT are shown on pages 16-17.
Var. lll HV ⇐ ceiling offset upwards
Var. lll UV ⇐ ceiling offset downwards
ISOPRO ® 5
- insulation at its highest level

6
ISOPRO ®
Component catalogue and test certificates
Component catalogue ISOPRO ® elements
Reinforcing steel: BSt 500 S
Stainless steel: BSt 500 NR in accordance with general building authority approval Material
No. 1.4571 or 1.4362
Compression bearing: Pressure elements made from high tensile special concrete;
BSt 500 NR in accordance with general building authority approval
Insulation body: Rigid polystyrene foam of heat conduction group 035
Fire protection slabs: Fibre-cement slab from construction material class A1
Connecting structural components
Concrete: Standard concrete according to DIN 1045-2 or DIN EN 206-1 with a dry bulk
density of 2000 kg/m 3 to 2600 kg/m 3 (light concrete is not permitted)
Reinforcing steel: BSt 500 M and BSt 500 S
Test certificates
Approvals: DIBt Berlin
General building authority approval
ISOPRO type IP Z-15.7-244
ISOPRO type IPT Z-15.7-243
type testing: State Office for Construction Engineering, Tübingen
Test Report (type testing)
ISOPRO type IP Prüf-Nr. 06/2
ISOPRO type IPT Prüf-Nr. 08/5
ISOPRO type IPQ Prüf-Nr. 08/6
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Minimum strength of concrete for external structural components:
≥ C25/30 and dependent on the exposition classes according to DIN 1045-1
Minimum strength of concrete for internal structural components:
≥ C20/25 and dependent on the exposition classes according to DIN 1045-1

ISOPRO ®
Building physics – Heat insulation
Thermal bridge
In the construction of buildings, unconsidered
thermal bridges are a hidden
risk. Thermal bridges are defined
as locations in parts of a building in
which heat transfer to the outside occurs
more quickly than in other parts
of the building.
There is a difference between geometrical
thermal bridges, in which, for
the heat dissipation from the internal
surface, there is an adjacent, larger,
external surface (e.g. external corners
of the building), and constructed thermal
bridges, which create thermal
bridges by the use of fixtures or materials
with high heat conductivity or
lack of thermal insulation. One example
of constructive thermal bridges
is reinforced concrete elements which
penetrate external walls. At low outside
temperatures, this increased heat
flow leads to lower temperatures at
the surface of the room wall. Problems
of decreasing temperatures result
from surface contact with the air
in the room and its water retention capacity.
Air humidity
Air humidity (also air moisture) is defined
as the proportion of water
vapour mixed with gas (in this case in
the room). The best known measure
of humidity is the relative humidity,
given as a percentage, which relates
to the proportion of
water vapour content in the air to the
maximum possible content at any
time. At lower temperatures the water
retention capacity is lower than at
higher temperatures, so that one
cubic metre of air at 10ºC can absorb
9.41 g of water.
The same volume of air at 30ºC can
absorb up to 30.38 g of water. This is
known as saturation concentration.
Due to fluctuating temperatures, for
the same water concentration the relative
humidity in the room also
changes. Air, which is being cooled
at the surface close to the thermal
bridge, produces an increase in relative
humidity until it reaches saturation
concentration.
Dew point temperature
The temperature at which the water
volume in the air is sufficient to cause
saturation (relative humidity of 100%)
is known as the dew point temperature,
since a further decrease in temperature
will cause excess humidity to
be released from the air as condensate.
This condensate attaches itself to
the surface of the wall.
Therefore, the higher the temperature
and relative humidity levels in the
dew point temperature [°C]
20
18
16
14
12.6
12
10
9.3
8
no risk *
for better solutions...
room are, the higher is the condensation
point temperature and with it the
increased risk of water condensation
on the colder parts of the building surfaces.
The assumed room climate is
20ºC and 50% relative humidity. For
these conditions the dew point temperature
is 9.3ºC.
The minimum heat insulation
The hazard threat comes not only
from humidity-related effects on construction
elements and the associated
damage to the building, but, more
importantly, also from the health hazard
due to mildew formation in these
areas. The formation of mildew does
not only start at the point when water
condensation occurs, but already at
the point when the surface temperature
at the wall produces 80% relative
air humidity. For normal climatic conditions
in a room, the non-critical surface
temperature is 12.6ºC. When
this surface temperature is reached
there is no further hazard risk.
air temperature 22°C
air temperature 20°C
Relative humidity [%]
air temperature 18°C
* No risk of mildew formation from12.6ºC
(DIN 4108-2 : 2001-03)
6
40 45 50 55 60 65 70 75 80 85 90
Dependence of the dew point temperature on relative humidity and air temperature
ISOPRO ® - insulation at its highest level
7

8
ISOPRO ®
Building physics – Fire protection DIN 4109
Fire-resistance class F 30
All ISOPRO ® elements are categorised as fire protection class F30. The requirements to be met for the complete construction
are illustrated in the following diagrams:
F30 - wall area construction F30 - door area construction
mineral-based mineral-based plaster plaster
screeding / screeding plastering / plastering
ISOPRO element ISOPRO element
screeding / screeding plastering / plastering
ISOPRO element ISOPRO element
mineral-based mineral-based plaster plaster mineral-based mineral-based plaster plaster
Fire-resistance class F 90
All ISOPRO ® elements are also supplied to fire-resistance class F90, meeting the technical requirements for fire protection
of balconies etc.
The designation F90 is added to the element identification e.g. ISOPRO ® IPT 55 cv 30 F90.
A1 material
non-flammable
The ISOPRO ® elements are fitted with fire protection plates attached to the top side and the under side.
The construction can be seen in the sketch of the system below.
detail 1
detail 1
A1 material
non-flammable
It is self-evident that to meet the requirements of the fire-resistance class F90, all other adjacent construction elements
must also satisfy these requirements. For constructions with selected-point connections it is necessary to ensure that the
intermediate insulation used also meets the fire-resistance requirements.
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100
15
15
8
F90 fire fire protection slab
F90 fire fire protection slab

ISOPRO ®
Exposition classes
Exposition classes and concrete covering
Reinforcement corrosion Minimum concrete
strength class
XC3 high humidity, outside
construction elements,
damp rooms
XC4 alternating wet and dry,
outside construction elements
exposed to rain
XD1 high humidity, area of
spray water from road
surface
XS1 salt-laden air, outside
construction elements
near coasts
Concrete attack Minimum concrete
strength class
XF1 high water saturation
with no condensation
source, outside construction
elements
Depth of concrete
covering c nom
Red. depth of concrete
covering c v *
C 20/25 c nom = 35 mm c v = 30 mm
C 25/30 c nom = 40 mm c v = 35 mm
C 30/37 c nom = 55 mm c v = 50 mm
C 30/37 c nom = 55 mm c v = 50 mm
C 25/30
Concrete covering
c v = degree of
reinforcement corrosion
* c v = a reduction of 5mm according to DIN 1045-1, 6.3 is taken into account
DIN 1045-1 Concrete covering:
for better solutions...
Table for concrete covering
This table for concrete covering is
extracted from Tables 3 + 4 in DIN
1045-1, 6.3
The recommendations for external
balconies are:
in-situ concrete balconies, prefabricated
balconies and filigree
slabs with in-situ concrete covering
and permanent sealing on
the top surface:
- concrete class C 25/30
- exposition class XC4 with c v 30
in-situ concrete balconies, prefabricated
balconies and filigree
slabs with in-situ concrete covering
without permanent sealing:
- concrete class C 25/30
- exposition class XC4 with c v 35
For constructions in accordance with DIN 1045-1 the most binding requirement is the issue of concrete covering (exposition
class).
The following concrete coverings (c v ) are frequently encountered:
c v = 30mm
c v = 35mm
c v = 40mm
c v = 50mm (second layer for c v = 30mm and c v = 35mm)
Example: IP 12/10 c v 30 h = 180 mm
Always include the element height!
ISOPRO ® - insulation at its highest level
9

10
ISOPRO ®
Dimensioning program ISOPRO ® DESIGN
ISOPRO ® DESIGN dimensioning program
With ISOPRO ® DESIGN we are passing on our many years of experience in the dimensioning of our ISOPRO ® thermal
insulation elements for the most popular balcony systems.
You can select from the popular balcony systems, e.g. cantilever balcony, supported balcony, loggia, internal corner balcony
and external corner balcony, or using free inputs of known dimensional values work out the loading. After inputting
the geometrical data and the effective loads, the relevant ISOPRO ® elements can be selected.
The classification and the geometrical circumstances
of the ISOPRO ® elements can
be checked for feasibility in section and
plan view and, if required, printed out as a
formwork drawing or exported as a dxf file
for further processing.
Features
all popular balcony systems can be selected
installation languages German, English
and Polish
Dimensioning in accordance with German,
Swiss or Polish standards (DIN,
SIA, Eurocode)
Dimensioning using FEM module
Report output with verification
CAD export
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ISOPRO ® DESIGN on CD or as free download at:
Tel.: +49 (0) 77 42 / 92 15-20
Fax: +49 (0) 77 42 / 92 15-90
eMail: info@h-bau.de
Internet: www.h-bau.com

IP / IPT 1st position
ISOPRO ® Type IP / IPT
Examples
IP / IPT 2nd position
IP / IPT
IP / IPT
IP / IPT
IP / IPT
IP / IPT IP / IPT
IP / IPT IP / IP IPT / IPT IP / IPT
Freely-projecting balcony
Side-separated internal corner balcony Internal corner balcony
Internal corner balcony/loggia overlying on 3 sides,
partially projecting
IPT Corner IP / IPT
IP / IPT
2nd position
for better solutions...
IP / IPT
IP / IPT
IP / IPT
IP / IPT
IP / IPT
IP / IPT
IP / IPT
IP / IPT
IP / IPT
IP / IPT
IP / IPT 1st position
1st position
IP / IPT IP / IP IPT/ IPT IP / IPT 1st positionIP
/ IPT
IP / IPT IP / IPT
IP / IPT
1st position
1st position
IP / IPT 2nd position
IP / IPT 2nd position
IP / IPT 1st position
IP / IPT 1st position
IP / IPT 1st position
IP / IPT 2nd position
IP / IPT 2nd position
IP / IPT 2nd position
IP / IPT 2nd position
IP / IPT 1st position
IP / IPT 2nd position
IP / IPT 2nd position
IP / IPT
IP / IPT
IPT Corner
IPT Corner
IP / IPT IPT Corner
IP / IPT IPT Corner IP / IPT IPT Corner
IPT Corner IP / IPT
IP / IPT
2nd position
External corner balcony
IP / IPT
11
ISOPRO ® - insulation at its highest level
IPT Corner IP / IPT
IP / IPT
2nd position
IPT Corner IP / IPT
IP / IPT
2nd position
IPT Corner IP / IPT
IP / IPT
2nd position

12
ISOPRO ® Type IP
Construction and dimensions
Section IP
160 - 250
Section IP - X
160 - 250
balcony side
balcony side
Configuration of the elements
1000
Dimensions type IP [length in mm]
L ZB
L ZB
Top view
L Q
L Q
80
80
80
Type Length of element [mm] Tension rods Shear force rods Compression support
L Q
L ZD
L ZD
slab side
slab side
IP 10 1000 7 Ø 6 4 Ø 6 4
IP 20 1000 7 Ø 8 4 Ø 6 4
IP 25 1000 8 Ø 8 4 Ø 8 4
IP 30 1000 4 Ø 8 + 4 Ø 10 4 Ø 8 6
IP 40 1000 8 Ø 10 4 Ø 8 6
IP 50 1000 10 Ø 10 4 Ø 8 8
Type
Tension rods
LZB LZD Shear force rods
LQ LQ8 Supplemental shear force
LQ10 LQ12 IP 10 370 430 250 615 - -
IP 20 480 560 250 615 - -
IP 25 480 560 280 615 615 745
IP 30 590 690 280 615 615 745
IP 40 590 690 280 615 615 745
IP 50 590 690 280 615 615 745
Expansion joint spacings for ISOPRO ® type IP can be found on page 26.
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Element classification
see type test IP
Type test
Prüf-Nr. 06/2
Approval
Ap-No. Z-15.7-244

