The Hybrid-Flatslab (HYB-F-BSH) consists of the concrete level above and the glulam floorboards below. With this Hybrid-Flatslab solution, the shear bond between the two materials is created linearly by means of notches in the wood. This also ensures that the concrete takes on the load distribution in the transverse direction, giving the floor a biaxial load-bearing effect. This type of connection offers an economically interesting solution with a low timber component thickness. This combination allows the flat slab to be streched up to 8.50 m with a panel width of up to 2.40 m.

HYB-F-BSH in detail

Hybrid-Flatslab with glulam floorboards

Key Data

B
element width up to 240.00 cm
H
element height
HBSH
glulam floorboards height variabel
HB
concrete thickness variabel
concrete quality
C30/37

Extract from the table of values

Other combinations and sizes are of course also possible!
Austria

single span girder, B=240.00 cm, concrete C30/37

Utilisation class, load and partition wall surchargespan [m]BSH-thickness [cm]concrete thickness [cm]total thickness[cm] mass per unit area [kg/m²] 

Office building

(utilization class: B2/q=3,0 kN)
incl. 2,0 kN floor construction
and 1,0 kN partition wall surcharge

5,8012820,00250,00
6,2014822,00260,00
6,8016824,00270,00
7,4018826,00275,00
6,00121022,00300,00
6,50141024,00310,00
7,10161026,00320,00
7,70181028,00330,00
8,70201030,00335,00
6,35121224,00350,00
6,90141226,00360,00
7,45161228,00370,00
8,00181230,00375,00
8,55201232,00380,00
8,30181432,00420,00
8,80201434,00430,00

Residential building/hotel

(utilization class: A1/q=2.0 kN)
incl. 2,0 kN floor construction
and 1,0 kN partition wall surcharge

5,7512820,00250,00
6,3014822,00260,00
6,9016824,00270,00
7,5018826,00275,00
6,10121022,00300,00
6,60141024,00310,00
7,20161026,00320,00
7,80181028,00330,00
8,80201030,00335,00
6,45121224,00350,00
7,00141226,00360,00
7,55161228,00370,00
8,10181230,00375,00
8,60201232,00380,00
8,40181432,00420,00
8,90201434,00430,00
 
Germany

single span girder, B=240.00 cm, concrete C30/37

Utilisation class, load and partition wall surchargespan [m]BSH-thickness [cm] concrete thickness [cm] total thickness [cm] mass per unit area [kg/m²] 

Office building

(utilization class: B2/q=3,0 kN)
inkc. 2,0 kN floor construction
and 1,0 kN partition wall surcharge

5,3012820,00250,00
5,8014822,00260,00
6,4016824,00270,00
7,0018826,00275,00
5,60121022,00300,00
6,10141024,00310,00
6,60161026,00320,00
7,20181028,00330,00
8,00201030,00335,00
6,30121224,00350,00
6,50141226,00360,00
7,00161228,00370,00
7,50181230,00375,00
8,00201232,00380,00
7,80181432,00420,00
8,30201434,00430,00

Residential building/hotel

(utilization class: A1/q=2,0 kN)
incl. 2,0 kN floor construction
and 1,0 kN partition wall surcharge

5,4012820,00250,00
5,8514822,00260,00
6,4016824,00270,00
7,0018826,00275,00
5,70121022,00300,00
6,15141024,00310,00
6,70161026,00320,00
7,30181028,00330,00
8,15201030,00335,00
6,30121224,00350,00
6,50141226,00360,00
7,00161228,00370,00
7,50181230,00375,00
8,05201232,00380,00
7,80181432,00420,00
8,30201434,00430,00

Possible combinations

OBERNDORFER double wall
Timber-frame
Cross Laminated Timber
DELTABEAM Slim Floor
Bricks

Characteristics

ideal connections to concrete
Low element weight – more m2 on 1 truck
Building services can be integrated
Can be moved without support
Reduced Weather risk
Fast assembly
Dry assembly
References

Our products in action

Contact

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