ISOPRO®
Thermal insulation element for
connecting steel or wooden beams
Sealing
Thermal insulation
Formwork
Sound absorption
Reinforcement
Connection
Accessories
Forward
constructing.
ISOPRO® STEEL AND WOOD CONNECTION
OUR CONVICTION:
FORWARD CONSTRUCTING.
Not just to reflect the current state of building technology, but always to be a decisive
step ahead – this is our promise. This is why we constantly achieve pioneering work in
all product areas. Our employees consistently use their extensive practical experience
and creativity to benefit our customers. Through regular collaborative dialogue with our
target groups, we develop today the products which are needed tomorrow. With our
dynamics we set consistently milestones in building technology – yesterday, today and
tomorrow. This is what we mean by Forward Constructing.
2
ISOPRO® STEEL AND WOOD CONNECTION
CONTENT
04 ISOPRO®
06 Type SBM
18 Type SBQ
Steel and wood connection
Steel connection for overhanging
elements
Steel connection for supported
elements
26 Type HBM
34 Type HBQ
Wood connection for overhanging
elements
Wood connection for supported
elements
40 Service & Contact
We are at your service.
Wherever you are, you can count on us.
3
ISOPRO® STEEL AND WOOD CONNECTION
TYPE OVERVIEW
ISOPRO® TYPE SBM AND HBM
- PAGE 6 + PAGE 26 -
Connects freely projecting steel or wooden constructions with reinforced concrete structural components. Bending moments, lateral and
horizontal forces are transmitted.
ISOPRO® TYPE SBQ AND HBQ
- PAGE 18 + PAGE 34 -
Connects supported steel or wooden constructions with reinforced concrete structural components. Lateral and horizontal forces
are transmitted.
4
ISOPRO® STEEL AND WOOD CONNECTION
MATERIALS AND TEST CERTIFICATES
ISOPRO® COMPONENT CATALOGUE
Reinforcing steel: Stainless steel:
Structural steel:
Insulating body:
Steel strut (wood connection): B500B
S275 - mat. no. 1.4571, 1.4062, 1.4362
S460 - mat. no. 1.4571
in accordance with approval Z-30.3-6
S235
NEOPOR®* rigid polystyrene foam = 0.031 W/mK
S235, galvanised
CONNECTING COMPONENTS
CEILING
Concrete: Reinforcing steel:
Standard concrete in accordance with EC2 and DIN EN 206-1
Minimum concrete strength: C20/25
B500B
BALCONY
Structural steel:
Wood:
Dowel rods:
Minimum grade: S235
Material, dimensions and corrosion protection in accordance with details
provided by the structural engineer
C24 or C30 solid softwood
GL24c or GL28c laminated timber
S235, galvanised
TEST CERTIFICATES
Approvals:
DIBt Berlin
General technical approval No. Z-15.7-313
NOTE:
Technical information about our
ISOPRO® thermal insulation
elements can be downloaded at
www.h-bau.de
* NEOPOR is a registered trade-mark of BASF, Ludwigshafen
®
Project-related
insulation ratings on request.
5
ISOPRO® TYPE SBM STEEL CONNECTION
ISOPRO®
type SBM
STEEL CONNECTION
FOR OVERHANGING
ELEMENTS
THE PRODUCT
BENEFITS
THE APPLICATION
The ISOPRO® SBM type thermal insulation
element structurally connects freely
projecting steel constructions with
reinforced concrete structural
components. At the same time, its
excellent thermal properties resolve the
problem of thermal bridging – a key issue
in building engineering physics – at this
transition.
The element comprises an EPS insulating
body with extremely low thermal
conductivity and a structurally effective
stainless steel truss construction.
Both positive and negative bending
moments, as well as lateral and horizontal
forces, can be transmitted depending on
the type.
▪▪ General technical approval
No. Z-15.7-313
▪▪ Design values established in the
approval
▪▪ Reduction of thermal bridging in
accordance with DIN 4108-2 and EnEV
▪▪ Simple and secure assembly by means
of continuously variable height
adjustment
As a solution to the interface between
steel construction and reinforced concrete
construction, ISOPRO® steel connectors fit
perfectly into the ISOPRO® family.
ISOPRO® SBM type elements were
developed specially for connecting freely
projecting steel constructions such as
balconies and canopies.
The elements are installed in the shell
as part of reinforcement and concreting
work. Assembly of the steel construction
is carried out at a later date by the steel
workers.
6
ISOPRO® TYPE SBM STEEL CONNECTION
APPLICATION EXAMPLES
ISOPRO® SBM TYPE CONNECTING SITUATIONS
Formwork erection brick work:
Formwork erection brick work with ETICS:
Special design for connection to a wall:
Please contact our
Application Technology
department for further
special constructions.
Phone: +49 (0) 7742 9215-300
Fax: +49 (0) 7742 9215-319
E-mail: technik@h-bau.de
Corner area for h ≥ 200 mm:
180
The following applies for connection in the corner area:
▪▪ Only for ceiling thickness h ≥ 200 mm
▪▪ Element bearing capacity for h - 20 mm
▪▪ Always account for the 20 mm height difference on the on-site
face plate.