ISOPRO ® Type IPT
Construction and dimensions
Section IPT
160 - 250
160 - 250
1000
L ZB
L ZB
L Q
L Q
L D
L D
80
balcony side slab side
Section IPT - X
Configuration of the elements
80
80
balcony side slab side
Dimensions type IPT [length in mm]
Top view
Type Length of element [mm] Tension rods Shear force rods Compression rods
Tension rods Shear force rods Compr. rods Supplemental shear force
Type
LZB LZD LQ LD LQ8 LQ10 LQ12 IPT 55 710 810 210 165 400 400 490
IPT 60 590 690 210 165 400 400 490
IPT 70 710 810 210 165 400 400 490
IPT 80 710 810 210 165 400 400 490
IPT 100 710 830 210 200 400 400 490
80
IPT 55 500 + 500 6 Ø 10 + 4 Ø12 4 Ø 8 6x2 Ø 10 + 4x2 Ø 12
IPT 60 500 + 500 10 Ø 12 4 Ø 8 10x2 Ø 12
IPT 70 500 + 500 10 Ø 12 4 Ø 8 7x2 Ø 14 + 3x2 Ø 12
IPT 80 500 + 500 10 Ø 12 4 Ø 8 10x2 Ø 14
IPT 100 500 + 500 10 Ø 14 4 Ø 8 10x2 Ø 14
Expansion joint spacings for ISOPRO ® type IPT can be found on page 26.
L D
L D
L Q
L ZD
L ZD
for better solutions...
Element classification
see type test IP
Type test
Prüf-Nr. 08/5
Approval
Ap-No. Z-15.7-243
IP / IPT
13
ISOPRO ® - insulation at its highest level

14
ISOPRO ®
Dimensioning table for concrete ≥ C20/25
Element height [mm]
dependent on c v [mm]
Dimensional values of the absorbable moments m Rd [kNm/m]
30 35 40 45 50 IP 10 IP 20 IP 25 IP 30 IP 40
- - - - 160 7.0 12.2 13.8 17.7 20.4
- - - 160 - 7.4 13.0 14.6 18.8 21.7
- - 160 - 170 7.8 13.8 15.5 19.9 23.0
- 160 - 170 - 8.3 14.5 16.3 21.1 24.3
160 - 170 - 180 8.7 15.3 17.2 22.2 25.5
- 170 - 180 - 9.1 16.1 18.1 23.3 26.8
170 - 180 - 190 9.6 16.8 18.9 24.4 28.1
- 180 - 190 - 10.0 17.6 19.8 25.5 29.4
180 - 190 - 200 10.4 18.4 20.6 26.7 30.7
- 190 - 200 - 10.8 19.1 21.5 27.8 32.0
190 - 200 - 210 11.3 19.9 22.4 28.9 33.3
- 200 - 210 - 11.7 20.7 23.2 30.0 34.6
200 - 210 - 220 12.1 21.4 24.1 31.1 35.9
- 210 - 220 - 12.6 22.2 24.9 32.3 37.2
210 - 220 - 230 13.0 22.9 25.8 33.4 38.4
- 220 - 230 - 13.4 23.7 26.7 34.5 39.7
220 - 230 - 240 13.9 24.5 27.5 35.6 41.0
- 230 - 240 - 14.3 25.2 28.4 36.7 42.3
230 - 240 - 250 14.7 26.0 29.2 37.9 43.6
- 240 - 250 - 15.1 26.8 30.1 39.0 44.9
240 - 250 - - 15.6 27.5 31.0 40.1 46.2
- 250 - - - 16.0 28.3 31.8 41.2 47.5
250 - - - - 16.4 29.1 32.7 42.3 48.8
Dimensional values of the absorbable shear forces v Rd [kN/m]
h = 160 - 250 [mm] 27.5 41.5
Types with supplemented shear force load bearing capacity
Type IP 10 Q... IP 20 Q... IP 25 Q... IP 30 Q... IP 40 Q...
Dimensional values of the absorbable shear forces v Rd [kN/m]
Q8 (2Ø8/2Ø10) h ≥ 170mm 61.8* 79.2
Q10 (4Ø10) h ≥ 170mm 96.6
Q12 (4Ø12) h ≥ 180mm 139.1
* (4 Ø8) h ≥ 160mm
Types with positive and negative shear force absorption
Dimensional values of the absorbable shear forces v Rd [kN/m]
Type IP 10 IP 20 IP 25 IP 30 IP 40
Q8X (4Ø8/2Ø10) + 61.8 / - 48.8
Q10X (4Ø10/2Ø12) + 96.6 / - 69.6
Q12X (4Ø12/2Ø12) + 139.1 / - 69.6
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ISOPRO ®
Dimensioning table for concrete ≥ C20/25
Dimensional values of the absorbable moments m Rd [kNm/m]
IP 50 IPT 55 IPT 60 IPT 70 IPT 80 IPT 100
27.0 28.3 31.9 35.2 36.8 43.9
28.7 30.1 33.9 37.5 39.1 46.8
30.4 31.9 36.0 39.7 41.5 49.7
32.1 33.7 38.0 42.0 43.9 52.6
33.8 35.6 40.1 44.3 46.3 55.5
35.5 37.4 42.1 46.6 48.6 58.4
37.2 39.2 44.2 48.9 51.0 61.3
38.9 41.0 46.2 51.1 53.4 64.2
40.6 42.8 48.2 53.4 55.8 67.1
42.3 44.6 50.3 55.7 58.2 69.9
44.1 46.4 52.3 58.0 60.6 72.8
45.8 48.2 54.4 60.3 62.9 75.7
47.5 50.1 56.4 62.5 65.3 78.6
49.2 51.9 58.5 64.8 67.7 81.5
50.9 53.7 60.5 67.1 70.1 84.4
52.6 55.5 62.5 69.4 72.5 87.3
54.3 57.3 64.6 71.7 74.9 90.2
56.0 59.1 66.6 74.0 77.3 93.1
57.7 60.9 68.7 76.2 79.6 96.0
59.4 62.8 70.7 78.5 82.0 98.8
61.1 64.6 72.8 80.8 84.4 101.7
62.8 66.4 74.8 83.1 86.8 104.6
64.5 68.2 76.9 85.4 89.2 107.5
Dimensional values of the absorbable shear forces v Rd [kN/m]
41.5
IP 50 Q... IPT 55 Q... IPT 60 Q... IPT 70 Q... IPT 80 Q... IPT 100 Q...
Dimensional values of the absorbable shear forces v Rd [kN/m]
79.2
96.6
139.1
Dimensional values of the absorbable shear forces v Rd [kN/m]
IP 50 IPT 55 IPT 60 IPT 70 IPT 80 IPT 100
+ 61.8 / - 48.8
+ 96.6 / - 69.6
+ 139.1 / - 69.6
for better solutions...
IP / IPT
15
ISOPRO ® - insulation at its highest level

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

�
balcony wall
ISOPRO ®
Special types Valid for type series � IP and IPT (analogously)
�
balcony wall
Connection to a floor slab with a step-up offset
balcony
≥ 220
�
balcony
�
Dimensioning of the stirrup reinforcement for cantilever
�
moment and shear force for the balcony slab.
The ISOPRO® tension rods correspond to the required
overlap length ls in accordance with DIN 1045-1.
balcony
On-site connection reinforcement see pages 18-21.
Connection to a floor slab with step-down offset �
�
balcony
≥ 220
�
�
�
≥ 220
�
≥ 220
�
slab
slab
Dimensioning of the stirrup reinforcement for cantilever
moment and shear force for the balcony slab.
The ISOPRO® tension rods correspond to the required
overlap length ls in accordance with DIN 1045-1.
On-site connection reinforcement see pages 18-21.
�
Var. III HV
slab
slab
�
�
�
Var. III UV
For further solutions please contact our applications engineering department.
Tel.: +49 (0) 77 42 / 92 15-70
Fax: +49 (0) 77 42 / 92 15-96
�
�
� upper reinforcement of steel bars or mesh
�
� closed stirrup
� reinforcement
� lower reinforcement of steel bars or mesh
� closed stirrup
The required shear reinforcement in the overlap area
must be proved in accordance with DIN 1045-1.
� angled reinforcement
Recommended minimum beam width: at least 220 mm
closed stirrup
closed stirrup
� insert sti
� upper reinforcement of steel bars or mesh
�
� insert stirrup
� lower reinforcement of steel bars or mesh
� upper reinforcement of steel bars or mesh
� angled reinforcement
� insert stirrup
� lower reinforcement of steel bars or mesh
� upper reinforcement of steel bars or mesh
� insert stirrup
for better solutions...
� reinforcement
� lower reinforcement of steel bars or mesh
The required shear reinforcement in the overlap area
must be proved in accordance with DIN 1045-1.
Constructive angled reinforcement item 3.
Recommended minimum beam width: at least 220 mm
�
IP / IPT
17
ISOPRO ® - insulation at its highest level

alcony slab
ny slab
�
balcony slab
ISOPRO ® ny Type IP slab
balcony slab
� �
ny slab
�
balcony slab
� �
balcony slab
A
�
� �
�
� �
concrete ≥ 25/30 concrete ≥ 20/25
ny slab
18
ISOPRO ® Type IP
On-site reinforcement and installation instructions
�
A
ISOPRO ® type IP with on-site mesh support
The mesh support replaces the suspension reinforcement.
It should be installed at a distance of ≤ 100 mm from the
insulation and raised up until it is immediately below the
tension reinforcement. The diameter of the diagonals must
be at least 5 mm. The transverse force rod can be positioned
above or below the mesh support.
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ISOPRO ® Type IP
ny slab
�
A
�
te ≥ 25/30 concrete ≥ 20/25
A
�
�
�
�
�
Section A - A
Section A - integral A suspension reinforcement
integral suspension � reinforcement
�
�
�
ISOPRO tension rods
� insert edging according to DIN
� � lower reinforcement
� ISOPRO transverse force rods ISOPRO compression support � distribution rods Ø 8
� lower reinforcement
ISOPRO transverse force rods
Installation instructions
Lay the lower reinforcement � for the floor and balcony
slab.
Install ISOPRO ® IP and align. The direction of alignment
(arrow symbol on top of element) must be followed.
Insert the balcony-side edging � in accordance with
DIN 1045-1 and connect to the ISOPRO ® tension rods.
The ISOPRO ® tension rods and the support reinforcement
are at the same level. If required. the binder on
the tension rod level can be cut through.
Lay the distribution rods. one Ø 8 top and bottom item
�.
In the case of indirect support, lay the floor-side edging
� according to DIN 1045-1 and distribution rods �
Ø 8.
Insert the upper slab reinforcement � and bind together
with the ISOPRO ® tension rods. The ISOPRO ®
tension rods and the support reinforcement are at the
same level.
It is necessary when concreting to fill and pack uniformly
on both sides in order to prevent movement of
the ISOPRO ® elements
balcony
Mesh support
ISOPRO tension rods
ISOPRO compression support
100
� upper reinforcement
� upper reinforcement
� insert edging according to DIN
� distribution rods Ø 8
slab

ISOPRO ® Type IP
On-site connection reinforcement
On-site connection reinforcement for ISOPRO ® type IP
Type
as,erf *
[cm²/m]
for better solutions...
Recommendation for on-site connection reinforcement
Concrete reinforcing steel
rod BSt 500 S
Concrete steel mesh
BSt 500 M
ISOPRO ® elements are supplied as standard from the factory with the required balcony-side suspension reinforcement.
On the end-face side of the slabs to be connected, distribution rods of at least 2 Ø 8 are to be arranged on-site.
In the case of indirect support of the elements it should be noted:
A suspension reinforcement is required on the floor side that is dimensioned for V Rd . Distribution rods of at least 2 Ø 8
are to be arranged on the end-face side of the slabs.
The required steel cross-section for the suspension reinforcement per metre can be taken from the table:
Concrete steel mesh
+ reinforcing steel rod
IP 10 1.98 Ø 8 / 200 Q257A / R257A -
IP 20 3.52 Ø 10 / 170 Q424A / R424A Q188A + Ø 6/150
IP 25 4.02 Ø 10 / 150 Q424A / R424A Q257A + Ø 6/150
IP 30 5.15 Ø 10 / 110 Q524A / R524A Q188A + Ø 8/150
IP 40 6.28 Ø 10 / 100 Q636A Q335A + Ø 8/150
IP 50 7.85 Ø 12 / 100 - Q 524A + Ø 8/150
* The required connection reinforcement A s,erf applies to fully-loaded ISOPRO ® elements. For lower loading, these can
be reduced correspondingly.
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 .
Suspension reinforcement for ISOPRO ® type IP
Type Standard Q8 Q10 Q12
IP 10 Q...
IP 20 Q...
IP 25 Q...
IP 30 Q...
IP 40 Q...
IP 50 Q...
a s,erf [cm²/m] 0.63 1.42 2.22 3.20
selected 4 Ø 6 4 Ø 8 4 Ø 10 4 Ø 12
a s,erf [cm²/m] 0.63 1.42 2.22 3.20
selected 4 Ø 6 4 Ø 8 4 Ø 10 4 Ø 12
a s,erf [cm²/m] 0.95 1.82 2.22 3.20
selected 4 Ø 6 4 Ø 8 4 Ø 10 4 Ø 12
a s,erf [cm²/m] 0.95 1.82 2.22 3.20
selected 4 Ø 6 4 Ø 8 4 Ø 10 4 Ø 12
a s,erf [cm²/m] 0.95 1.82 2.22 3.20
selected 4 Ø 6 4 Ø 8 4 Ø 10 4 Ø 12
a s,erf [cm²/m] 0.95 1.82 2.22 3.20
selected 4 Ø 6 4 Ø 8 4 Ø 10 4 Ø 12
IP / IPT
19
ISOPRO ® - insulation at its highest level

