MasterBook_2

Page 1

ENG

Master Book



INDEX

PAGE

PAGE

STANDARD LINE

5

METAL LINE

45

PLNAB-PLNAM PLNAV PLTMB-PLTMM PLTMV PG6AB-PG6AM PG3AB-PG3AM PW4AB-PW4AM PG6AV

6 7 8 9 10 11 12 13

PLNAR0 PLTMR0 P30SS/W PLTMMF PG3AR0 PG6AR0

46 47 48 49 50 51

SUBSTRUCTURE

53

PG3AV PW4AV

14 15

HIGH CLASS

17

PLTMMH 60x60 PLTMMH 30x30 PLTMVH 60x60 PLTMVH 30x30 PG6AMH 60x60 PG6AMH 30x30 PG3AMH 60x60 PG3AMH 30x30 PG6AVH 60x60 PG6AVH 30x30 PG3AVH 60x60 PG3AVH 30x30 PG1AVZ PG2AVZ PG2AVQ

18 19 20 21 22 23 24 25 26 27 28 29 30 31 32

PLTMMW PLTMVW PG2AVH 60x60 PG2AVH 30x30 PG6AMW PG6AVW PG3AMW PG3AVW PW4AMW PBAT/PBAO

33 34 35 36 37 38 39 40 41 42

MPS MPS MPL MPL MPM MPM MPH MPH MPC MPC SSH SSH MP super high MP super high slim

Description Technical data Description Technical data Description Technical data Description Technical data Description Technical data Description Technical data

54 55 56 57 58 59 60 61 62 63 64 65 66 67

3


4


Standard Line

5


Panels

• Core made of high density chipboard and thermosetting resins, 28 mm thick. • Aluminium foil lower surface 0.05 mm thick. • The top surface can be of various covering materials. • PVC edge trim, 0.45 mm thick, ensuring air tightness and no squeaking.

PLNAB-PLNAM Covering: Various Core: Chipboard b Covering

a

600

c Chipboard core

600

Edge

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Various

Weight each

Fire resistance

Fire reaction

Electrical resistance(1)

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~30

0.05-2

28

0.05

~8.5

30

1

≤2x1010

>30

0.17

(1) Value for panel with antistatic coverings. For conductive coverings consider 1.5x105 ÷ 1x107. For other coverings please ask Nesite staff.

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2)

Working load(5)

MPS/L 1.00

MPM 1.50

Ultimate load kN(4)

3.1

3.5

EN 12825

-

-

MPH 2.30

MPO/MPC 2.80

SSH 1.50

4.8

5.5

3.5

1A2

1A2

-

MPS/L 7.50

MPM 10.00

MPH 16.00

MPO/MPC 19.00

SSH 10.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

FIELDS OF APPLICATION: Offices, EDPs, control rooms, laboratories, with light-medium load bearing requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

6

deflection class

safety factor

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

APPLICATION NOTES: Suitable for homogeneous vinyl, rubber, linoleum, carpet and loose lay covering material (PLNAB0). Rev. July 2010


Panel

• Core made of high density chipboard and thermosetting resins, 28 mm thick. • Galvanized steel tray lower surface approx. 0.4 mm thick. • The top surface can be of various covering materials. • PVC edge trim, 0.45 mm thick, ensuring air tightness and no squeaking.

PLNAV Covering: Various Core: Chipboard b Covering

600

600

a

c Chipboard core

Edge

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Various

Weight each

Fire resistance

Fire reaction

Electrical resistance(1)

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

28.5-30-5

0.05-2

28

~0.4

~10

15

1

≤2x1010

>30

0.17

(1) Value for panel with antistatic coverings. For conductive coverings consider 1.5x105 ÷ 1x107. For other coverings please ask Nesite staff.

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2)

Working load(5)

MPS/L 1.70

MPM 2.20

MPH 3.30

MPO/MPC 4.30

SSH 2.20

Ultimate load kN(4)

3.8

4.1

5.4

6.1

4.1

EN 12825

-

1A2

1A2

2A2

1A2

MPS/L 12.00

MPM 16.00

MPH 22.00

MPO/MPC 26.00

SSH 16.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

FIELDS OF APPLICATION: Offices, EDPs, control rooms, laboratories, with light-medium load bearing requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

deflection class

safety factor

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

APPLICATION NOTES: Suitable for homogeneous vinyl, rubber, linoleum, plastic laminate, carpet and loose lay covering material (PLNAVA). Rev. July 2010

7


Panels

• Core made of high density chipboard and thermosetting resins, 38 mm thick. • Aluminium foil lower surface 0.05 mm thick. • The top surface can be of various covering materials. • PVC edge trim, 0.45 mm thick, ensuring air tightness and no squeaking.

PLTMB-PLTMM Covering: Various Core: Chipboard b Covering

a

600

c Chipboard core

600

Edge

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Various

Weight each

Fire resistance

Fire reaction

Electrical resistance(1)

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~38-40

0.05-2

38

0.05

~11

45

1

≤2x1010

>32

0.17

(1) Value for panel with antistatic coverings. For conductive coverings consider 1.5x105 ÷ 1x107. For other coverings please ask Nesite staff.

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 2.00

Working load(5)

MPM 2.60

MPH 3.60

MPO/MPC 4.20

SSH 2.60

Ultimate load kN(4)

5.1

5.4

6.4

6.8

5.4

EN 12825

1A2

1A2

2A2

2A2

1A2

MPS/L 13.00

MPM 17.00

MPH 23.00

MPO/MPC 27.00

SSH 17.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

FIELDS OF APPLICATION: Offices, EDPs, control rooms, laboratories, with medium load bearing requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

8

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

APPLICATION NOTES: Suitable for homogeneous vinyl, rubber, linoleum, plastic laminate, carpet and loose lay covering material (PLTMB). Rev. July 2010


Panel

• Core made of high density chipboard and thermosetting resins, 38 mm thick. • Galvanized steel tray lower surface approx. 0.4 mm thick. • The top surface can be of various covering materials. • PVC edge trim, 0.45 mm thick, ensuring air tightness and no squeaking.

PLTMV Covering: Various Core: Chipboard b Covering

600

a

600

c Chipboard core

Edge

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Various

Weight each

Fire resistance

Fire reaction

Electrical resistance(1)

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

38.5-40.5

0.05-2

38

0.4

~11

30

1

≤2x1010

>32

0.17

(1) Value for panel with antistatic coverings. For conductive coverings consider 1.5x105 ÷ 1x107. For other coverings please ask Nesite staff.

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 3.0

Working load(5)

MPM 3.5

MPH 4.5

MPO/MPC 5.0

SSH 3.5

Ultimate load kN(4)

6.5

6.9

7.8

8.2

6.9

EN 12825

2A2

2A2

2A2

3A2

2A2

MPS/L 21.00

MPM 23.00

MPH 31.00

MPO/MPC 35.00

SSH 23.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

FIELDS OF APPLICATION: Offices, EDPs, control rooms, laboratories, with medium/high load bearing requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

APPLICATION NOTES: Suitable for homogeneous vinyl, rubber, linoleum, plastic laminate, carpet and loose lay covering material. Rev. July 2010

9


Panels

• Core made of high density calcium sulphate and organic fibres, 30 mm thick, primerized on both upper and lower surfaces (PG6A0). • It is also available with aluminium foil 0.05 mm thick on bottom surface (PG6AM), or on both upper and lower surface (PG6AB0). • PVC edge trim 0,6 mm thick, ensuring air tightness and no squeaking.

PG6AB-PG6AM Covering: Various Core: Inert Material b Covering

a

600

c Calcium sulphate

600

Edge

core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Various

Weight each

Fire resistance

Fire reaction

Electrical resistance(1)

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~30-32

0.05-2

30

-

~16

60

1

≤2x1010

>34

0.41

(1) Value for panel with antistatic coverings. For conductive coverings consider 1.5x105 ÷ 1x107. For other coverings please ask Nesite staff.