≥ 170
20 180
20
NOTES:
≥ 170
7
ISOPRO® TYPE SBM STEEL CONNECTION
DESIGN AND DIMENSIONS
ISOPRO® TYPE SBM 14 Q8 / SBM 14 Q10
895
80
750
60
10
Assembly plate
65
528
430*
M16
15
25*
dia. 8
dia. 10*
70
Pressure plate 65x40x15
165
≤ 240
≤ 260*
Adjustment plate
220
115
dia. 14
180-280
(10 mm steps)
40
27
20
65
*Values for Q10
ISOPRO® TYPE SBM 14 QQ
895
750
528
70
M16
8
165
15
≤ 240
dia. 8
220
Adjustment plate
15
15
dia. 14
40
10
180-280
(10 mm steps)
60
Assembly plate
115
dia. 14
20
80
27
65
ISOPRO® TYPE SBM STEEL CONNECTION
ISOPRO® TYPE SBM 20 Q10 / SBM 20 Q12
1665
1509
dia. 20
60
26
36
919
≤ 250
≤ 270*
528
640*
70
M22
dia. 8
dia. 10*
C
15
25*
220
115
Adjustment plate
15
20*
C(1:5)
165
Assembly plate
15
dia. 20
36
26
80
10
180-280
(10 mm steps)
76
*Values for Q12
MODEL WITH WOODEN ASSEMBLY PLATE
Sample illustration
9
ISOPRO® TYPE SBM STEEL CONNECTION
DIMENSIONING
SYSTEM LENGTH
The system length is measured from the trailing edge of the top plate
lk
V
H
Cleat on-site
h
M
DIMENSIONING TABLE FOR CONCRETE ≥ C20/25
ISOPRO® type SBM 14
Type
SBM 14
Q8
SBM 14
Q10
SBM 14 QQ
SBM 20 Q10
SBM 20 Q12
h = 180 [mm]
-10.1
-9.0
-10.1
9.2
-22.2
11.3
-20.6
11.3
h = 200 [mm]
-11.9
-10.5
-12.0
10.8
-26.3
13.5
-24.4
13.5
h = 220 [mm]
-13.7
-12.1
-13.8
12.4
-30.4
15.6
-28.2
15.6
h = 240 [mm]
-15.5
-13.7
-15.6
14.0
-34.5
17.7
-32.0
17.7
h = 250 [mm]
-16.4
-14.5
-16.5
14.9
-36.5
18.7
-34.0
18.7
h = 260 [mm]
-17.3
-15.3
-17.4
15.7
-38.6
19.8
-35.9
19.8
h = 280 [mm]
-19.1
-16.8
-19.2
17.3
-42.7
21.9
-39.7
21.9
Vertical force VRd [kN]
18.0
30.0
18.0
-12.0
30.0
-12.0
45.0
-12.0
Horizontal force HRd [kN]
±2.5
±4.0
Bending moment
MRd [kNm]
±2.5
±4.0
±6.5
NOTE:
ISOPRO® product definition:
e.g. SBM 14Q8 h200
Element height
Load-bearing capacity
Type designation
10
ISOPRO® type SBM 20
▪▪ The steel construction must be elevated for any deformations
that arise; see page 11.
▪▪ For maximum clearance between expansion joints, see page 12.
▪▪ For maximum installation tolerances, see page 13.
ISOPRO® TYPE SBM STEEL CONNECTION
PLANNING INFORMATION
DEFORMATION FACTORS TAN
ISOPRO® type SBM 14
Type
Deformation
factor
tan []
ISOPRO® type SBM 20
SBM 14 Q8
SBM 14 Q10
SBM 14 QQ
SBM 20 Q10
SBM 20 Q12
h = 180 mm
0.6
0.6
1.0
1.3
1.3
h = 200 mm
0.5
0.5
0.8
1.1
1.1
h = 220 mm
0.5
0.4
0.7
1.0
0.9
h = 240 mm
0.4
0.4
0.6
0.9
0.8
h = 250 mm
0.4
0.4
0.6
0.8
0.8
h = 260 mm
0.4
0.3
0.6
0.8
0.7
h = 280 mm
0.3
0.3
0.5
0.7
0.7
DEFLECTION AND ELEVATION
NOTE
In order to determine the vertical displacement of the steel
construction, the deformation of the ISOPRO® type SBM steel
connection must be superimposed on the deformation of the
connected steel construction.
The values indicated are approximations. These may deviate
depending on the installation situation and assembly. It may
then be necessary to take other influences on deformation into
consideration.
We recommend providing proof in the limit state of suitability for
use (quasi-continuous load combination).
The steel construction must be elevated for the deformation
identified. Please note: The results are rounded up or down in
accordance with the planned drainage.
The amount of elevation derived from the element's deformation is
calculated as follows:
w [mm] = tan · (MEd/MRd) · lk [m] · 10
tan MEd
MRd
lk See table above for deformation factor.
Bending moment for determining the elevation as a result of the ISOPRO ®
element. The proper load combination will be determined by the planners.
Design torque of the ISOPRO ® element in accordance with the
dimensioning table, see page 10
System length [m].