20
ISOPRO ® Type IPT
On-site reinforcement and installation instructions
balcony slab
ny slab
�
balcony slab
ISOPRO ® ny Type IPTslab
balcony slab
� �
ny slab
�
�
balcony slab
� �
balcony slab
A
�
� �
�
� �
concrete ≥ 25/30 concrete ≥ 20/25
ny slab
A
www.h-bau.com
ISOPRO ® Type IPT
ny slab
�
A
�
te ≥ 25/30 concrete ≥ 20/25
A
�
�
�
�
�
Section A - A
Section A - integral A suspension reinforcement
integral suspension � reinforcement
�
�
�
� upper reinforcement
ISOPRO tension rods � upper reinforcement
ISOPRO tension rods
� insert edging according to DIN
� � lower reinforcement
� ISOPRO transverse force rods ISOPRO compression support � distribution rods Ø 8
� lower reinforcement
ISOPRO transverse force rods
ISOPRO compression support
Installation instructions
� insert edging according to DIN
� distribution rods Ø 8
Lay the lower reinforcement � for the floor and balcony
slab.
Install ISOPRO ® IPT and align. The direction of alignment
(arrow symbol on top of element) must be followed.
Insert the balcony-side edging � in accordance with
DIN 1045-1 and connect to the ISOPRO ® tension rods.
The ISOPRO ® tension rods and the support reinforcement
are at the same level. If required, the binder on
the tension rod level can be cut through.
Lay the distribution rods, one Ø 8 top and bottom item
�.
In the case of indirect support, lay the floor-side edging
� according to DIN 1045-1 and distribution rods �
Ø 8.
Insert the upper slab reinforcement � and bind together
with the ISOPRO ® tension rods. The ISOPRO ®
tension rods and the support reinforcement are at the
same level.
It is necessary when concreting to fill and pack uniformly
on both sides in order to prevent movement of
the ISOPRO ® elements

ISOPRO ® Type IPT
On-site connection reinforcement
On-site connection reinforcement for ISOPRO ® type IPT
Type
as,erf *
[cm²/m]
for better solutions...
Recommendation for on-site connection reinforcement
Concrete reinforcing steel rod
BSt 500 S
Concrete steel mesh
+ reinforcing steel rod
IPT 55 8.34 Ø 12 / 125 Q335A + Ø 10 / 150
IPT 60 9.40 Ø 12 / 100 Q335A + Ø 10 / 125
IPT 70 10.50 Ø 12 / 100 Q335A + Ø 12 / 150
IPT 80 11.00 Ø 12 / 100 Q335A + Ø 12 / 125
IPT 100 13.16 Ø 14 / 100 Q524A + Ø 12 / 125
* The required connection reinforcement A s,erf applies to fully-loaded ISOPRO ® elements. For lower loading, these can
be reduced correspondingly.
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 .
Suspension reinforcement for ISOPRO ® type IPT
ISOPRO ® elements are supplied as standard from the factory with the required balcony-side suspension reinforcement.
On the end-face side of the slabs to be connected, distribution rods of at least 2 Ø 8 are to be arranged on-site.
In the case of indirect support of the elements it should be noted:
A suspension reinforcement is required on the floor side that is dimensioned for V Rd . Distribution rods of at least 2 Ø 8
are to be arranged on the end-face side of the slabs.
The required steel cross-section for the suspension reinforcement per metre can be taken from the table:
Type Standard Q8 Q10 Q12
IPT 55 Q...
IPT 60 Q...
IPT 70 Q...
IPT 80 Q...
IPT 100 Q...
a s,erf [cm²/m] 0.95 1.42 2.22 3.20
selected 4 Ø 6 4 Ø 8 4 Ø 10 4 Ø 12
a s,erf [cm²/m] 0.95 1.42 2.22 3.20
selected 4 Ø 6 4 Ø 8 4 Ø 10 4 Ø 12
a s,erf [cm²/m] 0.95 1.42 2.22 3.20
selected 4 Ø 6 4 Ø 8 4 Ø 10 4 Ø 12
a s,erf [cm²/m] 0.95 1.82 2.22 3.20
selected 4 Ø 6 4 Ø 8 4 Ø 10 4 Ø 12
a s,erf [cm²/m] 0.95 1.82 2.22 3.20
selected 4 Ø 6 4 Ø 8 4 Ø 10 4 Ø 12
IP / IPT
21
ISOPRO ® - insulation at its highest level

22
ISOPRO ® Type IP & IPT
Two-part elements installation instructions
In type IP pre-cast units In type IPT pre-cast units
≤100
≥ 100
�
�
�
≤100
�
On-site type IP On-site type IPT
≥ 100
�
�
www.h-bau.com
�
�
≤100
�
≥ 180* *IPT 100 ≥ 215
�
�
≤100
�
≥ 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.

ISOPRO ® Type IP & IPT
Two-part elements
Construction
Type IP Type IPT
upper section
middle section
lower section
for better solutions...
upper section
middle section
lower section
balcony slab balcony
slab
General notes
All ISOPRO ® elements of types IP and IPT can be supplied as two-part elements
The permitted section sizes can be found in the tables on pages
14 and 15 of this technical information.
Intermediate sections can be supplied for height offset compensation
in 20 and 40 mm thicknesses.
Type IP: If the mesh supports are placed with a spacing of
≤ 100 mm from the insulation joint, no additional suspension
reinforcement is required. Instead a suspension reinforcement
dimensioned for VRd should be located along the insulation
joints.
For information regarding the required formwork height offset
and the maximum spacing of expansion joints, refer to pages
24-26.
The adhesive labels (type designation) for the upper and lower
sections must be identical. Follow the instructions for the balcony
side and the floor side.
The following elements also have an additional
colour coding:
ISOPRO ® type Colour code
IP 20 green
IP 30 blue
IP 40 yellow
IP 50 white
The continuity of the colour coding through
the elements ensures correct matching every
time, even for short sections.
IP / IPT
23
ISOPRO ® - insulation at its highest level

24
ISOPRO ® Type IP & IPT
Deflection and camber
Freely cantilevered slabs made from
concrete experience a sinking of the
edge when they are stripped. This displacement
is a combination of a deformation
of the balcony insulation
element used and a bending of the
slab itself.
Cambering the balcony slab
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These two deformations are superimposed
and offset by cambering the
formwork.
From the calculation shown below the
required formwork camber on the
cantilever arm end is derived resulting
from the ISOPRO ® elements at
100% loading.
Element heigh h [mm] IP 10
Concrete covering c v
30 35 40 45 50
IP 20
IP 25
IP 30
IP 40
IP 50
To obtain the total camber, the slab
deformation according to DIN 1045-
1 is added. For the total camber to be
specified by the structural designer in
the construction drawings the direction
of the scheduled water run-off
must be considered when making the
camber.
IPT 55
IPT 60
IPT 70
IPT 80
IPT 100
160 0.51 0.59 0.92 1.06
160 0.48 0.56 0.87 1.00
160 170 0.45 0.53 0.82 0.94
160 170 0.43 0.50 0.77 0.89
160 170 180 0.41 0.47 0.73 0.84
170 180 0.39 0.45 0.70 0.80
170 180 190 0.37 0.43 0.67 0.79
180 190 0.35 0.41 0.64 0.73
180 190 200 0.34 0.39 0.61 0.69
190 200 0.33 0.38 0.59 0.67
190 200 210 0.31 0.36 0.56 0.64
200 210 0.30 0.35 0.54 0.62
200 210 220 0.29 0.34 0.52 0.59
210 220 0.28 0.33 0.50 0.57
210 220 230 0.27 0.31 0.49 0.55
220 230 0.26 0.30 0.47 0.53
220 230 240 0.26 0.29 0.46 0.52
230 240 0.25 0.29 0.44 0.50
230 240 250 0.24 0.28 0.43 0.49
240 250 0.23 0.27 0.42 0.47
240 250 0.23 0.26 0.40 0.46
250 0.22 0.25 0.39 0.45
250 0.21 0.25 0.38 0.43

ISOPRO ® Type IP & IPT
Deflection and camber
Determination of the balcony slab camber
ü [mm] = value in the table · (m Ed /m Rd ) · l k [m] · 10
m Ed
mRd lk for better solutions...
Bending moment for determining the camber resulting from the ISOPRO ® element.
The decisive load combination is decided by the designer.
Design moment of the ISOPRO ® element in accordance with the dimensioning tables on pages 14 and 15.
Cantilever length in [m]
Example:
Cantilever length: l k = 1.80 m
Slab thickness: h = 180 mm
Dead weight (slab and covering): g = 6.0 kN/m 2
Edge load (parapet): F = 1.5 kN/m
Traffic loading: q = 4.0 kN/m 2
Concrete cover: c v = 30 mm
Dimensioning:
m Ed = (g + q) x l k 2 / 2 + F x lk = (6.0 · 1.35 + 4.0 · 1.5) · 1.8 2 / 2 + 1.5 · 1.8 · 1.35 = 26.5 kNm/m
v Ed = (g + q) x l k + F = (6.0 · 1.35 + 4.0 · 1.5) · 1.8 + 1.5 · 1.35 = 27.4 kN/m
Selected: ISOPRO ® IP 30 c v 30 h = 180 mm m Rd = 26.7 kNm/m v Rd = 41.5 kN/m
Selected load combination in the determination of the camber resulting from the ISOPRO ® element:
m Ed = (g + q/3) · l k 2 /2 + F · lk= (6.0 · 1.35 + 4.0/3 · 1.5) · 1.8 2 / 2 + 1.5 · 1.8 · 1.35 = 20.0 kNm/m
ü = 0.39 · (20.0 / 26.5) · 1.80 · 10 = 5.3 mm
This camber results from the deformation of the ISOPRO ® elements at 100% loading and is to be superimposed by
the slab deformation in accordance with DIN 1045-1.
IP / IPT
25
ISOPRO ® - insulation at its highest level

spacing e
26
ISOPRO ® Type IP & IPT
Expansion joint spacing
Expansion joint spacing ISOPRO ®
The external concrete components must have expansion joints at right angles to the insulation layer in order to limit the
stress caused by changes in temperature. The spacing of the joints e is given in the following table:
expansion joint spacing e
balcony
Expansion joint spacing for ISOPRO ® type IP and IPT
Rod diameter [mm] ≤ 10 12 14 16 20
Joint spacing e [m] 13.00 11.30 10.10 9.20 8.00
For corner constructions, the maximum rod leg length is e/2
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expansion joint dowelling
expansion joint e.g. HED-S + plastic sleeves
expansion joint
ISOPRO ISOPRO
expansion joint
expansion joint spacing e
ISOPRO Type IPT Corner
e /2
balcony
e /2
ISOPRO Type IPT Corner
expansion joint
e /2
balcony

ISOPRO ® Type IPT Corner
Construction and dimensions
ISOPRO ® type IPT Corner 20
690 80
690
3 Ø 8
SECTION
690
580
1st layer c v 30
2nd layer c v 50
5 Ø 10
1st layer
80
80
balcony side
2nd layer
slab balcony
On-site reinforcement IPT Corner 20
IPT Corner 20 1st layer
� 5 Ø 10
� 5 Ø 10
slab
� 5 Ø 10
IPT Corner 20 2nd layer
580
1st + 2nd layer c v 30
3 Ø 8
690
� 5 Ø 10
balcony
5 Ø 10
� 5 Ø 10
� 5 Ø 10
Notes:
for better solutions...
Corner element comprises 2 elements
1st and 2nd layer
Element height h ≥ 180 mm
810
CORNER
IPT
3 Ø 10
1s
Special elements h = 160 mm 700
possible
8 Ø 12 Spacing between the floor-side
filigree slabs and the insulation
body ≥ 100 mm
4
80
810
SECTION
slab
On-site connection reinforcement
A s,erf = 3.92 cm²
recommended structural components
catalogue:
� Connection reinforcement
1st layer 5 Ø 10 / 100
l = balcony cantilever length -
70 mm
� Connection reinforcement
2nd layer 5 Ø 10 / 100
l = balcony cantilever length -
70 mm
� Supplementary reinforcement
5 Ø 10 / 100
l = 2 x balcony cantilever
length
� Supplementary reinforcement
5 Ø 10 / 100
l = 2 x balcony cantilever
length
810 80
1st layer c v 30
2nd layer c v 50
IPT Corner 30 1st layer
slab
� 6 Ø 12 � 6 Ø 12
� 6 Ø 12
27
ISOPRO ® - insulation at its highest level
7 Ø
80