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 2.40

Working load(5)

MPM 3.10

MPH 3.80

MPO/MPC 4.20

SSH 3.10

Ultimate load kN(4)

6.6

7.1

7.9

8.3

7.1

EN 12825

2A2

2A2

2A2

3A2

2A2

MPS/L 18.00

MPM 22.00

MPH 28.00

MPO/MPC 32.00

SSH 22.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

FIELDS OF APPLICATION: Offices, EDPs, control rooms, technical rooms with medium/high load bearing requirements and any room with particular fire resistance rate. Transpack Group Service S.p.A. reserves the right to change technical data without notice

10

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

APPLICATION NOTES: Suitable for homogeneous vinyl, rubber, linoleum, plastic laminate, carpet and loose lay covering material (PG6A00-PG6AB0). Rev. July 2010


Panels

• Core made of high density calcium sulphate and organic fibres, 34 mm thick, primerized on both upper and lower surfaces (PG3A0); • It is also available with aluminium foil 0.05 mm thick on bottom surface (PG3AM), or on both upper and lower surface (PG3AB0); • PVC edge trim 0,6 mm thick, ensuring air tightness and no squeaking.

PG3AB-PG3AM Covering: Various Core: Inert Material b Covering

a

600

c Calcium sulphate

600

Edge

core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Various

Weight each

Fire resistance

Fire reaction

Electrical resistance(1)

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

34-36

0.05-2

34

0.05

~19

90

1

≤2x1010

>38

0.41

(1) Value for panel with antistatic coverings. For conductive coverings consider 1.5x105 ÷ 1x107. For other coverings please ask Nesite staff.

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 3.0

Working load(5)

MPM 3.5

MPH 4.5

MPO/MPC 5.0

SSH 3.5

Ultimate load kN(4)

8.1

8.6

9.7

10.1

8.6

EN 12825

2A2

3A2

4A2

5A2

3A2

MPS/L 23.00

MPM 27.00

MPH 31.00

MPO/MPC 35.00

SSH 25.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

FIELDS OF APPLICATION: Offices, EDPs, control rooms, technical rooms with medium/high load bearing requirements and any room with particular fire resistance rate. Transpack Group Service S.p.A. reserves the right to change technical data without notice

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

APPLICATION NOTES: Suitable for homogeneous vinyl, rubber, linoleum, plastic laminate, carpet and loose lay covering material (PG3A00-PG3AB0). Rev. July 2010

11


Panels

• Core made of high density chipboard and thermosetting resins, 28 mm thick matched to a high density calcium sulphate and organic fibres board 12.5 mm thick; • Aluminium foil lower surface 0.05 mm thick; • The top surface can be of various covering materials; • It is also available with aluminium foil 0.05 mm thick on both upper and lower sides (PW4AB0); • PVC edge trim, 0.45 mm thick, ensuring air tightness and no squeaking.

PW4AB-PW4AM

Covering: Various Core: Chipboard+Inert Material b

600

600

a

c

Covering

Chipboard core

Edge

d e

Calcium sulphate core

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Various

Weight each

Fire resistance

Fire reaction

Electrical resistance(1)

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

d

e

kg

REI

CSE/RF classe

Ω

dB

W/m °C

40.5-42.5

0.05-2

28

12.5

0.05

~14

60

1

≤2x1010

>34

0.17/0.41

(1) Value for panel with antistatic coverings. For conductive coverings consider 1.5x105 ÷ 1x107. For other coverings please ask Nesite staff.

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 2.30

Working load(5)

MPM 2.80

MPH 4.0

MPO/MPC 4.8

SSH 2.8

Ultimate load kN(4)

4.7

5.5

7.5

8.8

5.5

EN 12825

1A2

1A2

2A2

3A2

1A2

MPS/L 16.00

MPM 19.00

MPH 25.00

MPO/MPC 30.00

SSH 19.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

FIELDS OF APPLICATION: Offices, EDPs, control rooms, laboratories, with medium load bearing requirements and any room with high fire resistance rate. Transpack Group Service S.p.A. reserves the right to change technical data without notice

12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

APPLICATION NOTES: Suitable for homogeneous vinyl, rubber, linoleum, plastic laminate, carpet and loose lay covering material (PW4AB0). Rev. July 2010


Panel

• Core made of high density calcium sulphate and organic fibres, 30 mm thick. • Galvanized steel tray lower surface 0.4 mm thick. • The top surface can be of various covering materials. • PVC edge trim 0,6 mm thick, ensuring air tightness and no squeaking.

PG6AV Covering: Various Core: Inert Material b Covering

600

600

a

c Calcium sulphate

Edge

core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Various

Weight each

Fire resistance

Fire reaction

Electrical resistance(1)

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

30.5-32.5

0.05-2

30

~0.4

~17

45

1

≤2x1010

>34

0.41

(1) Value for panel with antistatic coverings. For conductive coverings consider 1.5x105 ÷ 1x107. For other coverings please ask Nesite staff.

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 4.00

Working load(5)

MPM 4.50

MPH 5.2

MPO/MPC 5.6

SSH 4.5

Ultimate load kN(4)

8.0

9.0

10.2

11.0

9.0

EN 12825

3A2

4A2

5A2

5A2

4A2

MPS/L 20.00

MPM 25.00

MPH 30.00

MPO/MPC 35.00

SSH 25.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

FIELDS OF APPLICATION: Offices, EDPs, control rooms, technical rooms, laboratories, with medium load bearing requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

APPLICATION NOTES: Suitable for homogeneous vinyl, rubber, linoleum, plastic laminate, carpet and loose lay covering material (PG6AVA). Rev. July 2010

13


Panel

• Core made of high density calcium sulphate and organic fibres, 34 mm thick. • Galvanized steel tray lower surface 0.4 mm thick. • The top surface can be of various covering materials. • PVC edge trim 0,6 mm thick, ensuring air tightness and no squeaking.

PG3AV Covering: Various Core: Inert Material b Covering

600

600

a

c Calcium sulphate

Edge

core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Various

Weight each

Fire resistance

Fire reaction

Electrical resistance(1)

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

34.5-36.5

0.05-2

34

0.5

~20

60

1

≤2x1010

>38

0.41

(1) Value for panel with antistatic coverings. For conductive coverings consider 1.5x105 ÷ 1x107. For other coverings please ask Nesite staff.

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 5.0

MPM 5.5

MPH 6.0

MPO/MPC 6.5

SSH 5.5

Ultimate load kN(4)

9.8

10.5

12.0

13.0

9.27

EN 12825

4A2

5A2

6A2

6A2

5A2

Working load(5)

MPS/L 29.00

MPM 34.00

MPH 39.00

MPO/MPC 45.00

SSH 34.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

FIELDS OF APPLICATION: Offices, EDPs, control rooms, technical rooms, laboratories, with medium load bearing requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

14

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

APPLICATION NOTES: Suitable for homogeneous vinyl, rubber, linoleum, plastic laminate, carpet and loose lay covering material (PG3AVA). Rev. July 2010


Panel

• Core made of high density chipboard and thermosetting resins, 28 mm thick matched to a high density calcium sulphate and organic fibres board 12.5 mm thick; • Galvanized steel on tray lower surface 0.4 mm thick; • The top surface can be of various covering materials; • PVC edge trim, 0.45 mm thick, ensuring air tightness and no squeaking.

PW4AV Covering: Various Core: Chipboard+Inert Material b

600

600

a

c

Covering

Chipboard core

Edge

d e

Calcium sulphate core

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Various

Weight each

Fire resistance

Fire reaction

Electrical resistance(1)

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

d

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~41-43

0.05-2

28

12.5

0.4

~15,5

45

1

≤2x1010

>38

0.17/0.41

(1) Value for panel with antistatic coverings. For conductive coverings consider 1.5x105 ÷ 1x107. For other coverings please ask Nesite staff.