11
ISOPRO® TYPE SBM STEEL CONNECTION
PLANNING INFORMATION
CLEARANCE BETWEEN EXPANSION JOINTS
A balcony plate which is firmly connected with the steel girders
is essential for calculating the maximum permissible clearances
between expansion joints. If the connection between the steel
girders and the coating is designed to enable it to be relocated,
the clearances between the connections that cannot be
relocated become important.
ISOPRO® type SBM 14
Type
SBM 14 Q8
Maximum clearance
between expansion joints [m]
SBM 14 Q10
ISOPRO® type SBM 20
SBM 14 QQ
SBM 20 Q10
≤ 6.0
≤ 4.0
≥ 170
≥ 240
180
20
20
180
ELEMENT AND EDGE CLEARANCES
≥ 170
NOTES:
The following applies for connection in the corner area:
▪▪ Only for ceiling thickness h ≥ 200 mm
▪▪ Element bearing capacity for h - 20 mm
▪▪ Always account for the 20 mm height difference on
the on-site face plate.
▪▪ Reduced clearance between expansion joints
12
≥ 240
SBM 20 Q12
ISOPRO® TYPE SBM STEEL CONNECTION
PLANNING INFORMATION
INSTALLATION TOLERANCES
Initial position = upper edge of slotted hole
Tolerance: +12/-0 mm
Initial position = centre of slotted hole
Tolerance: ±6 mm
Initial position = lower edge of slotted hole
Tolerance: +0/-12 mm
ADJUSTABILITY
The adjustment plate ensures simple and continuously variable height adjustment.
NOTES:
▪▪ These tolerances must be indicated to the operators in the
detail and working drawings
▪▪ The construction management is responsible for testing the
actual shell dimensions and forwarding them to the steel
workers
▪▪ The dimensional tolerances in accordance with DIN 18201,
18202 and 18203 must be complied with
13
ISOPRO® TYPE SBM STEEL CONNECTION
ON-SITE REINFORCEMENT
ISOPRO® TYPE SBM 14 Q8
2 dia. 14
Assembly plate
≥ 100
▪▪ Connection reinforcement for 2 dia. 14 tensile rods, design in accordance with DIN EN 1992-1-1
▪▪ Constructional transverse reinforcement in accordance with DIN EN 1992-1-1
ISOPRO® TYPE SBM 14 QQ
≥ 800
Assembly plate
≥ 300
2 dia. 14
Stirrup 2
dia. 6
▪▪ Connection reinforcement for 2 dia. 14 tensile rods, design in accordance with DIN EN 1992-1-1
▪▪ Constructional transverse reinforcement in accordance with DIN EN 1992-1-1
▪▪ Arrange the stirrups on the element at least dia. 6 from edge banding
▪▪ Required connection reinforcement of compression struts for planned uplift loads in accordance with details provided by the
structural engineer
▪▪ Additional reinforcement in the area of the slot in accordance with details provided by the structural engineer
14
ISOPRO® TYPE SBM STEEL CONNECTION
ON-SITE REINFORCEMENT
ISOPRO® TYPE SBM 20 Q10 / SBM 20 Q12
Pos. 1
or pos. 3
Assembly plate
Pos. 2
or pos. 4
≥ 1000
≥ 300
4 dia. 14
▪▪ Connection reinforcement for 4 dia. 14 tensile rods, design in accordance with DIN EN 1992-1-1
▪▪ Bracket reinforcement dependent on slot length
≥205
≥205
≥205
≥205
≥205
≥205
≥205
≥205
100
100
100
H-40
H-40
100
≥205
≥205
≥205
Pos. 3: 15 dia. 6/6
Pos. 4: 6 dia. 6/6
100
100
≥205
≥205
100
Pos. 4
H-40
H-40
H-40
100
H-40
21 dia. 6/6
Pos. 1: 2x 15 dia. 6/6
Pos. 2: 2x 6 dia. 6/6
≥205
≥205
Variant 4
Pos. 3
100
H-40
H-40
≥205 ≥205
≥205
Variant 3
Pos. 3, Pos. 4
Pos. 2
100
≥205
≥205
≥205
≥205
H-40
2x 21 dia. 6/6
100
100
H-40
H-40
Variant 2
Pos. 1
H-40
Variant 1
Pos. 1, Pos. 2
≥205
▪▪ Connection reinforcement of compression struts for planned uplift loads in accordance with details provided by the
structural engineer
▪▪ For uplift loads, arrange the stirrups on the element at least dia. 6 from edge banding
▪▪ Additional reinforcement in the area of the slot in accordance with details provided by the structural engineer
15
ISOPRO® TYPE SBM STEEL CONNECTION
ON-SITE FACE PLATE
NOTES:
▪▪ A support cleat for transmitting lateral forces is always required
▪▪ Apply corrosion protection following welding
▪▪ Material and dimensions (1) and t) in accordance with details provided by the structural engineer
▪▪ Take into account the open grip length for the max. top plate thickness
▪▪ DXF files are available for download at: www.h-bau.com
ISOPRO® TYPE SBM 14 Q8 / SBM 14 Q10
1)
1)
70
t
28
18
15
5
1)
4
5
28 17
40
120
4
10
31
X
4
4 Welded tight
18
1)
1)
115
Element height [mm]
180
200
220
240
250
260
280
Distance between holes
x [mm]
113
133
153
173
183
193
213
Open grip length: 30 mm.