5 Ø 10
ny
28
ISOPRO ® Type IPT Corner
Construction and dimensions
ISOPRO ® type IPT Corner 30
810
80
810
3 Ø 10
SECTION
www.h-bau.com
700
balcony side
810 80
810
1st layer c v 30
2nd layer c v 50
7 Ø 12
1st layer
8 Ø 12 4 Ø 14
80
slab balcony
On-site reinforcement IPT Corner 30
IPT Corner 30 1st layer
� 6 Ø 12
� 6 Ø 12
slab
� 6 Ø 12
IPT Corner 30 2nd layer
8 Ø 12 4 Ø 14
700
1st layer c v 40
2nd layer c v 20
2nd layer
3 Ø 10
7 Ø 12
� 6 Ø 12
balcony
� 6 Ø 12
� 6 Ø 12
830
80
830
Notes:
Corner element comprises 2 elements
1st and 2nd layer
Element height h ≥ 180 mm
SECTION
slab
4 Ø 10
Special elements h = 160 mm
700
possible
Spacing between the floor-side
filigree slabs and the insulation
body ≥ 100 mm
830 80
1st layer c v 30
2nd layer c v 50
6 Ø 14
1st layer
6 Ø 14 6 Ø 14
On-site connection reinforcement
A s,erf = 6.41 cm²
recommended structural components
catalogue:
� Connection reinforcement
1st layer 6 Ø 12 / 100
l = balcony cantilever length -
70 mm
� Connection reinforcement
2nd layer 6 Ø 12 / 100
l = balcony cantilever length -
70 mm
� Supplementary reinforcement
6 Ø 12 / 100
l = 2 x balcony cantilever
length
� Supplementary reinforcement
6 Ø 12 / 100
l = 2 x balcony cantilever
length
80
balcony sid
6 Ø 14 6 Ø 14
700
1st layer c v 40
2nd layer c v 20
IPT Corner 50 1st layer
slab
� 6 Ø 14 � 6 Ø 14
� 6 Ø 14

7 Ø 12
balcony
ISOPRO ® Type IPT Corner
Construction and dimensions
ISOPRO ® type IPT Corner 50
830
80
830
4 Ø 10
SECTION
700
balcony side
830 80
830
1st layer c v 30
2nd layer c v 50
6 Ø 14
1st layer
6 Ø 14 6 Ø 14
80
slab balcony
On-site reinforcement IPT Corner 50
IPT Corner 50 1st layer
� 6 Ø 14
� 6 Ø 14
slab
� 6 Ø 14
IPT Corner 50 2nd layer
6 Ø 14 6 Ø 14
700
1st layer c v 40
2nd layer c v 20
2nd layer
4 Ø 10
6 Ø 14
� 6 Ø 14
balcony
� 6 Ø 14
� 6 Ø 14
Notes:
for better solutions...
Corner element comprises 2 elements
1st and 2nd layer
Element height h ≥ 180 mm
Special elements h = 160 mm
possible
Spacing between the floor-side
filigree slabs and the insulation
body ≥ 100 mm IPT CORNER
On-site connection reinforcement
A s,erf = 7.27 cm²
recommended structural components
catalogue:
� Connection reinforcement
1st layer 6 Ø 14 / 100
l = balcony cantilever length -
70 mm
� Connection reinforcement
2nd layer 6 Ø 14 / 100
l = balcony cantilever length -
70 mm
� Supplementary reinforcement
6 Ø 14 / 100
l = 2 x balcony cantilever
length
� Supplementary reinforcement
6 Ø 14 / 100
l = 2 x balcony cantilever
length
29
ISOPRO ® - insulation at its highest level

30
ISOPRO ® Type IPT Corner
Dimensioning table
Dimensioning table for concrete ≥ C20/25
Element height [mm]
dependent on c v [mm]
www.h-bau.com
Dimensional values for the absorbable moments M Rd [kN]
30 35 IPT Eck 20 IPT Eck 30 IPT Eck 50
- 180 19.5 25.9 28.8
180 - 20.3 27.3 30.4
- 190 21.2 28.7 32.0
190 - 22.0 30.1 33.5
- 200 22.9 31.5 35.1
200 - 23.7 32.9 36.7
- 210 24.6 34.3 38.3
210 - 25.4 35.7 39.9
- 220 26.3 37.1 41.5
220 - 27.1 38.5 43.0
- 230 28.0 39.9 44.6
230 - 28.8 41.3 46.2
- 240 29.7 42.7 47.8
240 - 30.6 44.1 49.4
- 250 31.4 45.5 50.9
250 - 32.3 46.9 52.5
Dimensional values for the absorbable shear forces V Rd [kN]
h = 180 - 190 [mm]
72.6 96.8
46.5
h = 200 - 250 [mm] 104.6 118.1
Dimensioning table for concrete ≥ C25/30
Element height [mm]
dependent on c v [mm]
Dimensional values for the absorbable moments M Rd [kN]
30 35 IPT Eck 20 IPT Eck 30 IPT Eck 50
- 180 19.5 29.4 33.2
180 - 20.3 31.0 35.0
- 190 21.2 32.6 36.8
190 - 22.0 34.2 38.7
- 200 22.9 35.8 40.5
200 - 23.7 37.4 42.3
- 210 24.6 38.9 44.1
210 - 25.4 40.5 46.0
- 220 26.3 42.1 47.8
220 - 27.1 43.7 49.6
- 230 28.0 45.3 51.4
230 - 28.8 46.8 53.2
- 240 29.7 48.4 55.1
240 - 30.6 50.0 56.9
- 250 31.4 51.6 58.7
250 - 32.3 53.2 60.5
Dimensional values for the absorbable shear forces V Rd [kN]
h = 180 - 190 [mm]
72.6 96.8
46.5
h = 200 - 250 [mm] 104.6 118.1

ISOPRO ® Type IPH
Technical data
Notes
for better solutions...
The ISOPRO ® elements type IPH for absorption of horizontal forces must only be used together with ISOPRO ® cantilever
slabs or shear-force connections.
The number of IPH elements to be configured is taken from the data provided by the structural designer. See page 26
for the configuration of expansion joints.
When using ISOPRO ® IPH elements note that the force absorption of the line connection is reduced by the percentage
length ratio of the IPH elements to the total connection length.
Plan view Section
100
100
100
100
100
100
100
100
100
balcony balcony
slab
balcony slab
balcony slab
balcony slab
IPH 1 for absorption of horizontal forces parallel to the expansion joint.
balcony balcony
slab
balcony slab
balcony slab
balcony slab
IPH 2 for absorption of horizontal forces at right-angles to the expansion joint.
balcony balcony
slab
balcony slab
balcony slab
balcony slab
Dimensioning table, type IPH for concrete ≥ C20/25
c v - independent
balcony balcony
balcony
balcony
balcony
220
220
220
220
220
220
220
220
Reinforcement Element length
HRd [kN]
Shear force Horizontal
[mm]
Vertical Horizontal
IPH 1 2 x 1 Ø 8 - 100 ± 7.4 kN -
IPH 2 - 1 Ø 10 100 - ± 18.1 kN
IPH 3 2 x 1 Ø 8 1 Ø 10 100 ± 7.4 kN ± 18.1 kN
80
80
80
80
250
80
250 80
250 80
250 80
250
80
250 80
250 80
250 80
IPH 3 for absorption of horizontal forces parallel and at right-angles to the expansion joint.
250
250
250
250
250
250
250
250
slab
slab
slab
slab
balcony balcony
slab
balcony slab
balcony slab
balcony slab
balcony balcony
slab
balcony slab
balcony slab
balcony slab
On-site reinforcement
The installation of the ISOPRO ® IPH elements takes place analogously to the installation of the ISOPRO ® cantilever slabs
or shear-force connections.
The number and position of the elements is taken from the statics data. The elements are to be fixed in their positions.
IPH / IPE
31
ISOPRO ® - insulation at its highest level

32
100
ISOPRO ® Type IPE
Technical data
Notes
The ISOPRO ® elements type IPE for absorption of horizontal forces parallel and at right-angles to the insulation level
must only be used together with ISOPRO ® cantilever slabs or shear-force connections. Moments generated for example
from the effects of earthquakes can only be absorbed with the ISOPRO ® type IP/IPT elements.
The number of IPE elements to be configured is taken from the data provided by the structural designer. See page 26
for the configuration of expansion joints.
When using ISOPRO ® HRd ||
MRdy ZRd ⊥
balcony slab
IPE elements note that the force absorption of the line connection is reduced by the percentage
length ratio of the IPE elements to the total connection length.
100
balcony slab
balcony slab
ISOPRO ® type IPE 1
100
100
740 80
740
ZRd ⊥
balcony slab
www.h-bau.com
balcony slab
Construction and dimensions
Z Rd ⊥
550 80
740 80
H Rd ||
H Rd ||
balcony slab
M Rdy
550 80
Z Rd ⊥
balcony slab
M Rdy
H Rd ||
balcony slab
ISOPRO ® type IPE 2
Examples of IPE elements
M Rdy
550
IPQQ IPQQ IPE IPE IPQQ IPQQ IPE IPE IPQQ IPQQ
IP/IPT IP/IPT IPE IPE IP/IPT IP/IPT IPE IPE IP/IPT IP/IPT
740
550

ISOPRO ® Type IPE
Dimensioning table for concrete ≥ C20/25
Dimensioning table type IPE for concrete ≥ C20/25
c v - independent
Shear-force
rods
Horizontal
anchor
Element length
[mm]
H Rd ⏐⏐
[kN]
for better solutions...
IPE 1 2 x 1 Ø 8 2 Ø 8 100 ±15.4 +43.7
IPE 2 2 x 1 Ø 12 2 Ø 12 100 ±34.7 +83.7
Dimensional values for absorbable moments M Rdy [kNm] dependent on ISOPRO ® IP/IPT
Element height [mm]
dependent
on c v [mm]
IP 20
IP 25
IP 30, IP 40
IP 50
IPT 55, IPT 60
IPT 70, IPT 80
Z Rd⊥
[kN]
IPT 100
30* 35* IPE 1 IPE 2 IPE 1 IPE 2 IPE 1 IPE 2 IPE 1 IPE 2
- 160 2.21 2.16 3.60 3.51 3.71 5.18 3.67 6.86
160 - 2.33 2.28 3.80 3.72 3.93 5.49 3.89 7.20
- 170 2.46 2.41 4.01 3.93 4.15 5.80 4.11 7.70
170 - 2.59 2.54 4.22 4.14 4.37 6.11 4.33 8.04
- 180 2.71 2.66 4.43 4.35 4.59 6.43 4.54 8.54
180 - 2.84 2.79 4.64 4.56 4.81 6.74 4.76 8.87
- 190 2.97 2.92 4.85 4.77 5.03 7.05 4.98 9.37
190 - 3.09 3.04 5.06 4.98 5.24 7.36 5.20 9.71
- 200 3.22 3.17 5.27 5.18 5.46 7.67 5.64 10.21
200 - 3.35 3.30 5.48 5.39 5.68 7.99 5.42 10.55
- 210 3.47 3.42 5.69 5.60 5.90 8.30 5.86 11.05
210 - 3.60 3.55 5.90 5.81 6.12 8.61 6.07 11.38
- 220 3.73 3.68 6.10 6.02 6.34 8.92 6.29 11.89
220 - 3.85 3.80 6.31 6.23 6.56 9.23 6.51 12.22
- 230 3.98 3.93 6.52 6.44 6.77 9.55 6.73 12.72
230 - 4.11 4.06 6.73 6.65 6.99 9.86 6.95 13.06
- 240 4.23 4.18 6.94 6.86 7.21 10.17 7.17 13.56
240 - 4.36 4.31 7.15 7.07 7.43 10.48 7.39 13.89
- 250 4.49 4.44 7.36 7.28 7.65 10.79 7.60 14.40
250 - 4.61 4.56 7.57 7.48 7.87 11.11 7.82 14.73
* Concrete cover of the adjacent IP/IPT elements
Note:
For the IPE elements either M Rdy or Z Rd⊥ but not both simultaneously!
Moments can only be absorbed in connection with adjacent ISOPRO ® IP/IPT elements.
IPH / IPE
33
ISOPRO ® - insulation at its highest level

34
ISOPRO ®
Examples of shear force elements
www.h-bau.com
IPQ IPH
IPQ
IPQS IPQS
IPH IPQ IPQ
IPQS
IPQ
propped balcony
propped balcony with selective point connection
tie strip in lower position
IPQ
IPQ
propped internal corner balcony
IPQZ
IPQS
IPQQ IPH IPQQ
propped balcony
IPQQS IPH
IPQQS
propped balcony with selective point connection
IPH IPQQ IPQQ
IPQQ
tie strip in lower position
IPQQ
IPQS
propped internal corner balcony
re-entrant balcony with tie strip 3-sided overlying loggia with tie strip
IPQZ