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 3.3

Working load(5)

MPM 3.8

MPH 4.2

MPO/MPC 5.0

SSH 3.8

Ultimate load kN(4)

7.0

7.5

8.3

9.0

7.5

EN 12825

2A2

2A2

3A2

3A2

2A2

MPS/L 22.00

MPM 24.00

MPH 32.00

MPO/MPC 36.00

SSH 24.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

FIELDS OF APPLICATION: Offices, EDPs, control rooms, laboratories, with medium load bearing requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

APPLICATION NOTES: Suitable for homogeneous vinyl, rubber, linoleum, plastic laminate, carpet and loose lay covering material. Rev. July 2010

15


16


High Class

17


Panel

• Core made of high density chipboard and thermosetting resins, 38 mm thick. • Aluminium foil lower surface 0.05 mm thick. • Gres of ceramic 8-11 mm thick, 60 x 60 cm on top surface. • Grey plastic semi rigid edge trim 1.5 or 2.5 mm thick ensuring air tightness and no squeaking.

PLTMMH 60x60 Covering: Ceramic Core: Chipboard

600

600

a

b Covering

Edge

c Chipboard core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Gres of ceramic

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

-

dB

W/m °C

~46-49

8-11

38

0.05

~19

45

1

Antistatic

>32

0.17/3.200

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 2.50

Working load(5)

MPM 3.00

MPH 4.00

MPO/MPC 4.50

SSH 3.00

Ultimate load kN(4)

4.2

4.6

5.3

5.8

4.6

EN 12825

1A2

1A2

1A2

1A2

1A2

MPS/L 17.00

MPM 20.00

MPH 25.00

MPO/MPC 30.00

SSH 20.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative Offices, reception halls, banks, workrooms without antistatic requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

18

Rev. July 2010


Panel

• Core made of high density chipboard and thermosetting resins, 38 mm thick; • Aluminium foil lower surface 0.05 mm thick; • Gres of ceramic top surface covering 8-9 mm thick, 30 x 30 cm; • Grey plastic semirigid edge trim 1.5 or 2.5 mm thick, ensuring air tightness and no squeaking; • Central gap plastic material 3 or 5 mm thick.

PLTMMH 30x30 Covering: Ceramic Core: Chipboard

Central gap 600

a

b Covering

600

Edge

c Chipboard core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Gres of ceramic

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

-

dB

W/m °C

~46-49

8-9

38

0.05

~19

45

1

Antistatic

>32

0.17/3.200

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 2.00

Working load(5)

MPM 2.60

MPH 3.60

MPO/MPC 4.20

SSH 2.60

Ultimate load kN(4)

5.1

5.4

6.4

6.8

5.4

EN 12825

1A2

1A2

2A2

2A2

1A2

MPS/L 13.00

MPM 17.00

MPH 23.00

MPO/MPC 27.00

SSH 17.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative Offices, reception halls, banks, workrooms without antistatic requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

Rev. July 2010

19


Panel

• Core made of high density chipboard and thermosetting resins, 38 mm thick. • Galvanized steel tray on lower surface 0.4 mm thick. • Gres of ceramic 8-11 mm thick, 60 x 60 cm on top surface. • Grey plastic semi rigid edge trim 1.5 or 2.5 mm thick ensuring air tightness and no squeaking.

PLTMVH 60x60 Covering: Ceramic Core: Chipboard

600

a

b

600

Edge

Covering

c Chipboard core

e a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Gres of ceramic

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~46.5-49.5

8-11

38

0.4

~20

30

1

>1011

>32

0.17/3.200

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 3.80

Working load(5)

MPM 4.60

MPH 5.10

MPO/MPC 6.10

SSH 4.60

Ultimate load kN(4)

5.3

5.7

6.3

6.7

5.7

EN 12825

1A2

1A2

2A2

2A2

1A2

MPS/L 25.00

MPM 29.00

MPH 33.00

MPO/MPC 36.00

SSH 29.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative Offices, reception halls, banks, workrooms without antistatic requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

20

Rev. July 2010


Panel

• Core made of high density chipboard and thermosetting resins, 38 mm thick; • Galvanized steel tray on lower surface 0.4 mm thick; • Gres of ceramic top surface covering 8-9 mm thick, 30 x 30 cm; • Grey plastic semirigid edge trim 2.5 mm thick, ensuring air tightness and no squeaking; • Central gap plastic material 5 mm thick.

PLTMVH 30x30 Covering: Ceramic Core: Chipboard

Central gap 600

a

b

600

Edge

Covering

c Chipboard core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Gres of ceramic

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~46.5-49.5

8-9

38

0.4

~20

30

1

>1011

>32

0.17

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 3.00

Working load(5)

MPM 3.50

MPH 4.50

MPO/MPC 5.00

SSH 3.50

Ultimate load kN(4)

6.5

6.9

7.8

8.2

6.9

EN 12825

2A2

2A2

2A2

3A2

2A2

MPS/L 21.00

MPM 23.00

MPH 31.00

MPO/MPC 35.00

SSH 23.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative Offices, reception halls, banks, workrooms without antistatic requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

Rev. July 2010

21


Panel

• Core made of high density calcium sulphate and organic fibres, 30 mm thick. • Aluminium foil lower surface 0.05 mm thick. • Gres of ceramic top surface covering 8-11 mm thick, 60 x 60 cm. • Grey plastic semirigid edge trim 1.5 or 2.5 mm thick, ensuring air tightness and no squeaking.

PG6AMH 60x60 Covering: Ceramic Core: Inert Material

600

600

a

b

Edge

Covering

c Calcium sulphate core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Gres of ceramic

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

-

dB

W/m °C

~38-41

8-11

30

0.05

~24

60

1

Antistatic

>34

0.41

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 3.00

Working load(5)

MPM 3.60

MPH 4.00

MPO/MPC 4.60

SSH 3.60

Ultimate load kN(4)

7.1

7.5

8.6

9.3

7.5

EN 12825

2A2

2A2

3A2

4A2

2A2

MPS/L 12.00

MPM 16.00

MPH 21.00

MPO/MPC 26.00

SSH 16.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative Offices, reception halls, banks, workrooms without antistatic requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

22

Rev. July 2010


Panel

• Core made of high density calcium sulphate and organic fibres, 30 mm thick. • Aluminium foil lower surface 0.05 mm thick. • Gres of ceramic top surface covering 8-9 mm thick, 30 x 30 cm. • Grey plastic semirigid edge trim 1.5 or 2.5 mm thick, ensuring air tightness and no squeaking; • Central gap plastic material 3 or 5 mm thick.

PG6AMH 30x30 Covering: Ceramic Core: Inert Material

Central gap 600

a

b

600

Edge

Covering

c Calcium sulphate core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Gres di ceramica

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

-

dB

W/m °C

~38-39

8-9

30

0.05

~24

60

1

Antistatic

>34

0.41/3.200

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 2.40

Working load(5)

MPM 3.10

MPH 3.80

MPO/MPC 4.20

SSH 3.10

Ultimate load kN(4)

6.6

7.1

7.9

8.3

7.1

EN 12825

2A2

2A2

2A2

3A2

2A2

MPS/L 12.00

MPM 16.00

MPH 21.00

MPO/MPC 26.00

SSH 16.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative Offices, reception halls, banks, workrooms without antistatic requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

Rev. July 2010

23


Panel

• Core made of high density calcium sulphate and organic fibres, 34 mm thick. • Aluminium foil lower surface 0.05 mm thick. • Gres of ceramic top surface covering 8-11 mm thick, 60 x 60 cm. • Grey plastic semirigid edge trim 1.5 or 2.5 mm thick, ensuring air tightness and no squeaking.

PG3AMH 60x60 Covering: Ceramic Core: Inert Material

600

600

a

b

Edge

c

Covering

Calcium sulphate core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Gres of ceramic

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

-

dB

W/m °C

~42-45

8-11

34

0.05

~26

90

1

Antistatic

>38

0.41

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 3.60

Working load(5)

MPM 4.40

MPH 4.90

MPO/MPC 5.60

SSH 4.40

Ultimate load kN(4)

9.1

9.6

10.7

11.1

9.6

EN 12825

3A2

4A2

5A2

5A2

4A2

MPS/L 24.00

MPM 28.00

MPH 33.00

MPO/MPC 37.00

SSH 28.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative Offices, reception halls, banks, workrooms without antistatic requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

24

Rev. July 2010


Panel

• Core made of high density calcium sulphate and organic fibres, 34 mm thick. • Aluminium foil lower surface 0.05 mm thick. • Gres of ceramic top surface covering 8-9 mm thick, 30 x 30 cm. • Grey plastic semirigid edge trim 1.5 or 2.5 mm thick, ensuring air tightness and no squeaking. • Central gap plastic material 3 or 5 mm thick.