ISOPRO® TYPE SBM 14 QQ
1)
1)
70
t
28
18
15
18
5
1)
10
4
5
28 17
40
120
4
4 Welded tight
4
1)
Element height [mm]
Distance between holes
x [mm]
Open grip length: 30 mm.
16
115
10
5
10
51
X
4
4
1)
180
200
220
240
250
260
280
113
133
153
173
183
193
213
ISOPRO® TYPE SBM STEEL CONNECTION
ON-SITE FACE PLATE
ISOPRO® TYPE SBM 20 Q10 / SBM 20 Q12
1)
t
1)
70
15
24
5
1)
10
4
34 18
40
120
4
5
4 Welded tight
5
10
61
X
4
34
24
4
1)
115
10
1)
4
Cleat for absorbing
uplift loads
Element height [mm]
180
200
220
240
250
260
280
Distance between holes
x [mm]
108
128
148
168
178
188
208
Open grip length: 35 mm.
17
ISOPRO® TYPE SBQ STEEL CONNECTION
ISOPRO®
Type SBQ
STEEL CONNECTION
FOR SUPPORTED
ELEMENTS
THE PRODUCT
BENEFITS
THE APPLICATION
The ISOPRO® SBQ type thermal insulation
element structurally connects supported
steel constructions with reinforced
concrete structural components.
At the same time, its excellent thermal
properties resolve the problem of thermal
bridging – a key issue in building
engineering physics – at this transition.
The element comprises an EPS insulating
body with extremely low thermal
conductivity and a structurally effective
stainless steel truss construction.
Both positive lateral forces and horizontal
forces can be transmitted.
▪▪ General technical approval
No. Z-15.7-313
▪▪ Design values established in the
approval
▪▪ Reduction of thermal bridging in
accordance with DIN 4108-2 and EnEV
▪▪ Simple and secure assembly by means
of continuously variable height
adjustment
As a solution to the interface between
steel construction and reinforced concrete
construction, ISOPRO® steel connectors fit
perfectly into the ISOPRO® family.
ISOPRO® SBQ type elements were
developed specially for connecting
supported steel constructions such as
balconies and canopies.
The elements are installed in the shell
as part of reinforcement and concreting
work. Assembly of the steel construction
is carried out at a later date by the steel
workers.
18
ISOPRO® TYPE SBQ STEEL CONNECTION
APPLICATION EXAMPLES
ISOPRO® SBQ TYPE CONNECTION SITUATIONS
For formwork erection brick work with ETICS:
For formwork erection brick work:
Special design for connection to a wall:
Please contact our
Application Technology
department for further
special constructions.
Phone: +49 (0) 7742 9215-300
Fax: +49 (0) 7742 9215-319
E-mail: technik@h-bau.de
≥240
NOTE:
180
The following applies for connection in the corner area:
▪▪ Only for ceiling thickness h ≥ 200 mm
▪▪ Always account for the 20 mm height difference on the on-site
face plate.
≥170
20 180
20
Corner area for h ≥ 200 mm:
≥170
19
ISOPRO® TYPE SBQ STEEL CONNECTION
DESIGN AND DIMENSIONS
ISOPRO® TYPE SBQ 8
80
dia. 8
180-280
(10 mm steps)
40
30
60
10
15
15
65
15
Adjustment plate
M16
Pressure plate 40x40x15
165
Assembly plate
220
115
528
≤ 240
26
65
ISOPRO® TYPE SBQ 10
20
M16
dia. 12
60
65
25
20
15
Pressure plate 40x40x15
165
220
115
Adjustment plate
612
10
Assembly plate
≤ 258
20
80
180-280
(10 mm steps)
40
26
65
ISOPRO® TYPE SBQ STEEL CONNECTION
DESIGN AND DIMENSIONS
ISOPRO® TYPE SBQ 12
dia. 12
B(1:5)
60
65
30
20
15
M16
Pressure plate
40x40x15
165
220
115
Adjustment plate
B
742
12
Assembly plate
≤ 265
20
80
180-280
(10 mm steps)
26
40
65
MODEL WITH WOODEN ASSEMBLY PLATE
Sample illustration
21
ISOPRO® TYPE SBQ STEEL CONNECTION
DIMENSIONING
SYSTEM LENGTH
The system length is measured from the trailing edge of the top plate
lk
Cleat on-site
h
V
DIMENSIONING TABLE FOR CONCRETE ≥ C20/25
Type
ISOPRO® type SBQ 8
ISOPRO® type SBQ 10
Height h [mm]
ISOPRO® type SBQ 12
180-280
Vertical force VRd [kN]
30.4
51.8
62.5
Horizontal force HRd [kN]
±2.5
±4.0
±5.5
NOTE:
ISOPRO® product definition:
e.g. SBQ 10 h200
▪▪ For maximum clearance between expansion joints, see page 23.