ISOPRO ® Type IPQ
General
ISOPRO ® elements for pinned slabs
The product
ISOPRO ® elements from the IPQ series
are thermally insulating, supporting
connection elements between
supported concrete structural components
such as balconies and loggias
on props.
Depending on the type they transfer
positive and negative shear forces.
They are available as meter lengths
for linear force absorption or as short
lengths for point transfer.
Features
Type-tested in accordance with
DIN 1045-1
Reduction of thermal bridges according
to DIN 4108-2 and EnEV
Avoids condensation and growth
of mould
Stainless steel construction provides
corrosion protection
Faster and more economical installation
The consistently high quality standard
of ISOPRO® is maintained
by continual in-house and thirdparty
monitoring
for better solutions...
Application area
Type IPQ - for transferring positive
shear forces
Type IPQS – short element for point
transfer of positive shear forces
Type IPQQ – for transfer of positive
and negative shear forces
Type IPQQS – short element for
point transfer of positive and negative
shear forces
Type IPQZ – short element for zerostress
connection of re-entrant balconies
and loggias
IPQ / IPQS
35
ISOPRO ® - insulation at its highest level

Element length L
Element length L
36
balcony
Element length L
ISOPRO ® Type IPQ, IPQS & IPQZ
Construction and dimensions
Plan view type IPQ - transverse rod folded back on floor side
Element length L
balcony
L 80 L LQB 80 L L L QD 80
L QB 80
L QB QD QB QD
QD
balcony
Element length L
Shear-force rods IPQ & IPQS
www.h-bau.com
Plan view type IPQ - transverse rod straight on floor side
Element length L
slab slab balcony balcony slab
slab
Rods Ø 6 → folded on floor side
Rods Ø 8, 10, 12 & 14 → straight on floor side
Section type IPQ - transverse rod folded back on floor side
Element length L
Plan view type IPQS - transverse rod straight on floor side
L 80 L L QB QD QB 80
LQD Element length L
Element length L
slab balcony
slab slab balcony balcony slab slab
Element length L
L 80 L L D D D 80 L
80 L L 80 L L D L QB QD 80
L QD QB QD
QB 80
balcony
Section type IPQZ - transverse rod folded back on floor side
Element length L
Section type IPQ - transverse rod straight on floor side
Section type IPQS - transverse rod straight on floor side
L 80 L L QB QD QB 80
LQD 80
L QB
L QD
slab balcony slab
balcony slab
L 80 L L D D D 80 LD

ISOPRO ® Type IPQ, IPQS & IPQZ
Construction and dimensions
Assignment of the elements type IPQ & IPQS
Type
Element
length
[mm]
Number
for better solutions...
Shear force rod Pressure zone
Length of shear-force rod Rod floor side
L QB [mm] L QD [mm] folded back straight
Number
IPQ 10 1000 4 Ø 6 310 150 � 4 DL
IPQ 20 1000 5 Ø 6 310 150 � 4 DL
IPQ 30 1000 6 Ø 6 310 150 � 4 DL
IPQ 40 1000 8 Ø 6 310 150 � 4 DL
IPQ 50 1000 10 Ø 6 310 150 � 4 DL
IPQ 70 1000 6 Ø 8 420 490 � 4 DL
IPQ 80 1000 8 Ø 8 420 490 � 4 DL
IPQ 90 1000 6 Ø 10 520 615 � 4 DL
IPQ 100 1000 5 Ø 12 630 740 � 4 DL
IPQ 110 1000 6 Ø 12 630 740 � 5 DL
Length
L D [mm]
IPQS 10 300 2 Ø 8 420 495 � 2 Ø 10 150
IPQS 20 400 3 Ø 8 420 495 � 3 Ø 10 150
IPQS 30 500 4 Ø 8 420 495 � 2 DL
IPQS 40 300 2 Ø 10 530 615 � 3 Ø 10 150
IPQS 50 400 3 Ø 10 530 615 � 4 Ø 12 165
IPQS 60 300 2 Ø 12 630 740 � 4 Ø 12 165
IPQS 70 400 3 Ø 12 630 740 � 5 Ø 12 165
IPQS 80 300 2 Ø 14 750 860 � 4 Ø 14 165
IPQS 90 400 3 Ø 14 750 860 � 6 Ø 14 165
IPQZ 10 300 2 Ø 8 420 495 �
IPQZ 20 400 3 Ø 8 420 495 �
IPQZ 30 500 4 Ø 8 420 495 �
IPQZ 40 300 2 Ø 10 530 615 �
IPQZ 50 400 3 Ø 10 530 615 �
IPQZ 60 300 2 Ø 12 630 740 �
IPQZ 70 400 3 Ø 12 630 740 �
IPQZ 80 300 2 Ø 14 750 860 �
IPQZ 90 400 3 Ø 14 750 860 �
IPQ / IPQS
37
ISOPRO ® - insulation at its highest level

ISOPRO ® Type IPQ, IPQS & IPQZ
Dimensioning table for concrete ≥ C20/25
Dimensional values for elements type IPQ, IPQS & IPQZ
Type IPQ
38 www.h-bau.com
Element length
[mm]
Element height
[mm]
Shear force
v Rd [kN/m]
IPQ 10 1000 ≥ 160 + 34.8
IPQ 20 1000 ≥ 160 + 43.5
IPQ 30 1000 ≥ 160 + 52.2
IPQ 40 1000 ≥ 160 + 69.5
IPQ 50 1000 ≥ 160 + 86.9
IPQ 70 1000 ≥ 160 + 92.7
IPQ 80 1000 ≥ 160 + 123.6
IPQ 90 1000 ≥ 170 + 144.9
IPQ 100 1000 ≥ 180 + 172.0
IPQ 110 1000 ≥ 180 + 208.9
Type IPQS
Element length
[mm]
Element height
[mm]
Shear force
V Rd [kN]
IPQS 10 300 ≥ 160 + 30.9
IPQS 20 400 ≥ 160 + 46.4
IPQS 30 500 ≥ 160 + 61.8
IPQS 40 300 ≥ 170 + 48.3
IPQS 50 400 ≥ 170 + 72.4
IPQS 60 300 ≥ 180 + 69.5
IPQS 70 400 ≥ 180 + 102.2
IPQS 80 300 ≥ 190 + 94.7
IPQS 90 400 ≥ 190 + 142.0
Type IPQZ
Element length
[mm]
Element height
[mm]
Shear force
V Rd [kN]
IPQZ 10 300 ≥ 160 + 30.9
IPQZ 20 400 ≥ 160 + 46.4
IPQZ 30 500 ≥ 160 + 61.8
IPQZ 40 300 ≥ 170 + 48.3
IPQZ 50 400 ≥ 170 + 72.4
IPQZ 60 300 ≥ 180 + 69.5
IPQZ 70 400 ≥ 180 + 102.2
IPQZ 80 300 ≥ 190 + 94.7
IPQZ 90 400 ≥ 190 + 142.0

ISOPRO ® Type IPQ
On-site reinforcement and installation instructions
balcony slab
ny slab
�
balcony slab
ISOPRO ® ny Type IPQslab
balcony slab
�
�
ny slab
�
�
ISOPRO ® Type IPQ
balcony slab
� �
ny slab
balcony slab
A
� �
�
�
� �
concrete ≥ 25/30 concrete ≥ 20/25
ny slab
�
A
�
A
�
�
On-site suspension reinforcement ISOPRO ® type IPQ
te ≥ 25/30 concrete ≥ 20/25
A
Type IPQ
a s,erf
[cm²/m]
�
�
�
selected
IPQ 10 0.80 4 Ø 6
IPQ 20 1.00 5 Ø 6
IPQ 30 1.20 6 Ø 6
IPQ 40 1.60 8 Ø 6
IPQ 50 2.00 4 Ø 8
for better solutions...
Section A - A
Section A - A
� upper reinforcement
� upper reinforcement
�
� insert stirrup
�
�
� insert stirrup
� �
� lower reinforcement
� ISOPRO transverse force rods ISOPRO compression support � distribution rods Ø 8
� lower reinforcement
ISOPRO transverse force rods
ISOPRO compression support
Installation instructions
Lay the lower reinforcement � for the floor and balcony
slab.
Install ISOPRO ® IPQ 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 �.
� 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 IPQ
a s,erf
[cm²/m]
selected
IPQ 70 2.13 6 Ø 8
IPQ 80 2.84 8 Ø 8
IPQ 90 3.33 6 Ø 10
IPQ 100 3.95 5 Ø 12
IPQ 110 4.80 6 Ø 12
IPQ / IPQS
39
ISOPRO ® - insulation at its highest level

40
ISOPRO ® Type IPQS
On-site reinforcement and installation instructions
balcony slab
ny slab
�
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

ISOPRO ® Type IPQZ
On-site reinforcement
Installation instructions
�
Type IPQZ Tie strip �� Insert stirrup �� to be used with
IPQZ 10 2 Ø 8 1 Ø 8 IPQS 10
IPQZ 20 3 Ø 8 2 Ø 8 IPQS 20
IPQZ 30 4 Ø 8 2 Ø 8 IPQS 30
IPQZ 40 2 Ø 10 1 Ø 10 IPQS 40
IPQZ 50 3 Ø 10 2 Ø 10 IPQS 50
IPQZ 60 2 Ø 12 2 Ø 10 IPQS 60
IPQZ 70 3 Ø 12 3 Ø 10 IPQS 70
IPQZ 80 2 Ø 14 2 Ø 10 IPQS 80
IPQZ 90 3 Ø 14 3 Ø 10 IPQS 90
�
for better solutions...
For zero-stress mounting of an IPQZ, an opposed IPQS element is used. A tie strip � reinforcement is placed between
the two elements, which corresponds in diameter and rod count to the elements IPQS and IPQZ – see table.
For connection to the floor in the case of IPQS, the on-site stirrup reinforcement � is required to back anchor the tie
strip.
The required suspension reinforcement and the on-site slab reinforcement are not shown here.
Type IPQZ Type IPQS
slab balcony
tie strip
On-site reinforcement ISOPRO ® type IPQZ
� back anchoring of tie strip
IPQS/IPQZ
41
ISOPRO ® - insulation at its highest level

1000
ISOPRO ® Type IPQQ & IPQQS
Construction and dimensions
Plan view type IPQQ - transverse rod folded back on floor side
1000
1000
1000
L L QB QB
42 www.h-bau.com
80 80
L L QD QD
Balkon Balkon Decke Decke Balkon Balkon Decke Decke
Shear-force rods IPQQ & IPQQS
Rods Ø 6 L L 80 L D 80 L D → folded D Don
floor side
Elementlänge L
Rods Ø 8, 10, 12 & 14 → straight on floor side
Section type IPQQ - transverse rod folded back on floor side
Plan view type IPQQ - transverse rod straight on floor side
1000
1000
L L QB QB
L D
L D
80 80
80 80
L D
L D
L L QD QD
Plan view type IPQQS - transverse rod straight on floor side
LQB 80 LQD LQB L80 QB LQD 80
Balkon
LQD Decke
LQBL QB
L80 QB 80
L80 LQD QD
LQD Balkon Balkon Decke Decke Balkon Balkon Balkon Decke Decke
Decke
L D
Elementlänge L
80
LL DD
80
L QB
L LD D
80
Balkon Decke
L D
80
80
L D
L D
L QD
1000
Elementlänge L
1000
Section type IPQQ - transverse rod straight on floor side
Elementlänge L
L D
L D
80
80
LL DD
LD Section type IPQQS - transverse rod straight on floor side
Balkon
L QB
L D
80
80
L D
80
L QD
L D
Decke

ISOPRO ® Type IPQQ & IPQQS for better solutions...
Construction and dimensions, dimensioning table for concrete ≥ C20/25
Allocation of the elements type IPQQ & IPQQS
Type
Element
length
[mm]
Number
Shear force rod Compression rod
Length of shear-force rod Rod floor side
L QB [mm] L QD [mm] folded straight
Number
Length
L D [mm]
IPQQ 10 1000 2x 4 Ø 6 310 150 � 4 Ø 10 150
IPQQ 30 1000 2x 6 Ø 6 310 150 � 4 Ø 10 150
IPQQ 40 1000 2x 8 Ø 6 310 150 � 6 Ø 10 150
IPQQ 50 1000 2x 10 Ø 6 310 150 � 6 Ø 10 150
IPQQ 70 1000 2x 6 Ø 8 495 495 � 6 Ø 10 150
IPQQ 90 1000 2x 6 Ø 10 615 615 � 10 Ø 10 150
IPQQ 110 1000 2x 6 Ø 12 740 740 � 10 Ø 12 165
IPQQS 10 300 2x 2 Ø 8 495 495 � 2 Ø 10 150
IPQQS 20 400 2x 3 Ø 8 495 495 � 3 Ø 10 150
IPQQS 40 300 2x 2 Ø 10 615 615 � 3 Ø 10 150
IPQQS 50 400 2x 3 Ø 10 615 615 � 4 Ø 12 165
IPQQS 60 300 2x 2 Ø 12 740 740 � 4 Ø 12 165
IPQQS 70 400 2x 3 Ø 12 740 740 � 5 Ø 12 165
IPQQS 80 300 2x 2 Ø 14 860 860 � 4 Ø 14 165
IPQQS 90 400 2x 3 Ø 14 860 860 � 6 Ø 14 165
Dimensional values of the elements type IPQQ & IPQQS
Type
IPQQ
Element
length [mm]
Element
height [mm]
Shear force
v Rd [kN/m]
IPQQ 10 1000 ≥ 160 ± 34.8
IPQQ 30 1000 ≥ 160 ± 52.2
IPQQ 40 1000 ≥ 160 ± 69.5
IPQQ 50 1000 ≥ 160 ± 86.9
IPQQ 70 1000 ≥ 160 ± 92.7
IPQQ 90 1000 ≥ 170 ± 144.9
IPQQ 110 1000 ≥ 180 ± 208.9
Type
IPQQS
Element
length [mm]
Element
height [mm]
Shear force
V Rd [kN]
IPQQS 10 300 ≥ 160 ± 30.9
IPQQS 20 400 ≥ 160 ± 46.4
IPQQS 40 300 ≥ 170 ± 46.4
IPQQS 50 400 ≥ 170 ± 72.4
IPQQS 60 300 ≥ 180 ± 69.5
IPQQS 70 400 ≥ 180 ± 102.2
IPQQS 80 300 ≥ 190 ± 94.7
IPQQS 90 400 ≥ 190 ± 142.0
IPQQ/IPQQS
43
ISOPRO ® - insulation at its highest level