PG3AMH 30x30 Covering: Ceramic Core: Inert Material

Central gap 600

a

b

600

Edge

Covering

c Calcium sulphate core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Gres of ceramic

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

-

dB

W/m °C

~42-43

8-9

34

0.05

~26

90

1

Antistatic

>38

0.41

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 3.00

Working load(5)

MPM 3.50

MPH 4.50

MPO/MPC 5.00

SSH 3.50

Ultimate load kN(4)

8.1

8.6

9.7

10.1

8.6

EN 12825

3A2

3A2

4A2

5A2

3A2

MPS/L 24.00

MPM 28.00

MPH 33.00

MPO/MPC 37.00

SSH 28.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative offices, reception halls , banks, workrooms without antistatic requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

Rev. July 2010

25


Panel

• Core made of high density calcium sulphate and organic fibres, 30 mm thick. • Galvanized steel tray lower surface 0.4 mm thick. • Gres of ceramic top surface covering 8-11 mm thick, 60x60 cm. • Grey PVC edge trim 1.5 or 2.5 mm thick, ensuring air tightness and no squeaking.

PG6AVH 60x60 Covering: Ceramic Core: Inert Material

600

a

b

600

Edge

c

Covering

Calcium sulphate core

a

e Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Gres of ceramic

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~38.5-41.5

8-11

30

~0.4

~25

45

1

Antistatic

>34

0.41

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 5.00

Working load(5)

MPM 5.20

MPH 5.70

MPO/MPC 6.20

SSH 5.20

Ultimate load kN(4)

8.5

9.5

11.0

11.8

9.5

EN 12825

3A2

4A2

5A2

5A2

4A2

MPS/L 21.00

MPM 25.00

MPH 31.00

MPO/MPC 35.00

SSH 25.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative Offices, reception halls, banks, workrooms without antistatic requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

26

Rev. July 2010


Panel

• Core made of high density calcium sulphate and organic fibres, 30 mm thick. • Galvanized steel tray lower surface 0.4 mm thick. • Gres of ceramic top surface covering 8-11 mm thick, 30 x 30 cm. • Grey PVC edge trim 1.5 or 2.5 mm thick, ensuring air tightness and no squeaking. • Central gap plastic material 5 mm thick.

PG6AVH 30x30 Covering: Ceramic Core: Inert Material

Central gap 600

a

b

600

Edge

Covering

c Calcium sulphate core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Gres of ceramic

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~38.4-41.4

8-11

30

~0.4

~25

45

1

Antistatic

>34

0.41/3.200

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 4.00

Working load(5)

MPM 4.50

MPH 5.20

MPO/MPC 5.60

SSH 4.50

Ultimate load kN(4)

8.0

9.0

10.2

11.0

9.0

EN 12825

3A2

4A2

5A2

5A2

4A2

MPS/L 20.00

MPM 25.00

MPH 30.00

MPO/MPC 25.00

SSH 25.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative Offices, reception halls, banks, workrooms without antistatic requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

Rev. July 2010

27


Panel

• Core made of high density calcium sulphate and organic fibres, 34 mm thick. • Galvanized steel tray lower surface 0.4 mm thick. • Gres of ceramic top surface covering 8-11 mm thick, 60x60 cm. • Grey PVC edge trim 1.5 or 2.5 mm thick, ensuring air tightness and no squeaking.

PG3AVH 60x60 Covering: Ceramic Core: Inert Material

600

a

b

600

Edge

c

Covering

Calcium sulphate core

e a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Gres of ceramic

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~42.5-45.5

8-11

34

~0.4

~27

60

1

>1011

>38

0.41

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2)

Working load(5)

MPS/L 5.80

MPM 6.10

MPH 6.60

MPO/MPC 7.10

SSH 6.10

Ultimate load kN(4)

10.5

11.2

12.8

14.2

11.2

EN 12825

5A2

5A2

6A2

6A2

5A2

MPS/L 33.00

MPM 37.00

MPH 41.00

MPO/MPC 46.00

SSH 37.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative Offices, reception halls, banks, workrooms without antistatic requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

28

Rev. July 2010


Panel

• Core made of high density calcium sulphate and organic fibres, 34 mm thick. • Galvanized steel tray lower surface 0.4 mm thick. • Gres of ceramic top surface covering 8-9 mm, thick, 30x30 cm. • Grey PVC edge trim 2.5 mm thick, ensuring air tightness and no squeaking. • Central gap plastic material 5 mm thick.

PG3AVH 30x30 Covering: Ceramic Core: Inert Material Central gap

600

a

b

600

Edge

c

Covering

Calcium solphate core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Gres of ceramic

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~42.4-45.4

8-9

34

~0.4

~27

60

1

>1011

>38

0.41

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 5.00

MPM 5.50

MPH 6.00

MPO/MPC 6.50

SSH 5.50

Ultimate load kN(4)

9.8

10.5

12.1

13.2

10,5

EN 12825

4A2

5A2

6A2

6A2

5A2

Working load(5)

MPS/L 33.00

MPM 37.00

MPH 41.00

MPO/MPC 46.00

SSH 37.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative Offices, reception halls, banks, workrooms without antistatic requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

Rev. July 2010

29


Panel

• High density calcium sulphate core 12.5 mm thick. • Galvanized steel tray lower surface approx. 0.4 mm thick. • Natural stone (marble, granite) covering material 17÷18 mm thick, 60x60 cm as single slab. • Grey plastic semirigid edge trim 0.8 mm thick, ensuring air tightness and no squeaking.

PG1AVZ Covering: Natural Stone Core: Inert Material

600

b Covering 600

a

Edge c Calcium sulphate core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Natural stone

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

-

dB

W/m °C

~30-31

17-18

12.5

~0.4

~27

45

1

Antistatic

-

0.41

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2)

Working load(5)

MPS/L 2.20

MPM 2.50

MPH 3.50

MPO/MPC 4.50

SSH 2.50

Ultimate load kN(4)

10.8

11.3

12.3

12.8

11.3

EN 12825

4A2

5A2

6A2

6A2

5A2

MPS/L 16.00

MPM 18.00

MPH 22.00

MPO/MPC 27.00

SSH 18.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representatives office, reception halls, banks.

Transpack Group Service S.p.A. reserves the right to change technical data without notice

30

Rev. July 2010


Panel

• High density calcium sulphate core 22 mm thick. • Galvanized steel tray lower surface approx. 0.4 mm thick. • Natural stone (marble, granite) covering material 20 mm thick. • Grey plastic semirigid edge trim 0.8 mm thick, ensuring air tightness and no squeaking.

PG2AVZ Covering: Natural Stone Core: Inert Material

600

a

600

b Covering

Edge

c Calcium sulphate core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Natural stone

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

-

dB

W/m °C

~39-40

17-18

22

~0.4

~32

45

1

Antistatic

>34

0.41

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2)

Working load(5)

MPS/L 3.50

MPM 3.70

MPH 4.60

MPO/MPC 5.10

SSH 3.70

Ultimate load kN(4)

12.8

13.5

14.1

15.1

13.5

EN 12825

5A2

6A2

6A2

6A2

6A2

MPS/L 20.00

MPM 23.00

MPH 30.00

MPO/MPC 35.00

SSH 23.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative Offices, reception halls, banks, workrooms without antistatic requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

Rev. July 2010

31


Panel

• High density calcium sulphate core 22 mm thick; • Galvanized steel tray lower surface approx. 0.4 mm thick; • Artificial marble agglomerate covering material 12-13 mm thick; • Grey plastic semirigid edge trim 0.8 mm thick, ensuring air tightness and no squeaking.