▪▪ For maximum installation tolerances, see page 23.
Element height
Load-bearing capacity
Type designation
22
ISOPRO® TYPE SBQ STEEL CONNECTION
PLANNING INFORMATION
CLEARANCE BETWEEN EXPANSION JOINTS
A balcony plate which is firmly connected with the steel girders
is essential for calculating the maximum permissible clearances
between expansion joints. If the connection between the steel
girders and the coating is designed to enable it to be relocated,
the clearances between the connections that cannot be
relocated become important.
Type
ISOPRO® type SBQ 8 / SBQ 10
ISOPRO® type SBQ 12
Maximum clearance between
expansion joints [m]
≤ 6.0
≤ 4.0
≥170
≥240
180
20 20
180
ELEMENT AND EDGE CLEARANCES
≥170
≥240
INSTALLATION TOLERANCES
Initial position = upper edge of slotted hole
Tolerance: +12/-0 mm
Initial position = centre of slotted hole
Tolerance: ±6 mm
Initial position = lower edge of slotted hole
Tolerance: +0/-12 mm
ADJUSTABILITY
NOTES:
The adjustment plate ensures simple and continuously variable
height adjustment; see page 13.
▪▪ These tolerances must be indicated to the operators in the
detail and working drawings
▪▪ The construction management is responsible for testing the
actual shell dimensions and forwarding them to the steel
workers
▪▪ The dimensional tolerances in accordance with DIN 18201,
18202 and 18203 must be complied with
23
ISOPRO® TYPE SBQ STEEL CONNECTION
ON-SITE REINFORCEMENT & FACE PLATE
NOTES:
▪▪ A support cleat for transmitting lateral forces is always required
▪▪ Apply corrosion protection following welding
▪▪ Material and dimensions (1) and t) in accordance with details provided by the structural engineer
▪▪ Take into account the open grip length of 30 mm for the max. top plate thickness
▪▪ DXF files are available for download at: www.h-bau.com
ON-SITE REINFORCEMENT ISOPRO® TYPE SBQ
Assembly plate
≥ 100
The constructive stirrup 2 dia. 8 is available ex-works.
No additional reinforcement is required as a result of the SBQ element.
ON-SITE FACE PLATE ISOPRO® TYPE SBQ
t
15
28 17
40
120
10
31
4
18
1)
24
115
1)
4
5
1)
4
5
4
Welded tight
ISOPRO® TYPE SBQ STEEL CONNECTION
25
ISOPRO® TYPE HBM WOOD CONNECTION
ISOPRO®
type HBM
WOOD CONNECTION FOR
OVERHANGING
ELEMENTS
THE PRODUCT
BENEFITS
THE APPLICATION
The ISOPRO® HBM type thermal
insulation element structurally connects
freely projecting wooden constructions
with reinforced concrete structural components. At the same time, its excellent
thermal properties resolve the problem of
thermal bridging – a key issue in building
engineering physics – at this transition.
The element comprises an EPS insulating
body with extremely low thermal
conductivity and a structurally effective
stainless steel truss construction.
Bending moments, lateral forces and
horizontal forces are transmitted.
▪▪ General technical approval
No. Z-15.7-313
▪▪ Reduction of thermal bridging in
accordance with DIN 4108-2 and EnEV
▪▪ Simple and secure assembly by means
of continuously variable height
adjustment
As a solution to the interface between
wooden constructions and reinforced
concrete constructions, ISOPRO® wood
connectors fit perfectly into the ISOPRO®
family.
ISOPRO® HBM type elements were
developed specifically for connecting
freely projecting wooden constructions
such as balconies and canopies.
The elements are installed in the shell
as part of reinforcement and concreting
work. Assembly of the wooden
construction is carried out at a later date
by the carpenters.
26
ISOPRO® TYPE HBM WOOD CONNECTION
APPLICATION EXAMPLES
ISOPRO® TYPE HBM CONNECTION SITUATIONS
Formwork erection brick work:
Formwork erection brick work with ETICS:
Special design for connection to a wall:
Please contact our
Application Technology
department for further
special constructions.
Phone: +49 (0) 7742 9215-300
Fax: +49 (0) 7742 9215-319
E-mail: technik@h-bau.de
Corner area:
180
The following applies for connection in the corner area:
▪▪ The 20 mm height difference for timber framing must be taken
into account.
≥ 170
20 180
20
NOTES:
≥ 170
27
ISOPRO® TYPE HBM WOOD CONNECTION
DESIGN AND DIMENSIONS
ISOPRO® TYPE HBM 14 Q8
dia. 14
The wood connection consists of an ISOPRO® type SBM 14 Q8 h180 element (see page 8) and a galvanised connection strut.
The relevant dowel rods must be added on site.