ISOPRO ® Type IPQQ
On-site reinforcement and installation instructions
balcony slab
ny slab
�
balcony slab
ISOPRO ® ny
Type IPQQ slab
balcony slab
� �
ny slab
�
�
balcony slab
� �
balcony slab
A
�
� �
�
� �
concrete ≥ 25/30 concrete ≥ 20/25
ny slab
A
44 www.h-bau.com
ISOPRO ® Type IPQQ
ny slab
A
�
�
�
�
On-site suspension reinforcement ISOPRO ® type IPQQ
te ≥ 25/30 concrete ≥ 20/25
A
Type IPQQ
a s,erf
[cm²/m]
�
�
�
selected
IPQQ 10 0.80 4 Ø 6
IPQQ 30 1.20 6 Ø 6
IPQQ 40 1.60 8 Ø 6
IPQQ 50 2.00 4 Ø 8
Section A - A
Section A - A
on-site suspension reinforcement
�
�
on-site suspension reinforcement
�
�
� upper reinforcement
� upper reinforcement
� insert stirrup
� � lower reinforcement
� ISOPRO transverse force rods ISOPRO compression rods � lower � reinforcement
distribution rods Ø 8
ISOPRO transverse force rods
ISOPRO compression rods
Installation instructions
Lay the lower reinforcement � for the floor and balcony
slab.
Install ISOPRO ® IPQQ 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 �.
� 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 IPQQ
a s,erf
[cm²/m]
selected
IPQQ 70 2.13 6 Ø 8
IPQS 90 3.33 6 Ø 10
IPQQ 110 4.80 6 Ø 12

ISOPRO ® Type IPQQS
On-site reinforcement and installation instructions
balcony slab
ny slab
�
balcony slab
ISOPRO ® ny Type IPQQS slab
ISOPRO ® Type IPQQS
balcony slab
ny slab
�
�
�
�
balcony slab
� �
ny slab
balcony slab
A
� �
� �
� �
concrete ≥ 25/30 concrete ≥ 20/25
ny slab
A
�
�
A
�
�
�
Section A - A
On-site suspension reinforcement ISOPRO ® type IPQQS
te ≥ 25/30 concrete ≥ 20/25
A
Type IPQQS
A s,erf
[cm²]
�
�
selected
IPQQS 10 0.71 2 Ø 8
IPQQS 20 1.07 3 Ø 8
IPQQS 40 1.11 2 Ø 10
IPQQS 50 1.67 3 Ø 10
�
�
Section A - A
on-site � suspension reinforcement
�
on-site suspension reinforcement
for better solutions...
� 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 ® IPQQS 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 IPQQS
A s,erf
[cm²]
selected
IPQQS 60 1.60 2 Ø 12
IPQQS 70 2.35 3 Ø 12
IPQQS 80 2.18 2 Ø 14
IPQQS 90 3.26 3 Ø 14
IPQQ/IPQQS
45
ISOPRO ® - insulation at its highest level

ISOPRO ® Type IPQ - IPQQS
Moment from eccentric connection
Moment from eccentric connection
When dimensioning the floor-side connection reinforcement of the ISOPRO ® VEd V
shear-force elements
V
type IPQ – IPQQS,
Ed
Ed
a moment due to the eccentric connection must be taken into account in addition.
In the case of the same sign, the moment is to be superimposed on the moments from the scheduled loading.
∆ M Ed = V Ed x Z v
balcony
V Ed
V Ed
V Ed
46 www.h-bau.com
Z v
∆ MEd
V Ed
ISOPRO ® elements with compression support
Z v = 124 mm
V Ed
slab
balcony slab
Type IPQ
V Ed
Type IPQQ
V Ed
V Ed
∆ mEd [kNm/m]
IPQ 10 4.32
IPQ 20 5.39
IPQ 30 6.47
IPQ 40 8.62
IPQ 50 10.78
IPQ 70 11.49
IPQ 80 15.33
IPQ 90 17.93
IPQ 100 21.56
IPQ 110 25.89
∆ m Ed
[kNm/m]
IPQQ 10 4.00
IPQQ 30 6.00
IPQQ 40 7.99
IPQQ 50 9.99
IPQQ 70 10.66
IPQQ 90 16.66
IPQQ 110 24.02
∆ M Ed
Type IPQS
V Ed
V Ed
V Ed
V Ed
Type IPQQS
balcony
V Ed
Z v
∆ MEd
V Ed
slab
balcony slab
V Ed
V Ed
V Ed
∆ M Ed
ISOPRO ® elements with compression rods
Z v = 115 mm
∆ M Ed
[kNm]
IPQS 10 3.55
IPQS 20 5.33
IPQS 30 7.66
IPQS 40 5.34
IPQS 50 8.33
IPQS 60 7.99
IPQS 70 11.75
IPQS 80 10.89
IPQS 90 16.33
∆ M Ed
[kNm]
IPQQS 10 3.55
IPQQS 20 5.33
IPQQS 40 5.33
IPQQS 50 8.33
IPQQS 60 7.99
IPQQS 70 11.75
IPQQS 80 10.89
IPQQS 90 16.33
Type IPQZ
V Ed
V Ed
∆ M Ed
[kNm]
IPQZ 10 3.55
IPQZ 20 5.33
IPQZ 30 7.66
IPQZ 40 5.34
IPQZ 50 8.33
IPQZ 60 7.99
IPQZ 70 11.75
IPQZ 80 10.89
IPQZ 90 16.33
V Ed
V Ed

ISOPRO ® Type IPTD
General
ISOPRO ® elements for re-entrant slabs
The product
ISOPRO ® elements from the IPTD series
are thermally insulating, supporting
connection elements for floor
area re-entrant constructional elements.
They transfer positive and negative
bending moments and shear
forces.
Features
Reduction of thermal bridges according
to DIN 4108-2 and EnEV
Avoids condensation and growth
of mould
Stainless steel construction provides
corrosion protection
Faster and more economical installation
The consistently high quality standard
of ISOPRO ® is maintained by
continual in-house and third-party
monitoring
for better solutions...
Applications area
IPTD IPTD
Re-entrant balcony
IPTD
47
ISOPRO ® - insulation at its highest level

ISOPRO ® Type IPTD
Construction and dimensions
Plan view
Section
48 www.h-bau.com
160 - 250
Belegung der Elemente
balcony side
L ZB
L DB
L Q
80
80
Type Element length [mm] Tensioning rods Shear-force rods Compression rods
IPTD 20 1000 8 Ø 10 2 x 4 Ø 8 8 Ø 10
IPTD 30 1000 8 Ø 10 + 2 Ø 12 2 x 4 Ø 8 8 Ø 10 + 2 Ø 12
IPTD 50 1000 10 Ø 12 2 x 4 Ø 8 10 Ø 12
IPTD 60 1000 12 Ø 12 2 x 4 Ø 8 12 Ø 12
IPTD 70 1000 10 Ø 14 2 x 4 Ø 8 10 Ø 14
IPTD 80 1000 12 Ø 14 + 2 Ø 14 2 x 4 Ø 8 12 Ø 14 + 2 Ø 14
Abmessungen Typ IPTD [Länge in mm]
Type
Tensioning rods
LZB LZD Compression rods
LDB LDD Shear-force
rods LQ Supplemented shear force
LQ8 LQ10 IPTD 20 590 690 590 690 495 495 / 615 495 / 615
IPTD 30 590 690 590 690 495 495 / 615 495 / 615
IPTD 50 590 690 590 690 495 495 / 615 495 / 615
IPTD 60 590 690 590 690 495 495 / 615 495 / 615
IPTD 70 710 830 710 830 495 495 / 615 495 / 615
IPTD 80 710 830 710 830 495 495 / 615 495 / 615
L Q
L ZD
L DD
slab side

ISOPRO ® Type IPTD
On-site reinforcement and installation instructions
balcony slab
ny slab
�
balcony slab
ISOPRO ® ny slab
Type IPTD
balcony slab
� �
ny slab
�
�
ISOPRO ® Type IPTD
balcony slab
� �
ny slab
� �
balcony slab
� �
A
� �
� �
concrete ≥ 25/30 concrete ≥ 20/25
ny slab
A
A
� �
�
�
On-site suspension reinforcement type IPTD
te ≥ 25/30 concrete ≥ 20/25
A
Suspension reinforcement a s,erf [cm²/m]
�
�
�
Section A - A
Section A - Aintegral
suspension reinforcement
integral suspension reinforcement
�
�
�
�
for better solutions...
� upper reinforcement
ISOPRO tension rods�
upper reinforcement
� suspension reinforcement
� � lower reinforcement
� ISOPRO transverse force rods ISOPRO compression support � lower �reinforcement distribution rods Ø 8
ISOPRO transverse force rods
Installation instructions
ISOPRO tension rods
ISOPRO compression support
Lay the lower reinforcement � for the floor and balcony
slab.
Install ISOPRO ® IPTD 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 �.
� suspension reinforcement
� 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.
Type IPTD 20 Q... IPTD 30 Q... IPTD 50 Q... IPTD 60 Q... IPTD 70 Q... IPTD 80 Q...
Standard 0.98 0.98 0.98 0.98 0.98 0.98
Q8 1.72 1.72 1.72 1.72 1.72 1.72
Q10 2.72 2.72 2.72 2.72 2.72 2.72
Insert stirrup selected
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 IPTD 20 Q... IPTD 30 Q... IPTD 50 Q... IPTD 60 Q... IPTD 70 Q... IPTD 80 Q...
Standard 4 Ø 6 4 Ø 6 4 Ø 6 4 Ø 6 4 Ø 6 4 Ø 6
Q8 4 Ø 8 4 Ø 8 4 Ø 8 4 Ø 8 4 Ø 8 4 Ø 8
Q10 4 Ø 10 4 Ø 10 4 Ø 10 4 Ø 10 4 Ø 10 4 Ø 10
IPTD
49
ISOPRO ® - insulation at its highest level