PG2AVQ Covering: Marble agglomerate Core: Inert material

600

a

600

b Covering

Edge

c Calcium sulphate core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Marble agglomerate

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

ohm

dB

W/m °C

~34-35

12-13

22

~0.4

~32

45

1

>1011

>34

0.41

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2)

Working load(5)

MPS/L 3.50

MPM 3.70

MPH 4.60

MPO/MPC 5.10

SSH 3.70

Ultimate load kN(4)

12.8

13.5

14.1

15.1

13.5

EN 12825

5A2

6A2

6A2

6A2

6A2

MPS/L 20.00

MPM 23.00

MPH 30.00

MPO/MPC 35.00

SSH 23.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class

Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative Offices, reception halls, banks, workrooms without antistatic requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

32

Rev. July 2010


Panel

• Core made of high density chipboard and thermosetting resins 38 mm thick; • Aluminium foil lower surface 0.05 mm thick; • Wooden parquet covering approx. 4 mm thick, composed of n° 8 or 9 strips, approx. 67 or 75 mm wide. • Beige plastic semirigid edge trim 0.45 mm thick ensuring air tightness and no squeaking.

PLTMMW Covering: Parquet Core: Chipboard

600

a

600

b Covering

Edge

c Chipboard core

n° 8 or 9 strips

a

e Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Parquet

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

-

dB

W/m °C

~42

~4

38

0.05

~11

45

1

Antistatic

>32

0.17

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 2.00

Working load(5)

MPM 2.60

MPH 3.60

MPO/MPC 4.20

SSH 2.60

Ultimate load kN(4)

5.1

5.4

6.4

6.8

5.4

EN 12825

1A2

1A2

2A2

2A2

1A2

MPS/L 13.00

MPM 17.00

MPH 23.00

MPO/MPC 27.00

SSH 17.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative offices.

Transpack Group Service S.p.A. reserves the right to change technical data without notice

Rev. July 2010

33


Panel

• Core made of high density chipboard and thermosetting resins 38 mm thick; • Galvanized steel tray lower surface approx. 0.4 mm thick. • Wooden parquet covering approx. 4 mm thick, composed of n° 8 or 9 strips, approx. 67 or 75 mm wide. • Beige plastic semirigid edge trim 0.45 mm thick ensuring air tightness and no squeaking.

PLTMVW Covering: Parquet Core: Chipboard

600

a

600

b Covering

Edge

c Chipboard core

n° 8 or 9 strips

a

e Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Parquet

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~43.5

5

38

0.4

~12

30

-

>1011

>32

0.17

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 3.00

Working load(5)

MPM 3.50

MPH 4.50

MPO/MPC 5.00

SSH 3.50

Ultimate load kN(4)

6.5

6.9

7.8

8.2

6.9

EN 12825

2A2

2A2

2A2

3A2

2A2

MPS/L 21.00

MPM 23.00

MPH 31.00

MPO/MPC 35.00

SSH 23.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative offices.

Transpack Group Service S.p.A. reserves the right to change technical data without notice

34

Rev. July 2010


Panel

• Core made of high density calcium sulphate and organic fibres, 22 mm thick; • Galvanized steel tray lower surface 0.4 mm thick; • Gres of ceramic top surface covering 8-11 mm thick, 60x60 cm; • Grey PVC edge trim 1.5 or 2.5 mm thick, ensuring air tightness and no squeaking.

PG2AVH 60x60 Covering: Ceramic Core: Calcium sulphate

600

a

b

600

Edge

c

Covering

Calcium sulphate core

e a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Gres of ceramic

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~31-34

8-11

22

0.4

~19

45

1

>1011

>30

0.26

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 3.10

Working load(5)

MPM 3.30

MPH 4.60

MPO/MPC 5.10

SSH 3.30

Ultimate load kN(4)

5.0

6.0

6.7

7.5

6.0

EN 12825

1A2

2A2

2A2

2A2

2A2

MPS/L 20.00

MPM 23.00

MPH 30.00

MPO/MPC 35.00

SSH 23.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative Offices, reception halls, banks, workrooms without antistatic requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

Rev. July 2010

35


Panel

• Core made of high density calcium sulphate, 22 mm thick; • Galvanized steel tray lower surface 0.4 mm thick; • Gres of ceramic top surface covering 8-9 mm thick, 30x30 cm; • Grey PVC edge trim 2.5 mm thick, ensuring air tightness and no squeaking. • Central gap plastic material 5 mm thick.

PG2AVH 30x30 Covering: Ceramic Core: Calcium sulphate Central gap

600

a

b

600

Edge

c

Covering

Calcium sulphate core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Gres of ceramic

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~31-34

8-9

22

0.4

~19/21

45

1

>1011

>30

0.26/3.200

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 2.10

Working load(5)

MPM 2.70

MPH 3.60

MPO/MPC 4.10

SSH 2.70

Ultimate load kN(4)

4.5

5.2

5.7

6.3

5.2

EN 12825

1A2

1A2

1A2

2A2

1A2

MPS/L 20.00

MPM 23.00

MPH 30.00

MPO/MPC 35.00

SSH 23.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative Offices, reception halls, banks, workrooms without antistatic requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

36

Rev. July 2010


Panel

• Core made of high density calcium sulphate and organic fibres, 30 mm thick. • Aluminium foil lower surface 0.05 mm thick. • Wooden parquet covering approx. 4 mm thick, composed of n° 8 or 9 strips, approx. 67 or 75 mm wide. • Beige plastic semirigid edge trim 0.6 mm thick, ensuring air tightness and no squeaking.

PG6AMW Covering: Parquet Core: Inert Material

600

b Covering b Covering

a a

600600

600

c Calcium sulphate

EdgeEdge

core

c Calcium sulphate core

n° 8 or 9 sprips

a

e

e

a

Bottom surface Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Parquet

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

-

dB

W/m °C

~34

~4

30

0.05

~18

60

-

Antistatic

>34

0.41

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 2.40

Working load(5)

MPM 3.10

MPH 3.80

MPO/MPC 4.80

SSH 3.10

Ultimate load kN(4)

6.6

7.1

7.9

8.3

7.1

EN 12825

2A2

2A2

2A2

3A2

2A2

MPS/L 18.00

MPM 22.00

MPH 28.00

MPO/MPC 32.00

SSH 22.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative offices.

Transpack Group Service S.p.A. reserves the right to change technical data without notice

Rev. July 2010

37


Panel

• Core made of high density calcium sulphate and organic fibres, 30 mm thick. • Galvanized steel tray lower surface 0.4 mm thick; • Wooden parquet covering approx. 4 mm thick, composed of n° 8 or 9 strips, approx. 67 or 75 mm wide. • Beige plastic semirigid edge trim 0.6 mm thick, ensuring air tightness and no squeaking.

PG6AVW Covering: Parquet Core: Inert Material

600

a

600

b Covering

Edge

c Calcium sulphate core

n° 8 or 9 sprips

a

e Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Parquet

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

-

dB

W/m °C

~34.5

~4

30

0.4

~19

45

1

Antistatic

>34

0.41/0.17

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 4.00

Working load(5)

MPM 4.50

MPH 5.40

MPO/MPC 5.80

SSH 4.50

Ultimate load kN(4)

8.0

9.0

10.2

11.0

9.0

EN 12825

3A2

4A2

5A2

5A2

4A2

MPS/L 20.00

MPM 25.00

MPH 30.00

MPO/MPC 35.00

SSH 25.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative office with medium-heavy load bearing requirements Transpack Group Service S.p.A. reserves the right to change technical data without notice

38

Rev. July 2010


Panel

• Core made of high density calcium sulphate and organic fibres, 34 mm thick. • Aluminium foil lower surface 0.05 mm thick. • Wooden parquet covering approx. 4 mm thick, composed of n° 8 or 9 strips, approx. 67 or 75 mm wide. • Beige plastic semirigid edge trim 0.6 mm thick, ensuring air tightness and no squeaking.

PG3AMW Covering: Parquet Core: Inert Material

600

a

600

b Covering

Edge

c Calcium sulphate core

n° 8 or 9 strips

a

e Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Parquet

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

-

dB

W/m °C

~38

~4

34

0.05

~20

90

1

Antistatic

>38

0.41

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 3.0

Working load(5)

MPM 3.5

MPH 4.5

MPO/MPC 5.0

SSH 3.5

Ultimate load kN(4)

8.1

8.6

9.7

10.1

8.6

EN 12825

2A2

3A2

4A2

5A2

3A2

MPS/L 23.00

MPM 25.00

MPH 31.00

MPO/MPC 35.00

SSH 25.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative offices.