Assembly plate
Adjustment plate
dia. 8
Pressure plate 65x40x15
ISOPRO ® type SBM 14 Q8 h180 element
60
60
60
120
36
180
Ø13
26
64.5
36
160
36
26
20
320
15 15
350
75
70
75
180
40
50
120
50
52.5
115
52.5
10
19.5 28
64.5
180
160
75.5
18
220
Connection strut
28
28 19.5
105
85
10
10
105
220
ISOPRO® TYPE HBM WOOD CONNECTION
DIMENSIONING
SYSTEM LENGTH
The system length is measured from the trailing edge of the top plate
lk
V
H
h
M
DIMENSIONING TABLE FOR USAGE CLASS 2, LOAD DURATION CLASS MEDIUM
Wooden balcony height h 180 - 240 mm
Wooden
balcony width
w = 120 mm
C24 softwood
GL24c laminated timber
C30 softwood
GL28c laminated timber
MRd [kNm]
VRd [kN]
HRd [kN]
MRd [kNm]
VRd [kN]
HRd [kN]
-6.33
10.10
±2.5
-6.77
10.10
±2.5
w = 140 mm
-7.01
10.10
±2.5
-7.53
11.10
±2.5
w = 160 mm
-7.75
10.10
±2.5
-8.34
10.10
±2.5
Example dimensioning on the basis of DIN EN 1995-1-1
NOTE:
▪▪ The wooden construction must be elevated for any deformations that arise; see page 30.
▪▪ For maximum clearance between expansion joints, see page 31.
▪▪ For maximum installation tolerances, see page 31.
▪▪ Minimum wooden balcony dimensions w x h = 120 x 180 mm
▪▪ On-site dowel rods, 16 pcs, dia. 12, galvanised S235
▪▪ Structural certification must be provided for the connecting components
29
ISOPRO® TYPE HBM WOOD CONNECTION
PLANNING INFORMATION
DEFORMATION FACTORS TAN
ISOPRO® type HBM 14Q8
Deformation factor tan
[]
0.60
DEFLECTION AND ELEVATION
NOTE:
In order to determine the vertical displacement of the wooden
construction, the deformation of the ISOPRO® type HBM steel
connection must be superimposed on the deformation of the
connected wooden construction.
The values indicated are approximations. These may deviate
depending on the installation situation and assembly. It may
then be necessary to take other influences on deformation into
consideration.
We recommend providing proof in the limit state of suitability for
use (quasi-continuous load combination).
The wooden construction must be elevated for the deformation
identified. Please note: The results are rounded up or down in
accordance with the planned drainage.
The amount of elevation derived from the element's deformation is
calculated as follows:
w [mm] = tan · (MEd/MRd) · lk [m] · 10
tan MEd
MRd
lk 30
See table above for deformation factor.
Bending moment for determining the elevation as a result of the ISOPRO ®
element. The proper load combination will be determined by the planners.
Design torque of the ISOPRO ® element in accordance with the
dimensioning table.
System length [m].
ISOPRO® TYPE HBM WOOD CONNECTION
PLANNING INFORMATION
CLEARANCE BETWEEN EXPANSION JOINTS
A balcony plate which is firmly connected with the wooden
girders is essential for calculating the maximum permissible
clearances between expansion joints. If the connection between
the wooden girders and the coating is designed to enable it to be
relocated, the clearances between the connections that cannot be
relocated become important.
ISOPRO® type HBM 14Q8
Maximum distance between expansion joints
≤ 6.0 m
≥170
≥240
180
20 20
180
ELEMENT AND EDGE CLEARANCES
≥170
≥240
INSTALLATION TOLERANCES
Initial position = upper edge of slotted hole
Tolerance: +12/-0 mm
Initial position = centre of slotted hole
Tolerance: ±6 mm
Initial position = lower edge of slotted hole
Tolerance: +0/-12 mm
ADJUSTABILITY
NOTES:
The adjustment plate ensures simple and continuously variable
height adjustment; see page 13.
▪▪ These tolerances must be indicated to the operators in the
detail and working drawings
▪▪ The construction management is responsible for testing the actual shell dimensions and forwarding them to the carpenters
▪▪ The dimensional tolerances in accordance with DIN 18201,
18202 and 18203 must be complied with
31
ISOPRO® TYPE HBM WOOD CONNECTION
ON-SITE REINFORCEMENT
ISOPRO® TYPE HBM 14 Q8
2 dia. 14
Assembly plate
≥ 100
▪▪ Connection reinforcement for 2 dia. 14 tensile rods, design in accordance with DIN EN 1992-1-1
▪▪ Constructional transverse reinforcement in accordance with DIN EN 1992-1-1
32
ISOPRO® TYPE HBM WOOD CONNECTION
33
ISOPRO® TYPE HBQ WOOD CONNECTION
ISOPRO®
type HBQ
WOOD CONNECTION
FOR SUPPORTED
ELEMENTS
THE PRODUCT
BENEFITS
THE APPLICATION
The ISOPRO® SBQ type thermal insulation
element structurally connects supported
wooden constructions with reinforced
concrete structural components.
At the same time, its excellent thermal
properties resolve the problem of thermal
bridging – a key issue in building
engineering physics – at this transition.
The element comprises an EPS insulating
body with extremely low thermal
conductivity and a structurally effective
stainless steel truss construction.
Both positive lateral forces and horizontal
forces can be transmitted.