50
ISOPRO ® Type IPTD
Dimensioning table for concrete ≥ C20/25
Element height [mm]
dependent on cv [mm]
30 35 IPTD 20
www.h-bau.com
Dimensional values of the absorbable moments m Rd [kNm/m]
IPTD 20
Q8
IPTD 20
Q10
IPTD 30
IPTD 30
Q8
IPTD 30
Q10
IPTD 50
IPTD 50
Q8
- 160 ± 12.4 – – ± 17.7 – – ± 24.1 –
160 - ± 13.1 – – ± 18.7 – – ± 25.6 –
- 170 ± 13.9 ± 12.3 – ± 19.8 ± 18.3 – ± 27.0 ± 25.5
170 - ± 14.6 ± 13.0 – ± 20.8 ± 19.2 – ± 28.5 ± 26.9
- 180 ± 15.3 ± 13.6 ± 11.4 ± 21.9 ± 20.2 ± 17.9 ± 29.9 ± 28.3
180 - ± 16.0 ± 14.3 ± 11.9 ± 22.9 ± 21.1 ± 18.8 ± 31.4 ± 29.7
- 190 ± 16.8 ± 14.9 ± 12.4 ± 24.0 ± 22.1 ± 19.6 ± 32.8 ± 31.0
190 - ± 17.5 ± 15.6 ± 13.0 ± 25.0 ± 23.1 ± 20.5 ± 34.3 ± 32.4
- 200 ± 18.2 ± 16.2 ± 13.5 ± 26.0 ± 24.0 ± 21.3 ± 35.8 ± 33.8
200 - ± 19.0 ± 16.9 ± 14.1 ± 27.1 ± 25.0 ± 22.2 ± 37.2 ± 35.2
- 210 ± 19.7 ± 17.5 ± 14.6 ± 28.1 ± 26.0 ± 23.0 ± 38.7 ± 36.5
210 - ± 20.3 ± 18.0 ± 15.0 ± 28.9 ± 26.7 ± 23.7 ± 40.1 ± 37.9
- 220 ± 21.1 ± 18.8 ± 15.7 ± 30.2 ± 27.9 ± 24.7 ± 41.6 ± 39.3
220 - ± 21.9 ± 19.5 ± 16.2 ± 31.2 ± 28.8 ± 25.6 ± 43.0 ± 40.6
- 230 ± 22.6 ± 20.1 ± 16.8 ± 32.3 ± 29.8 ± 26.4 ± 44.5 ± 42.0
230 - ± 23.3 ± 20.8 ± 17.3 ± 33.3 ± 30.8 ± 27.3 ± 45.9 ± 43.4
- 240 ± 24.1 ± 21.4 ± 17.8 ± 34.4 ± 31.7 ± 28.1 ± 47.4 ± 44.8
240 - ± 24.8 ± 22.1 ± 18.4 ± 35.4 ± 32.7 ± 29.0 ± 48.8 ± 46.1
- 250 ± 25.5 ± 22.7 ± 18.9 ± 36.4 ± 33.6 ± 29.8 ± 50.3 ± 47.5
250 - ± 26.3 ± 23.4 ± 19.5 ± 37.5 ± 34.6 ± 30.7 ± 51.7 ± 43.4
Dimensional values of the absorbable shear forces v Rd [kN/m]
h = 160 - 250 ± 42.8 ± 74.8 ± 118.2 ± 42.8 ± 74.8 ± 118.2 ± 42.8 ± 74.8

ISOPRO ® Type IPTD
Dimensioning table for concrete ≥ C20/25
IPTD 50
Q10
IPTD 60
Dimensional values of the absorbable moments m Rd [kNm/m]
IPTD 60
Q8
IPTD 60
Q10
IPTD 70
IPTD 70
Q8
IPTD 70
Q10
IPTD 80
for better solutions...
IPTD 80
Q8
IPTD 80
Q10
– ± 29.3 – – ± 33.6 – – ± 47.4 – –
– ± 31.1 – – ± 35.7 – – ± 50.3 – –
– ± 32.8 ± 31.3 – ± 37.7 ± 36.3 – ± 53.2 ± 51.9 –
– ± 34.6 ± 33.0 – ± 39.8 ± 38.3 – ± 56.1 ± 54.8 –
± 26.1 ± 36.4 ± 34.7 ± 32.5 ± 41.9 ± 40.3 ± 38.1 ± 59.1 ± 57.6 ± 55.7
± 27.3 ± 38.1 ± 36.4 ± 34.1 ± 44.0 ± 42.3 ± 40.0 ± 62.0 ± 60.5 ± 58.4
± 28.6 ± 39.9 ± 38.1 ± 35.6 ± 46.0 ± 44.3 ± 41.8 ± 64.9 ± 63.4 ± 61.2
± 29.8 ± 41.7 ± 39.8 ± 37.2 ± 48.1 ± 46.2 ± 43.7 ± 67.8 ± 66.2 ± 64.0
± 31.1 ± 43.4 ± 41.5 ± 38.8 ± 50.2 ± 48.2 ± 45.6 ± 70.8 ± 69.1 ± 66.7
± 32.4 ± 45.2 ± 43.1 ± 40.4 ± 52.2 ± 50.2 ± 47.5 ± 73.7 ± 71.9 ± 69.5
± 33.6 ± 47.0 ± 44.8 ± 41.9 ± 54.3 ± 52.2 ± 49.4 ± 76.6 ± 74.8 ± 72.2
± 34.9 ± 48.7 ± 46.5 ± 43.5 ± 56.4 ± 54.2 ± 51.3 ± 79.5 ± 77.6 ± 75.0
± 36.2 ± 50.5 ± 48.2 ± 45.1 ± 58.5 ± 56.2 ± 53.1 ± 82.5 ± 80.5 ± 77.7
± 37.4 ± 52.3 ± 49.9 ± 46.7 ± 60.5 ± 58.2 ± 55.0 ± 85.4 ± 83.3 ± 80.5
± 38.7 ± 54.0 ± 51.6 ± 48.2 ± 62.6 ± 60.2 ± 56.9 ± 88.3 ± 86.2 ± 83.3
± 40.0 ± 55.8 ± 53.3 ± 49.8 ± 64.7 ± 62.2 ± 58.8 ± 91.2 ± 89.0 ± 86.0
± 41.2 ± 57.5 ± 54.9 ± 51.4 ± 66.8 ± 64.2 ± 60.7 ± 94.1 ± 91.9 ± 88.8
± 42.5 ± 59.3 ± 56.6 ± 53.0 ± 68.8 ± 66.2 ± 62.6 ± 97.1 ± 94.7 ± 91.5
± 43.8 ± 61.1 ± 58.3 ± 54.6 ± 70.9 ± 68.2 ± 64.5 ± 100.0 ± 97.6 ± 94.3
± 45.0 ± 62.8 ± 60.0 ± 56.1 ± 73.0 ± 70.2 ± 66.3 ± 102.9 ± 100.4 ± 97.0
Dimensional values of the absorbable shear forces v Rd [kN/m]
± 118.2 ± 42.8 ± 74.8 ± 118.2 ± 42.8 ± 74.8 ± 118.2 ± 42.8 ± 74.8 ± 118.2
IPTD
51
ISOPRO ® - insulation at its highest level

52
Notes
www.h-bau.com

ISOPRO ® Type IPA, IPO, IPF
General
The product
The ISOPRO ® elements from the IPA,
IPO & IPF series are thermally insulating
and supporting connection elements
for attached roof parapets,
reinforced steel consoles and projecting
parapets on storey floors.
They are inserted selectively.
Features
Reduction of thermal bridges according
to DIN 4108-2 and EnEV
Avoids condensation and growth
of mould
Stainless steel construction provides
corrosion protection
Faster and more economical installation
The consistently high quality standard
of ISOPRO ® is maintained by
continual in-house and third-party
monitoring.
for better solutions...
Application area
Roof parapet on storey floor
Console on storey floor
Parapet on storey floor IPA, IPO, IPF
53
ISOPRO ® - insulation at its highest level

ISOPRO ® Type IPA
Construction and calculation values
ISOPRO ® type IPA – for ≥ 160 attached roof parapets on storey floors
≥ 160 60 380
Section
V Ed
34
34
Plan view
≥ 160 60 380
M Ed
N Ed
≥ 160
56
≥ 160 60 380
VEd VEd Bemessungsachse
59 60 60 59
350
56
130
160
Dimensions:
Length of element: 350 mm
Roof parapet thickness: 160 – 240 mm
Height of element: ≥ 160 mm
Thickness of insulation element: 60 mm
Reinforcement:
Tension rods: 3 Ø 8
Compression rods: 3 Ø 8
Transverse force rods: 2 x 2 Ø 6
Dimensional values for NRd = 0
MRd : 2.9 kNm / element
VRd : ±12.7 kN / element
M Rd [kNm]
Mathematical model – Static system Interaction diagram
54 www.h-bau.com
MEd MEd N N
Ed Ed
≥ 160
dimensioning Bemessungsachse axis
130
130
M Rd [kNm]
M Rd [kNm]
N [kN] Rd
N [kN] Rd
N Rd [kN]

slab
�
ISOPRO ® ISOPRO
Type IPA
® Type IPA
Insert stirrup 3 Ø 8 / 150 mm
included in supply
On-site reinforcement and installation instructions
�
�
�
�
�
�
��
�
≥ 80
concrete ≥ 20/25
concrete ≥ 20/25
Type IPA
350
slab
�
slab
slab slab
slab
�
concrete ≥ 25/30
�
�
�
ISOPRO ® Type IPA
concrete ≥ 20/25
concrete ≥ 20/25
slab
slab slab
�
slab
slab
�
Insulation on-site
�
e = spacing of the elements^
Insert stirrup 3 Ø 8 / 150 mm
included in supply
concrete ≥ 25/30
Type IPA
�
slab
≥ 160
Installation instructions
� distribution rods Ø 8
� upper reinforcement
Lay the lower reinforcement � including edging
�.
� edging in accordance with DIN
Install ISOPRO � lower reinforcement
® elements IPA. Spacing in ac-
cordance with statics requirements.
Install the insert stirrups 3 Ø 8 / 150 mm supplied
and connect with the existing reinforcement.
Lay the upper floor reinforcement � and distribution
rods Ø 8 � and connect with the reinforcement
of the ISOPRO ® element.
Concrete the floor slab. Ensure that it cannot
move.
Fit the on-site insulation between the ISOPRO ®
elements.
Lay the roof parapet reinforcement � and edging
6 and tie in with the ISOPRO ® elements.
Spacing of the elements Expansion joint spacing
The roof parapet must be proven as a continuous support
e = spacing of the elements in accordance with the statics
requirements
� distribution rods Ø 8
� upper reinforcement
� edging in accordance with DIN
� lower reinforcement
for better solutions...
Expansion joint spacing e ≤ 7.80 m
above corner e/2 ≤ 3.50 m
� roof parapet reinforcement
55
ISOPRO ® - insulation at its highest level
� roof parapet reinforcement
� constructional insert stirrup
� roof parapet reinforcement
IPA, IPO, IPF

d
M Ed
V Ed
ISOPRO ® Type IPF
Construction and calculation values
ISOPRO ® ≥ 130
type IPF – for projecting parapets on storey floors
Section
≥ 130
M Ed
33
33
Plan view
100
NEd NEd VEd M Ed
Bemessungsachse
56
60
V Ed
56 www.h-bau.com
≥ 130
100
59 V60 60 M59 Rd Rd
350
60
100
420
Bemessungsachse
Bemessungsachse
V Rd
60
56
420
MRd VRd 160
≥ 160 340
≥ 160 340
Dimensions:
Length of element: 350 mm
Height of element: ≥ 160 mm
Thickness of insulation element: 60 mm
Reinforcement:
Tension rods: 3 Ø 6
Compression rods: 3 Ø 6
Transverse force rods: 2 Ø 6
Dimensional values for NRd = 0
MRd : ± 1.5 kNm / element
VRd : + 12.7 kN / element
M Rd [kNm]
Mathematical model – Static system Interaction diagram
420
M Rd
≥ 160 340
M Rd [kNm]
M Rd [kNm]
N Rd [kN]
N Rd [kN]
V Rd = 12,7 kN
V Rd = 12,7 kN
N Rd [kN]
V Rd = 12,7

�
b
b
ISOPRO ® ISOPRO Type IPF
® Type IPF
On-site reinforcement and installation instructions
�
≥ 130
60
�
≥ 80
�
concrete ≥ 25/30
�
Type IPF
350
�
slab
concrete ≥ 20/25
�
slab
concrete ≥ 20/25
�
slab
slab
�
slab
slab
Parapet
Insulation on-site
e = spacing of the elements
ISOPRO ® Type IPF
concrete ≥ 25/30
concrete ≥ 20/25
concrete ≥ 20/25
Type IPF
Installation instructions
Lay the lower reinforcement � and edging �.
Install ISOPRO ® elements IPF. Spacing in accordance
with statics requirements.
Lay the upper floor reinforcement � and connect
with the reinforcement of the ISOPRO ® element.
Fit the on-site insulation between the ISOPRO ®
elements.
Concrete the floor slab. Ensure that it cannot
move.
Lay the roof parapet reinforcement � and connect
with the ISOPRO ® �
�
elements.
Spacing of the elements Expansion joint spacing
The parapet must be proven as a continuous support.
e = spacing of the elements in accordance with the
statics requirements.
�
�
�
slab
slab
�
slab
� upper reinforcement
for better solutions...
� edging in accordance with DIN
� lower reinforcement
� upper reinforcement
lower reinforcement
Expansion joint spacing e ≤ 7.80 m
above corner e/2 ≤ 3.50 m
edging in accordance with DIN
57
ISOPRO ® - insulation at its highest level
� parapet reinforcement
IPA, IPO, IPF

sliding film
reinforced
concrete console
soft fibre
slab
ISOPRO ® Type IPO
Construction and dimensional values
ISOPRO ® type IPO – for projecting reinforced concrete consoles on storey floors
350
sliding film
reinforced
concrete console
Section
soft fibre
slab
+H Ed
Plan view
≥ 150
130
350
60
60
58 www.h-bau.com
2/3 l K
+P Rd
l K
≥ 150
130
60
60
Mathematical model – Static system Interaction diagram
725
535
725
≥ 180
535
≥ 180
PRd = 21.3
PRd = 17.0
superimposed load P Rd [kN]
25
15
10
5
0
Dimensions:
Length of element: 350 mm
Height of element: ab 180 mm
Thickness of insulation element: 60 mm
Reinforcement:
Tension rods: 3 Ø 6 mm
Compression rods: 3 Ø 8 mm
Transverse force rods: 2 Ø 10 mm
Dimensional values for HEd = 0
PRd: 17.1 kN/element
max. HRd : 18.4 kN/element
concrete ≥ C20/25
concrete ≥ C25/30
0 2 4 6 8 10 12 14 16 20 22
horizontal force H Ed [kN]
H Ed = 18.4
H Ed = 23.1

