Technical information

 

Technical specifications

of ceilings

TERIVA 4,0/1

(with hollow concrete blocks)

TERIVA LIGHT 4,0/1

(with EPS blocks)

TERIVA LIGHT 4,0/2

(with EPS blocks)

TERIVA LIGHT 4,0/3

(with EPS blocks)

TERIVA LIGHT 6,0

(with EPS blocks)

TERIVA LIGHT 8,0

(with EPS blocks)

Joist length, m

1,8 7,2 m

1,8 7,2 m

1,80 8,0 m

1,8 8,6 m

1,8 7,8 m

1,8 7,2 m

Top concrete layer

thickness

4 cm

4 cm

4 cm

4 cm

4 cm

4 cm

Minimal class of top concrete

С 20/25

С 20/25

С 20/25

С 20/25

С 20/25

С 20/25

Ceiling construction

height

24 cm

24 cm

30 cm

34 cm

34 cm

34 cm

Minimal joist support

on stonework

10 cm

10 cm

10 cm

10 cm

10-12 cm

10-12 cm

Input of monolithic concrete per 1 m2 of ceiling (without separating ribs and concrete ring beam)

0,07 m3

0,07 m3

0,09 m3

0,10 m3

0,12 m3

0,12 m3

Fire resistance with concrete and lime plaster of 1,5 cm thickness

up to2 h

up to2 h

up to2 h

up to2 h

up to2 h

up to2 h

Gross ceiling load

per 1 m2

670 kg

670 kg

715 kg

740 kg

1000 kg

1200 kg

Load without own construction weight

per 1 m2

400 kg

480 kg

480 kg

480 kg

740 kg

940 kg

Mass of 1 m2

per ceiling

270 kg

190 kg

235 kg

260 kg

260 kg

260 kg

Technical specifications of TERIVA

Length, The truss uses reinforcement additional over the Joist truss type
m binding (Nr.4) top bar (Nr.1a) bottom bar (Nr.1) 1 additional bar (Nr.2) length , m 2 additional bar (Nr.3) length , m length of the truss
1.80 2Ø5 1Ø8 2Ø6 KJ 4,0/1
2.00 2Ø5 1Ø8 2Ø6
2.20 2Ø5 1Ø8 2Ø6
2.40 2Ø5 1Ø8 2Ø6
2.60 2Ø5 1Ø8 2Ø6
2.80 2Ø5 1Ø8 2Ø6
3.00 2Ø5 1Ø8 2Ø6 1Ø6 1.04
3.20 2Ø5 1Ø8 2Ø6 1Ø6 1.64
3.40 2Ø5 1Ø8 2Ø6 1Ø6 1.84
3.60 2Ø5 1Ø8 2Ø6 1Ø6 2.24 1Ø6 1.24
3.80 2Ø5 1Ø8 2Ø6 1Ø6 2.64 1Ø6 1.84
4.00 2Ø5 1Ø8 2Ø6 1Ø6 2.84 1Ø6 2.04
4.20 2Ø5 1Ø8 2Ø8 1Ø6 1.84
4.40 2Ø5 1Ø8 2Ø8 1Ø6 2.44 1Ø6 1.24
4.60 2Ø5 1Ø8 2Ø8 1Ø6 3.04 1Ø6 1.64
4.80 2Ø5 1Ø8 2Ø8 1Ø6 3.24 1Ø8 2.44
5.00 2Ø5 1Ø8 2Ø8 1Ø6 3.44 1Ø8 2.64
5.20 2Ø5 1Ø8 2Ø8 1Ø8 3.64 1Ø8 2.84
5.40 2Ø5 1Ø8 2Ø10 1Ø6 3.04 1Ø6 1.84
5.60 2Ø5 1Ø8 2Ø10 1Ø8 3.44 1Ø8 2.44
5.80 2Ø5 1Ø8 2Ø10 1Ø8 1.44 1Ø10 3.84
6.00 2Ø5 1Ø8 2Ø10 1Ø10 4.44 1Ø10 3.24
6.20 2Ø5 1Ø8 2Ø10 1Ø8 3.84 1Ø8 2.24
6.40 2Ø5 1Ø8 2Ø10 1Ø10 4.44 1Ø10 2.44
6.60 2Ø5 1Ø8 2Ø10 1Ø10 4.64 1Ø10 2.24
6.80 2Ø5 1Ø8 2Ø10 1Ø10 4.84 1Ø10 2.84
7.00 2Ø5 1Ø8 2Ø10 1Ø10 3.84 1Ø10 2.24 1Ø10
7.20 2Ø5 1Ø8 2Ø10 1Ø10 5.24 1Ø10 2.44 1Ø10
7.40 2Ø5 1Ø8 2Ø10 1Ø10 4.64 1Ø10 3.04 1Ø10 KJ 4,0/3
7.60 2Ø5 1Ø8 2Ø10 1Ø10 5.24 1Ø10 3.64 1Ø12
7.80 2Ø5 1Ø8 2Ø10 1Ø10 5.04 1Ø10 3.84 1Ø14
8.00 2Ø5 1Ø8 2Ø10 1Ø8 3.64 1Ø10 5.64 1Ø8
8.20 2Ø5 1Ø8 2Ø10 1Ø10 5.84 1Ø10 4.24 1Ø8
8.40 2Ø5 1Ø8 2Ø10 1Ø10 5.24 1Ø10 3.64 1Ø10
8.60 2Ø5 1Ø8 2Ø10 1Ø10 5.44 1Ø10 3.04 1Ø12

Note:
Additional reinforcement of TERIVA joist on the construction site is possible if required.

Reinforcement of joists

TERIVA ceilings support on walls parallel to joists Detail 1.pdf 

Detail 1.dwg

Supporting the TERIVA ceiling on the wall Detail 2.pdf

Detail 2.dwg

Reinforcements inside the TERIVA ceiling under the walls of an upper floor Detail 3.pdf

Detail 3.dwg

TERIVA assembly in reconstruction Detail 4.pdf

Detail 4.dwg

TERIVA ceiling system and metal profiles Detail 5.pdf

Detail 5.dwg

Load distribution beam, detail around chimneys Detail 6.pdf

Detail 6.dwg

Staircase opening options Detail 7.pdf

Detail 7.dwg

TERIVA joists as a cantilevers, stair mounting detail Detail 8.pdf

Detail 8.dwg

nstallation of heated floor on TERIVA ceiling Detail 9.pdf

Detail 9.dwg

Cutting of hollow concrete block T-600 B and placing on the wall Detail 10.pdf

Detail 10.dwg

Cutting EPS block T-600 L/01 and placing on the wall Detail 11.pdf

Detail 11.dwg

Reinforcement of a joist-ends, that are longer then 6.0m Detail 12.pdf

Detail 12.dwg

Balcony and a Halfen hit part with TERIVA Detail 13.pdf

Detail 13.dwg

TERIVA as a support for a roof (Detail 1) Detail 14.pdf

Detail 14.dwg

TERIVA as a support for a roof (Detail 2) Detail 15.pdf

Detail 15.dwg

TERIVA DETAILS (pdf).  Download all

TERIVA DETAILS (dwg). Download all  

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