▪▪ General technical approval
No. Z-15.7-313
▪▪ Reduction of thermal bridging in
accordance with DIN 4108-2 and EnEV
▪▪ Simple and secure assembly by means
of continuously variable height
adjustment
As a solution to the interface between
wooden constructions and reinforced
concrete constructions, ISOPRO® wood
connectors fit perfectly into the ISOPRO®
family.
ISOPRO® HBQ type elements were
developed specially for connecting
supported wooden constructions such as
balconies and canopies.
The elements are installed in the shell
as part of reinforcement and concreting
work. Assembly of the wooden
construction is carried out at a later date
by the carpenters.
34
ISOPRO® TYPE HBQ WOOD CONNECTION
APPLICATION EXAMPLES
ISOPRO® TYPE HBQ CONNECTION SITUATIONS
Formwork erection brick work:
Formwork erection brick work with ETICS:
Special design for connection to a wall:
Please contact our
Application Technology
department for further
special constructions.
Phone: +49 (0) 7742 9215-300
Fax: +49 (0) 7742 9215-319
E-mail: technik@h-bau.de
≥240
Corner area:
180
The following applies for connection in the corner area:
▪▪ The 20 mm height difference for timber framing must be taken
into account.
≥ 170
20 180
20
NOTES:
≥ 170
35
ISOPRO® TYPE HBQ WOOD CONNECTION
DESIGN AND DIMENSIONS
ISOPRO® TYPE HBQ 10
The wood connection consists of an ISOPRO® type SBQ 10 h180 element (see page 20) and a galvanised connection strut.
The relevant dowel rods must be added on site.
80
612
≤ 258
dia. 12
26
20
65
40
10
180
60
65
20
15
220
115
25
Adjustment plate
M16
165
Assembly plate
Pressure plate 40x40x15
ISOPRO ® type SBQ 10 h180 element
60
60
60
120
36
180
Ø13
26
64.5
36
160
36
26
20
320
15 15
350
70
75
180
40
50
120
50
52.5
115
52.5
10
220
Connection strut
36
19.5 28
64.5
180
160
75.5
18
28 19.5
75
105
85
10
10
105
220
ISOPRO® TYPE HBQ WOOD CONNECTION
DIMENSIONING
SYSTEM LENGTH
The system length is measured from the trailing edge of the top plate
lk
h
V
DIMENSIONING TABLE FOR USAGE CLASS 2, LOAD DURATION CLASS MEDIUM
Wooden
balcony
wxh
[mm]
w = 120
C24 softwood
C30 softwood
GL24c laminated timber
GL28c laminated timber
VRd [kN]
VRd [kN]
h = 180
h = 200
h = 220
h = 240
h = 180
h = 200
h = 220
h = 240
16.32
18.14
19.95
21.76
20.40
22.60
24.74
24.74
w = 140
19.29
21.43
23.58
25.72
24.11
26.78
27.15
27.15
w = 160
22.26
24.73
27.21
29.68
27.81
29.79
29.79
29.79
HRd [kN]
±2.5
Example dimensioning on the basis of DIN EN 1995-1-1
NOTE:
▪▪ For maximum clearance between expansion joints, see page 38.
▪▪ For maximum installation tolerances, see page 38.
▪▪ Minimum wooden balcony dimensions w x h = 120 x 180 mm
▪▪ On-site dowel rods, 16 pcs, dia. 12, galvanised S235
▪▪ Structural certification must be provided for the connecting components
37
ISOPRO® TYPE HBQ WOOD CONNECTION
PLANNING INFORMATION
CLEARANCE BETWEEN EXPANSION JOINTS
A balcony plate which is firmly connected with the wooden girders
is essential for calculating the maximum permissible clearances
between expansion joints. If the connection between the wooden
girders and the coating is designed to enable it to be relocated,
the clearances between the connections that cannot be relocated
become important.
ISOPRO® type HBM 14Q8
Maximum distance between expansion joints [m]
≤ 6.0
≥170
≥240
180
20 20
180
ELEMENT AND EDGE CLEARANCES
≥170
≥240
INSTALLATION TOLERANCES
Initial position = upper edge of slotted hole
Tolerance: +12/-0 mm
Initial position = centre of slotted hole
Tolerance: ±6 mm
Initial position = lower edge of slotted hole
Tolerance: +0/-12 mm
ADJUSTABILITY
NOTES:
The adjustment plate ensures simple and continuously variable
height adjustment; see page 13.
▪▪ These tolerances must be indicated to the operators in the
detail and working drawings
▪▪ The construction management is responsible for testing
the actual shell dimensions and forwarding them to the
carpenters
▪▪ The dimensional tolerances in accordance with DIN 18201,
18202 and 18203 must be complied with
38
ISOPRO® TYPE HBQ WOOD CONNECTION
ON-SITE REINFORCEMENT
ISOPRO® TYPE HBQ 10 ON-SITE REINFORCEMENT
Assembly plate
≥ 100
The constructive stirrup 2 dia. 8 is available ex-works.
No additional reinforcement is required as a result of the SBQ element.
39
ISOPRO® STEEL AND WOOD CONNECTION
A SERVICE FOR BUILDING THE FUTURE:
WE ARE ALWAYS THERE FOR YOU.