PRO ® Type IPF
�
concrete ≥ 25/30
ISOPRO ® Type IPO
On-site reinforcement and installation instructions
�
Spacing of the elements Expansion joint spacing
≥ 80
slab
�
slab
concrete ≥ 20/25
slab
�
350
Type IPO
�
slab
slab
�
concrete ≥ 20/25
concrete ≥ 25/30
�
�
�
�
Reinforced concrete balcony
Insulation on-site
ISOPRO ® Type IPF
e = spacing of the elements
concrete ≥ 20/25
Type IPO
The parapet must be proven as a continuous support.
e = spacing of the elements in accordance with the
statics requirements
slab
slab
slab slab
�
�
�
� upper reinforcement
for better solutions...
� edging in accordance with DIN
� lower reinforcement
� closed stirrup
3 Ø 6 / element
Expansion joint spacing e ≤ 7.8 m
above corner e/2 ≤ 3.5 m
� upper reinforcement
Installation instructions
Lay the lower floor reinforcement � and edging
�.
Install ISOPRO ® elements IPO. Spacing in accordance
with statics requirements.
Lay the upper floor reinforcement � and connect
with the reinforcement of the ISOPRO ® element.
Fit the on-site insulation between the ISOPRO ®
elements.
Lay the console reinforcement � and � and tie
in with the ISOPRO ® elements. The floor edge
beam must be dimensioned as a continuous support.
As far as possible concrete the console and the
floor at the same time. Ensure that they cannot
move.
� edging in accordance with
� lower reinforcement
59
ISOPRO ® - insulation at its highest level
� steel rod according to statics
IPA, IPO, IPF

60
Notes
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ISOPRO ® Type IPW & IPS
General
ISOPRO ® elements for vertical slabs and consoles
The product
The ISOPRO ® elements of the series
IPW and IPS are thermally insulating,
supporting connection elements for
vertical wall panels or consoles. Depending
on the type they transfer positive
and negative shear forces, as
well as bending moments and shear
forces in the horizontal and vertical
direction.
Features
Reduction of thermal bridges according
to DIN 4108-2 and EnEV
Avoids condensation and growth
of mould
Stainless steel construction provides
corrosion protection
Faster and more economical installation
The consistently high quality standard
of ISOPRO ® is maintained by
continual in-house and third-party
monitoring
for better solutions...
Application area
The ISOPRO ® type IPS elements are
suitable for connection of projecting
wall consoles or cantilever beams.
The ISOPRO ® type IPW elements
are suitable for connection of storey
level wall panels.
IPW, IPS
61
ISOPRO ® - insulation at its highest level

ISOPRO ® Type IPS
Construction and dimensional values
Section
Balcony slab Floor slab
Console
Dimensions type IPS [Length in mm]
Tensioning Shear–force Compression
Type
rods
rods
rods
ZL QL DL 100
IPS 1 614 495 360
IPS 2 705 615 431
IPS 3 833 740 502
IPS 4 887 740 502
Dimensioning table for concrete ≥ C20/25
Element
height [mm]
M Rd
[kNm]
56
56 288
Balcony slab Floor slab
Console
Tensioning rods
Shear-force rods
Compression rods
IPS 1 IPS 2 IPS 3 IPS 4
V Rd
[kN]
M Rd
[kNm]
V Rd
[kN]
M Rd
[kNm]
56
56 288
V Rd
[kN]
100
M Rd
[kNm]
Wall
Tensioning rods
Shear-force rods
Compression rods
Other constructions and dimensions are available on request.
In order to determine the anchoring lengths, bonding range I is taken as the basis. However, if required, the reinforcement
rods can also be designed for bonding range II.
Configuration of the elements
Type IPS 1 IPS 2 IPS 3 IPS 4
Element width [mm] 220 220 220 220
Tensioning rods 2 Ø 12 2 Ø 14 2 Ø 16 4 Ø 16
Shear-force rods 2 Ø 8 2 Ø 10 2 Ø 12 2 Ø 12
Compression rods 3 Ø 12 3 Ø 14 3 Ø 16 6 Ø 16
300 13.6 21.3 18.3 33.3 24.0 46.4 38.5 64.7
350 17.2 21.3 23.2 33.3 30.4 46.4 52.6 64.7
400 20.8 21.3 28.1 33.3 36.8 46.4 66.8 64.7
600 35.3 21.3 47.6 33.3 62.3 46.4 123.4 64.7
62 www.h-bau.com
V Rd
[kN]

ISOPRO ® Type IPS
On-site reinforcement and installation instructions
concrete 25/30 closed stirrup suspension reinforcement
Installation instructions
edging
Lay the wall panel � reinforcement (according to statics requirements).
Install ISOPRO ® concrete 20/25
element type IPS and connect with the wall reinforcement �.
Transverse reinforcement in the overlap range according to DIN 1045-1.
Install and connect beam reinforcement � and � in accordance with the
statics data.
Position � edging according to DIN 1045-1.
Position � constructed as closed stirrup as shear security.
When concreting ensure that both sides are uniformly filled and consolidated.
Formwork camber of the beam in accordance with statics data.
closed stirrup suspension reinforcement
edging
wall panel reinforcement according to statics
concrete 20/25
wall panel reinforcement according to statics
Tensioning rods
Shear-force rods
Compression rods
Element configuration Expansion joint spacing
b b
wall panel
floor slab
Type IPS Type IPS
on-site insulation
balcony slab
wall panel
80
Type
for better solutions...
Joint spacing [m]
IPS 1 11.3
IPS 2 10.1
IPS 3 9.2
IPS 4 8.0
For construction above a corner the maximum
leg length is e/2
e
Tensioning rod
Shear-force rod
Compression rod
IPW, IPS
63
ISOPRO ® - insulation at its highest level

ISOPRO ® Type IPW
Construction and dimensional values
Section
balcony slab floor slab
h = 1,50 - 3,50 m
outside wall
upper section
250
lower section
1250 middle section
upper section b/h/t in mm
150-250 / 250 / 80
lower section b/h/t in mm
150-250 / 1250 / 80
ZL 80
ZL
322
QL QL
322
DL 80 DL
balcony slab floor slab
Configuration of the elements
322
Horizontal shear-force rods
Horizontal shear-force rods
Dimensioning table for concrete ≥ C20/25
inside wall
Dimensions Type IPW length in mm
Type
Tensioning
rods
Shear-force
rods
Compression
rods
Z L Q L D L
IPW 1 600 423 270
IPW 2 790 563 335
IPW 3 980 653 410
IPW 4 1170 783 470
Element width: b = 150 – 250 mm
Element height: h = 1.50 – 3.50 m
Insulation material thickness: t = 80 mm
Moments caused by wind loading are absorbed by
the stiffening effect of the balcony slabs.
M Rdz = 0
In order to determine the overlap lengths, the bonding
range II is taken as the basis. If desired the anchoring
lengths can also be dimensioned for the
bonding range I. Deviations in constructions and dimensions
from the standard elements are available
on request.
Type IPW 1 IPW 2 IPW 3 IPW 4
Element height [m] ≥1.50 ≥1.50 ≥1.50 ≥1.50
Tensioning rods 2 Ø 12 2 Ø 12 4 Ø 12 4 Ø 12
Shear-force rods Qz 6 Ø 6 6 Ø 10 8 Ø 8 8 Ø 10
Shear-force rods Qy 2 x 2 Ø 6 2 x 2 Ø 6 2 x 2 Ø 6 2 x 2 Ø 6
Compression rods 4 Ø 12 4 Ø 12 6 Ø 12 6 Ø 14
Type
height
≥ 1.50 m
64 www.h-bau.com
height
≥ 1.75 m
height
≥ 2.00 m
M Rdy [kNm]
height
≥ 2.25 m
height
≥ 2.50 m
height
≥ 2.75 m
height
3.00 m
IPW 1 62.3 73.7 85.2 96.6 108.0 119.4 130.9 36.0 ± 10.9
IPW 2 79.8 94.5 109.1 123.7 138.4 153.0 167.6 63.5 ± 10.9
IPW 3 115.2 137.1 159.1 181.0 202.9 224.9 246.8 99.5 ± 10.9
IPW 4 153.8 183.0 212.3 241.6 270.9 300.2 329.4 143.9 ± 10.9
V Rdz
[kN]
V Rdy
[kN]

ISOPRO ® Type IPW
On-site reinforcement and installation instructions
balcony slab concrete ≥ 25/30 concrete ≥ 20/25 floor slab
� Connection reinforcement
� Connection reinforcement
according to statics
according to statics
outside wall
�
Insert stirrup as
structural edging �
reinforced concrete mesh
balcony slab floor slab
Mathematical model – static system
M Rdz
y
steel rod min 2 Ø 8 �
V Rdz V Rdy
z
x
M Rdy
� steel rod min 2 Ø 8
� steel rod min 2 Ø 8
�
Insert stirrup as
�
structural edging
reinforced concrete mesh
� reinforced concrete meshes insert stirrup � � insert stirrup reinforced concrete meshes �
� steel rod min 2 Ø 8
wall panel
inside wall
Element configuration
Installation instructions
Lay the inner wall reinforcement � according
to the structural engineering specifications.
Attach the structural edging � (insert stirrup)
on the inside.
Starting at the bottom insert the individual
ISOPRO ® elements type IPW and connect
with the wall reinforcement �.
Insert and bind the internal vertical distribution
rods � and connection reinforcement
�.
Lay the external wall reinforcement �,
structural edging �, vertical distribution
rods � and connection reinforcement �
in accordance with the statics requirements
and connect to the ISOPRO ® elements.
Take particular care when concreting that
the elements are reliably in place. We recommend
that both wall panels are uniformly
filled and consolidated.
b b
floor slab
Type IPW Type IPW
on-site insulation
balcony slab
for better solutions...
wall panel
80
IPW, IPS
65
ISOPRO ® - insulation at its highest level

ISOPRO ®
Tender
66 www.h-bau.com
ISOPRO ® thermal insulation element from H-BAU Technik GmbH
Statically effective and heat-insulating connection element between structural concrete
components that reduce thermal bridges in accordance with DIN 4108-2 and EnEV.
.......... m ISOPRO ® Type IP ..... c v = ...... mm h = ...... mm
.......... m ISOPRO ® Type IPT ..... c v = ...... mm h = ...... mm
.......... m ISOPRO ® Type IPQ ..... c v = ...... mm h = ...... mm
.......... pce. ISOPRO ® Type IPQS ..... c v = ...... mm h = ...... mm
.......... m ISOPRO ® Type IPQQ ..... c v = ...... mm h = ...... mm
.......... pce. ISOPRO ® Type IPQQS ..... c v = ...... mm h = ...... mm
.......... pce. ISOPRO ® Type ..... c v = ...... mm h = ...... mm
Special fabrication in accordance with the following specification:
..............................................................................................................................
..........................................................................................................................
ISOPRO ® elements for thermal insulation of concrete for
storey floor item .....
attic floor item .....
........................................................
and
balcony slabs item ......
loggia slab item ......
cantilever slab item .....
........................................................
ISOPRO ® elements with fire protection construction F90
The elements are bound together in the reinforcement of item …. and item ….
ISOPRO ® elements and install in accordance with the specifications of the manufacturer
H-Bau Technik GmbH.

Notes for better solutions...
ISOPRO ® - insulation at its highest level

ISOPRO ®
KE/SII
RAPIDOBAT ®
HED
FERBOX ®
BOXFER ®
GRIPRIP ®
PENTAFLEX ®
RIPINOX ®
PENTABORD ®
WARMBORD ®
SCHALBORD ®
ZEMBORD ®
SCHALL-ISO
ZUBEHÖR
Balcony insulation elements
Transport anchors
Shuttering tubes
Shear dowels
Reinforcement connectors
Reinforcement connectors
Masonry fixings
Sealing technology
Rustproof stainless steel
Shuttering elements
Shuttering elements
Shuttering elements
Shuttering elements
Sound insulation elements
Spacers
www.h-bau.com
Concreting with system...
H-BAU Technik GmbH
Am Güterbahnhof 20
D-79771 Klettgau-Erzingen
Tel. + 49 (0) 7742 92 15-20
Fax + 49 (0) 7742 92 15-90
info.klettgau@h-bau.de
Production north-east
Brandenburger Allee
D-14641 Nauen-Wachow
Tel. + 49 (0) 3 3239 775-20
Fax + 49 (0) 3 3239 775-90
info.berlin@h-bau.de
01/2009