Transpack Group Service S.p.A. reserves the right to change technical data without notice

Rev. July 2010

39


Panel

• Core made of high density calcium sulphate and organic fibres, 34 mm thick. • Galvanized steel tray lower surface 0.4 mm thick. • Wooden parquet covering approx. 4 mm thick, composed of n° 8 or 9 strips, approx. 67 or 75 mm wide. • PVC edge trim 0,6 mm thick, ensuring air tightness and no squeaking, beige colour.

PG3AVW Covering: Parquet Core: Inert Material

600

a

600

b Covering

Edge

c Calcium sulphate core

n° 8 or 9 strips

a

e Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Parquet

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~39.5

5

34

0.5

~21

60

-

>1011

>38

0.41

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specifica

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 5.00

MPM 5.50

MPH 6.00

MPO/MPC 6.50

SSH 5.50

Ultimate load kN(4)

9.8

10.5

12.0

13.0

10.5

EN 12825

4A2

5A2

6A2

6A2

5A2

Working load(5)

MPS/L 29.00

MPM 34.00

MPH 39.00

MPO/MPC 45.00

SSH 34.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative offices.

Transpack Group Service S.p.A. reserves the right to change technical data without notice

40

Rev. July 2010


Panel

• Core made of high density chipboard and thermosetting resins, 28 mm thick matched to a high density calcium sulphate and organic fibres board 12.5 mm thick. • Aluminium foil lower surface 0.05 mm thick. • Wooden parquet covering approx. 4 mm thick, composed of n° 8 or 9 strips, approx. 67 or 75 mm wide. • PVC edge trim, 0.45 mm thick, ensuring air tightness and no squeaking.

PW4AMW Covering: Parquet Core: Chipboard+Inert Material b

600

a

c

Covering

Chipboard core

600

Edge

d n° 8 or 9 strips

e

Calcium sulphate core

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Parquet

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

d

e

kg

REI

CSE/RF class

-

dB

W/m °C

~44.5

4

28

12.5

0.05

~15

60

1

Antistatic

>34

0.17/0.41

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 2.30

Working load(5)

MPM 2.70

MPH 3.20

MPO/MPC 4.00

SSH 2.70

Ultimate load kN(4)

5.2

5.8

6.7

8.0

5.8

EN 12825

1A2

1A2

2A2

3A2

1A2

MPS/L 16.00

MPM 19.00

MPH 25.00

MPO/MPC 30.00

SSH 19.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative offices, with medium load bearing requirements and any room with high fire resistance rate. Transpack Group Service S.p.A. reserves the right to change technical data without notice

Rev. July 2010

41


Panels

• Core made of three glass layers, bound by PVC film, 26 mm thick; • PVC edge trim, approx. 1 mm thick, ensuring air tightness and no squeaking.

PBAT-PBAO Core: Glass

Edge

b Glass core

a

a

600

600

TECHNICAL DATA Nominal dimension (mm)

COVERING

Weight each

Fire resistance

Fire reaction

Electrical resistance

Acoustic insulation

Conductivity λ (core/cover)

Thick

Side

kg

REI

CSE/RF class

Ω

dB

W/m °C

~26

600

~22

0

0

-

-

-

Trasparent/Opaque

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 2.00

Working load(5)

MPM 2.60

MPH 3.60

MPO/MPC 4.20

SSH 2.60

Ultimate load kN(4)

4.0

4.5

5.5

6.1

4.5

EN 12825

1A2

1A2

1A2

2A2

1A2

MPS/L 13.00

MPM 17.00

MPH 23.00

MPO/MPC 27.00

SSH 17.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: Representative offices, reception halls , banks, rooms with particular architectural requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

42

Rev. July 2010


43


44


Metal Line

45


Panel

• Core made of high density chipboard and thermosetting resins, 28 mm thick; • Galvanized steel tray lower surface 0.4 mm thick; • Top surface galvanized steel 0.4 mm thick; • PVC edge trim, approx. 0.5 mm thick, ensuring air tightness and no squeaking.

PLNAR0 Covering: Galvanized Steel Core: Chipboard b Covering

600

600

a

c Chipboard core

Edge

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Galvanized steel

Weight each

Fire resistance

Fire reaction

Electrical resistance(1)

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~29

0.4

28

0.4

~10

15

1

≤2x1010

30

0.17

(1) Value for panel with antistatic coverings. For conductive coverings consider 1.5x105 ÷ 1x107. For other coverings please ask Nesite staff.

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 2.30

Working load(5)

MPM 3.60

MPH 4.00

MPO/MPC 4.50

SSH 3.60

Ultimate load kN(4)

5.0

6.5

8.2

9.0

6.5

EN 12825

1A2

2A2

3A2

4A2

2A2

MPS/L 17.50

MPM 23.00

MPH 25.00

MPO/MPC 29.50

SSH 23.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

FIELDS OF APPLICATION: Offices, EDPs, control rooms, laboratories, with medium-high load bearing requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

46

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

APPLICATION NOTES: Suitable for loose-lay covering material.

Rev. July 2010


Panel

• Core made of high density chipboard and thermosetting resins, 38 mm thick. • Galvanized steel tray lower surface 0.4 mm thick. • Top surface galvanized steel 0.4 mm thick. • PVC edge trim, approx. 0.5 mm thick, ensuring air tightness and no squeaking.

PLTMR0 Covering: Galvanized Steel Core: Chipboard b Covering

600

600

a

c Chipboard core

Edge

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Galvanized steel

Weight each

Fire resistance

Fire reaction

Electrical resistance(1)

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~39

0.4

38

0.4

~12.5

30

1

≤2x1010

30

0.17

(1) Value for panel with antistatic coverings. For conductive coverings consider 1.5x105 ÷ 1x107. For other coverings please ask Nesite staff.

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 3.80

Working load(5)

MPM 4.60

MPH 5.00

MPO/MPC 6.00

SSH 4.60

Ultimate load kN(4)

6.8

7.5

8.4

9.3

7.5

EN 12825

2A2

2A2

3A2

4A2

2A2

MPS/L 24.00

MPM 26.00

MPH 34.00

MPO/MPC 39.00

SSH 26.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

FIELDS OF APPLICATION: Offices, EDPs, control rooms, laboratories, with high load bearing requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

APPLICATION NOTES: Suitable for loose lay covering material.

Rev. July 2010

47


• Perforated galvanised steel panel with 576 holes diam. 10.5 mm. • Core made of galvanised perforated steel sheet 2.5 mm thick, sustained by 6 internal omega profiles 2.5 mm thick. • It is available with airflow regulation device (P30SW), made of 2 perforated galvanised steel foils 0.8 mm thick Black plastic semirigid edge trim, approx. 0.5 mm thick, ensuring air tightness and no squeaking. • The metallic core is 28 mm thick. It is possible to obtain different thickness using adjustment pedestals, delivered separately.

Panel

P30SS/W Covering: Various Core: Steel

Edge

600

b Covering c Core

600

a e Air flow adjustment

Pedestal

a

TECHNICAL DATA Nominal dimensions (mm)

TOP SURFACE

Various

Weight each

Electrical resistance(1)

a

b

c

e

kg

omh

29-30

1-2

28

0-1.6

~11-12

≤2x1010

(1) Value for panel with antistatic coverings. For conductive coverings consider 1.5x105 ÷ 1x107. For other coverings please ask Nesite staff.

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 2.00

Working load(5)

MPM 2.60

MPH 3.60

MPO/MPC 4.20

SSH 2.60

Ultimate load kN(4)

6.1

6.8

8.2

9.1

6.5

EN 12825

1A2

2A2

3A2

4A2

2A2

MPS/L 13.00

MPM 17.00

MPH 23.00

MPO/MPC 27.00

SSH 17.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Classe Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

FIELDS OF APPLICATION: Light-medium load requirement cleanrooms, offices, EDP, control rooms, laboratories. Transpack Group Service S.p.A. reserves the right to change technical data without notice

48

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

APPLICATION NOTES: Suitable for application of homogeneous vinyl, rubber, plastic laminate, needle-punch carpet. Possibility to lay it directly on the slab, sustained just by the adjustment pedestals (max. height 100 mm) Rev. July 2010


Panel

• Core made of high density chipboard and thermosetting resins, 38 mm thick. • Aluminium foil lower surface 0.05 mm thick. • Top covering of decorated steel plate 0.8 mm thick. • PVC edge trim, approx. 0.5 mm thick, ensuring air tightness and no squeaking.