You can rely on our excellent service: We accompany you through every phase of the project – either over the phone, online or in
person, directly at your site. As a true partner, we place special value on offering our customers added value – allow yourself to be
convinced by our comprehensive range of services.
READY TO GO:
OUR TENDER DOCUMENTS.
Our ready-made tender documents can
be quickly and easily embedded in your
tender program, e.g. with the tender
managers at www.ausschreiben.de or
www.heinze.de
EVERYTHING ONLINE:
OUR DOWNLOAD CENTRE.
All brochures, test reports, approvals, our
latest price list and much more are
available for download at
www.h-bau.de/download
FOR PLANNING AND APPLICATION:
OUR VIDEOS AND SOFTWARE.
In addition to our installation and
reference films, we also provide you
with various software solutions, such as
calculation programs, free of charge on
our website.
HOTLINES
Individual support in the planning and
implementation of projects:
APPLICATION TECHNOLOGY
Hotline: +49 7742 9215-300
Email: technik@h-bau.de
40
Answers to any questions regarding
delivery times, shipping, sales prices and
the complete processing of your orders:
DISTRIBUTION GERMANY
Hotline: +49 7742 9215-200
Email: vertrieb@h-bau.de
ISOPRO® STEEL AND WOOD CONNECTION
INDIVIDUAL:
OUR SPECIAL CONSTRUCTIONS.
Were you unable to find what you were
looking for in our wide range of products
and services? Our engineers and
applications engineers will develop
individual product solutions on request to
meet your needs.
FROM PERSON TO PERSON:
OUR NETWORK OF CONSULTANTS.
Get the answers to your technical
questions face-to-face at your site: Our
consultant engineers will be happy to
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Answers to any questions regarding
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the complete processing of your orders at
an international level:
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Subscribe to our newsletter and you will
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about our product innovations, trade
shows and current trends in the sector.
HEAD OFFICE
Hotline: +49 7742 9215-0
Email: info@h-bau.de
41
ISOPRO® STEEL AND WOOD CONNECTION
CONTACTS TO HELP BUILD THE FUTURE:
WE WILL BE WHEREVER YOU ARE.
Thanks to our global sales network, expert specialist advisors are available to you on a national level and on an international level. If no
contact partner is listed for your country, contact our Head Office in Klettgau – we will be happy to provide you with further assistance.
HEADQUARTER
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Am Güterbahnhof 20
D-79771 Klettgau
Phone: +49 7742 9215-0
Fax: +49 7742 9215-129
Email: info@h-bau.de
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42
J&P-BUILDING SYSTEM
Our products are sold in Germany
exclusively through the following
subsidiaries of J&P-Bautechnik
Vertriebs GmbH:
ESSEN
J&P-Bautechnik Vertriebs GmbH
Fundlandstraße 29
D-45326 Essen
Phone: +49 201 289660
Fax:
+49 201 2896620
Email: essen@jp-bautechnik.de
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J&P-Bautechnik Vertriebs GmbH
Lechstraße 21
D-90451 Nürnberg
Phone: +49 911 6427808
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Email: nuernberg@jp-bautechnik.de
MANNHEIM
J&P-Bautechnik Vertriebs GmbH
Markircher Straße 14
D-68229 Mannheim
Phone: +49 621 4840340
Fax: +49 621 4840344
Email: mannheim@jp-bautechnik.de
You are also welcome to directly contact
our Head Office in Klettgau. You can find
further information about
J&P-Bautechnik Vertriebs GmbH at
www.jp-bautechnik.de
ISOPRO® STEEL AND WOOD CONNECTION
PARTNERS WORLDWIDE
SWITZERLAND
JORDAHL H-BAU AG
Zürichstrasse 38a
CH-8306 Brüttisellen / Zürich
Phone: +41 44 8071717
Fax: +41 44 8071718
Email: info@jordahl-hbau.ch
AUSTRIA
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Österreich GmbH
Straubingstrasse 19
A-4030 Linz, Österreich
Phone: +43 732 321900
Fax: +43 732 321900-99
Email: office@jordahl-hbau.at
FRANCE
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Siège
7 rue des Vallières Sud
F-25220 Chalezeule
Phone: +33 381 250465
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NETHERLANDS
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Phone: +45 98 631939
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Fax:
+44 1844 263257
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ANCORARE S.R.L
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ES-28700 Madrid
Phone: +34 91 659 3185
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No. 48 Toh Guan Road East
#08-104 Enterprise Hub
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Fax: +65 6569 5286
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Disclaimer
1. This work and all its parts are protected by copyright law. The use of this work shall not be permitted
without the agreement of H-BAU Technik GmbH.
2. All texts and diagrams in this printed product
have been developed and compiled with the utmost
care and serve to provide preliminary information.
Nevertheless, errors cannot be completely excluded.
The publisher shall assume no liability, irrespective of
the legal grounds for this. Previous documents shall
become invalid with the issue of this document.
43
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Am Güterbahnhof 20
79771 Klettgau, Germany
Phone: +49 (0) 7742 9215-0
Fax: +49 (0) 7742 9215-129
E-mail: info@h-bau.de