PLTMMF Covering: Decorated steel Core: Chipboard b Covering

600

600

a

c Edge

Chipboard core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Decorated steel

Weight each

Fire resistance

Fire reaction

Electrical resistance(1)

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~39

0.8

38

0.05

~11.5

45

1

≤2x1010

32

0.17

(1) Value for panel with antistatic coverings. For conductive coverings consider 1.5x105 ÷ 1x107. For other coverings please ask Nesite staff.

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 2.20

Working load(5)

MPM 2.80

MPH 3.80

MPO/MPC 4.40

SSH 2.80

Ultimate load kN(4)

6.8

7.3

8.2

8.4

7.3

EN 12825

2A2

2A2

3A2

3A2

2A2

MPS/L 24.00

MPM 26.00

MPH 34.00

MPO/MPC 39.00

SSH 26.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

FIELDS OF APPLICATION: High tech offices.

Transpack Group Service S.p.A. reserves the right to change technical data without notice

Rev. July 2010

49


Panel

• Core made of high density calcium sulphate and organic fibres, 34 mm thick. • Galvanized steel tray approx. 0,4 mm on lower surface and galvanized steel sheet approx. 0,4 mm on top surface. • Black plastic semirigid edge trim 0,6 mm thick, ensuring air tightness and no squeaking.

PG3ARO Covering: Galvanized Steel Core: Calcium sulphate b Covering

600

600

a

c Calcium sulphate

Edge

core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Steel sheet

Weight each

Fire resistance

Fire reaction

Electrical resistance(1)

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~35

0.4

34

0.4

~20

60

1

≤2x1010

>38

0.41

(1) Value for panel with antistatic coverings. For conductive coverings consider 1.5x105 ÷ 1x107. For other coverings please ask Nesite staff.

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 5.00

MPM 5.50

MPH 6.00

MPO/MPC 6.50

SSH 5.50

Ultimate load kN(4)

9.8

10.5

12.0

13.0

10.5

EN 12825

4A2

5A2

6A2

6A2

5A2

Working load(5)

MPS/L 29.00

MPM 34.00

MPH 39.00

MPO/MPC 45.00

SSH 34.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

FIELDS OF APPLICATION: Offices, EDPs, control rooms, laboratories, with high load bearing requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

50

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

APPLICATION NOTES: Suitable for loose lay covering material.

Rev. July 2010


Panel

• Core made of high density calcium sulphate and organic fibres, 30 mm thick. • Galvanized steel tray lower side 0.4 mm thick. • Galvanized steel sheet on top surface 0.4 mm thick. • Black plastic semirigid material edge trim 0,6 mm thick, ensuring air tightness and no squeaking.

PG6ARO Covering: Steel Core: Inert Material b Covering

600

600

a

c Calcium sulphate

Edge

core

e

a

Bottom surface

TECHNICAL DATA Nominal dimension (mm)

TOP SURFACE

Steel sheet

Weight each

Fire resistance

Fire reaction

Electrical resistance(1)

Acoustic insulation

Conductivity λ (core/cover)

a

b

c

e

kg

REI

CSE/RF class

Ω

dB

W/m °C

~31

~0.4

30

~0.4

~17.5

60

1

≤2x1010

34

0.41

(1) Value for panel with antistatic coverings. For conductive coverings consider 1.5x105 ÷ 1x107. For other coverings please ask Nesite staff.

MECHANICAL CHARACTERISTICS (Deflection ≤2.5 mm; Safety Factor ≥2) STRUCTURE Specification

DISTRIBUTED LOAD kN/m2 (3)

CONCENTRATED LOAD kN(2) MPS/L 3.80

Working load(5)

MPM 4.60

MPH 5.00

MPO/MPC 6.00

SSH 4.60

Ultimate load kN(4)

8.0

9.0

10.2

11.0

9.0

EN 12825

3A2

4A2

5A2

5A2

4A2

MPS/L 20.00

MPM 25.00

MPH 30.00

MPO/MPC 35.00

SSH 25.00

(2) Load valid at any point of the system. (3) Not provided by EN 12825. (4) Ultimate load at the failure moment (tensile strenght). (5) When the applied load is equivalent to to the working load the measured deflection must not exceed the value declared in accordance with the prospectus. For Finished Floor Height FFH higher than 750 mm, please verify the real operating condition of the System. MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers Legend standard EN 12825

Class Ultimate load kN

Prospectus 1

1

2

3

4

5

6

≥4

≥6

≥8

≥9

≥ 10

≥ 12

FIELDS OF APPLICATION: Offices, EDPs, control rooms, technical rooms, laboratories, with medium load bearing requirements. Transpack Group Service S.p.A. reserves the right to change technical data without notice

DEFLECTION CLASS

SAFETY FACTOR

A=2.5 mm

2

B=3.0 mm

3

C=3.5 mm

4

APPLICATION NOTES: Suitable for loose lay covering material (carpet)

Rev. July 2010

51


52


Substructure

53


DESCRIPTION MPS structure is available in two basic configurations: 1 - With nominal height 30, 40, 60, 70 e 90 mm (low configuration); 2 - With nominal height from 110 up to 600 mm (high configuration).

Subtructure

MPS Without stringers Pedestal low configuration BASE: 2 mm thick galvanized steel plate, diameter 90 mm, with 8 radial stiffening ribs, two of which are provided with a hole to fix a self-tapping screw (M5) in case of fastening to the slab. The base is coupled with a diameter 14 mm galvanized steel threaded rod (type M14). COLUMN: 3 mm thick galvanized steel head, diameter 90 mm, with 4 series of notches, coupled with a 25 mm galvanized steel tube 1.5 mm thick, with a M14 internally threaded galvanized steel rod which fits into the pedestal base’s rod. HEIGHT ADJUSTMENT: obtained by screwing/unscrewing the base’s threaded rod into the column. Locking is obtained by use of a thread locking glue (one component adhesive). NOTE: the above mentioned components are supplied already assembled (thread locking glue excluded).

Pedestal high configuration BASE: 2 mm thick galvanized steel plate, diameter 90 mm, with 8 radial stiffening ribs, two of which are provided with a hole to fix a self-tapping screw (M5) in case of fastening to the slab. The base is coupled with a diameter 14 mm galvanized steel threaded rod (type M14). COLUMN: 3 mm thick galvanized steel head, diameter 90 mm, with 4 series of notches, coupled with a 25 mm galvanized steel tube 1.5 mm thick, tapered on one end to fit into the pedestal base’s rod. HEIGHT ADJUSTMENT: obtained by a galvanized steel nut provided with 6 male notches for self-locking with the female notches on the column. NOTE: the above mentioned components are supplied in two separate packings, assembled as follows: - Base + adjusting nut; - Column (head + tube).

Components valid for both low and high configuration HEAD GASKET: 3 mm thick black conductive polyethylene with electrical resistance 104 ohms.It self-locates onto the head owing to 4 small protuberances that fit into suitable notches on the head.

FIELD OF APPLICATION: Offices, EDPs, control rooms, laboratories and any other industrial application with light/medium load requirements.

Transpack Group Service S.p.A. reserves the right to change technical data without notice

54

APPLICATION NOTES: - A regular subfloor is necessary; - The base must be glued to the subfloor (with poliuretanic and conductive one component glue); - The height adjustment nut must be locked by using a few drops of thread locking glue. Rev. July 2010


Subtructure

MPS Without stringers

TECHNICAL DATA DIGIT

ADJUSTMENT

CONFIGURATION

03

Min 32.5mm

Max 45mm

Low

04

Min 37mm

Max 50mm

Low

06

Min 50mm

Max 80mm

Low

07

Min 65mm

Max 90mm

Low

09

Min 75mm

Max 115mm

Low

11

Min 100mm

Max 120mm

High

12

Min110mm

Max 130mm

High

13

Min 110mm

Max 150mm

High

According to height cm

- 20mm

+ 20mm

High

TOTAL WEIGHT 2 Kg / m2

H = 200 mm

Extra weight for every further cm of height: 0.028 Kg/cm

PEDESTAL AXIAL LOAD EN 12825 LOW

HIGH

H mm

45

65

80

95

105

120

200

300

400

500

600

Kn(1)

40.00

40.00

40.00

40.00

40.00

39.00

38.50

37.00

36.00

34.50

33.00

5 4 5 4 3

3 6

2

1

1 MPS low

MPS low: exploded

MPS high

MPS high: exploded

PEDESTAL AXIAL LOAD EN 12825 DESCRIPTION

RIF.

MATERIAL

Base

1

Galvanized steel

3.3

Nut M 14

2

Galvanized steel

3.3

Column Ă˜ 25

3

Galvanized steel

3.3

Head

4

Galvanized steel

3.3

Head gasket

5

Conductive polyethylene

3.3

Internally threaded rodM 14

6

Galvanized steel

3.3

Transpack Group Service S.p.A. reserves the right to change technical data without notice

PIECES m2

Rev. July 2010

55


DESCRIPTION MPL structure is available in two basic configurations: 1 - With nominal height 30, 40, 60, 70 e 90 mm (low configuration); 2 - With nominal height from 110 up to 600 mm (high configuration).

Subtructure

MPL Open U section stringer Pedestal low configuration BASE: 2 mm thick galvanized steel plate, diameter 90 mm, with 8 radial stiffening ribs, two of which are provided with a hole to fix a self-tapping screw (M5) in case of fastening to the slab. The base is coupled with a diameter 14 mm galvanized steel threaded rod (type M14). COLUMN: 3 mm thick galvanized steel head, diameter 90 mm, with 4 series of notches, coupled with a 25 mm galvanized steel tube 1.5 mm thick, with a M14 internally threaded galvanized steel rod which fits into the pedestal base’s rod. HEIGHT ADJUSTMENT: obtained by screwing/unscrewing the base’s threaded rod into the column. Locking is obtained by use of a thread locking glue (one component adhesive). NOTE: the above mentioned components are supplied already assembled (thread locking glue excluded).

Pedestal high configuration BASE: 2 mm thick galvanized steel plate, diameter 90 mm, with 8 radial stiffening ribs, two of which are provided with a hole to fix a self-tapping screw (M5) in case of fastening to the slab. The base is coupled with a diameter 14 mm galvanized steel threaded rod (type M14). COLUMN: 3 mm thick galvanized steel head, diameter 90 mm, with 4 series of notches, coupled with a 25 mm galvanized steel tube 1.5 mm thick, tapered on one end to fit into the pedestal base’s rod. HEIGHT ADJUSTMENT: obtained by a galvanized steel nut provided with 6 male notches for self-locking with the female notches on the column. NOTE: the above mentioned components are supplied in two separate packings, assembled as follows: − Base + adjusting nut; − Column (head + tube).

Components valid for both low and high configuration STRINGER: galvanized steel open U section 15 x 25 x 1 mm. STRINGER GASKET: 1 mm thick black self-extinguishing extruded polyethylene C shaped. HEAD GASKET: 3 mm thick black conductive polyethylene with electrical resistance 104 ohms.It self-locates onto the head owing to 4 small protuberances which fit into suitable notches on the head. FIXING SCREW: self-tapping galvanized steel M5.

FIELD OF APPLICATION: Offices, EDPs, control rooms, laboratories and any other industrial application with light/medium load requirements.

Transpack Group Service S.p.A. reserves the right to change technical data without notice

56

APPLICATION NOTES: - A regular subfloor is necessary; - For over 600mm height, base glueing is recommended (one component conductive poliurethane adhesive); - Earthing by means of connections every 30 m2.

Rev. July 2010


Subtructure

MPL Open U section stringer

TECHNICAL DATA DIGIT

ADJUSTMENT

CONFIGURATION

03

Min 32.5mm

Max 45mm

Low

04

Min 37mm

Max 50mm

Low

06

Min 50mm

Max 80mm

Low

07

Min 65mm

Max 90mm

Low

09

Min 75mm

Max 115mm

Low

11

Min 100mm

Max 120mm

High

12

Min110mm

Max 130mm

High

13

Min 110mm

Max 150mm

High

According to height cm

- 20mm

+ 20mm

High

TOTAL WEIGHT 4.2 Kg / m2

H = 200 mm

Extra weight for every further cm of height: 0.028 Kg / cm

PEDESTAL AXIAL LOAD EN 12825 LOW H mm Kn

(1)

HIGH

45

65

80

95

105

120

200

300

400

500

600

700

800

900

40.00

40.00

40.00

40.00

40.00

39.00

38.50

37.00

36.00

34.50

33.00

31.50

30.00

28.00

(1) The substructure must sustain the working load 4 times.

9

9 5 4 3

8

5 4 7

8 3

7

6 2

1

1 MPL low

MPL low: exploded

MPL high

MPL high: exploded

PEDESTAL AXIAL LOAD EN 12825 DESCRIPTION

RIF.

MATERIAL

Base

1

Galvanized steel

3.3

Nut M 14

2

Galvanized steel

3.3

Column Ă˜ 25

3

Galvanized steel

3.3

Head

4

Galvanized steel

3.3

Head gasket

5

Conductive polyethylene

3.3

Internally threaded rod M 14

6

Galvanized steel

3.3

Stringer

7

Galvanized steel

5.7

Stringer gasket

8

Self-extinguishing polyethylene

5.7

Fixing screw M5

9

Galvanized steel

12

Transpack Group Service S.p.A. reserves the right to change technical data without notice

PIECES m2

Rev. July 2010

57


DESCRIPTION MPM structure is available in two basic configurations: 1 - With nominal height 60, 70 e 90 mm (low configuration); 2 - With nominal height from 110 up to 900 mm (high configuration).

Subtructure

MPM Open U section stringer

Pedestal low configuration

BASE: 2 mm thick galvanized steel plate, diameter 90 mm, with 8 radial stiffening ribs, two of which are provided with a hole to fix a self-tapping screw (M5) in case of fastening to the slab. The base is coupled with a diameter 14 mm galvanized steel threaded rod (type M14). COLUMN: 3 mm thick galvanized steel head, diameter 90 mm, with 4 series of notches, coupled with a 25 mm galvanized steel tube 1.5 mm thick, with a M14 internally threaded galvanized steel rod which fits into the pedestal base’s rod. HEIGHT ADJUSTMENT: obtained by screwing/unscrewing the base’s threaded rod into the column. Locking is obtained by use of a thread locking glue (one component adhesive). NOTE: the above mentioned components are supplied already assembled (thread locking glue excluded).

Pedestal high configuration BASE: 2 mm thick galvanized steel plate, diameter 90 mm, with 8 radial stiffening ribs, two of which are provided with a hole to fix a self-tapping screw (M5) in case of fastening to the slab. The base is coupled with a diameter 14 mm galvanized steel threaded rod (type M14). COLUMN: 3 mm thick galvanized steel head, diameter 90 mm, with 4 series of notches, coupled with a 25 mm galvanized steel tube 1.5 mm thick, tapered on one end to fit into the pedestal base’s rod. HEIGHT ADJUSTMENT: obtained by a galvanized steel nut provided with 6 male notches for self-locking with the female notches on the column. NOTA: the above mentioned components are supplied in two separate packings, assembled as follows: − Base + adjusting nut; − Column (head + tube).

Components valid for both low and high configuration STRINGER: galvanized steel open U section 30 x 25 x 1 mm. STRINGER GASKET: 1 mm thick black self-extinguishing extruded polyethylene C shaped. HEAD GASKET: 3 mm thick black conductive polyethylene with electrical resistance 104 ohms. It self-locates onto the head owing to 4 small protuberances which fit into suitable notches on the head. FIXING SCREW: self-tapping galvanized steel M5.

FIELD OF APPLICATION: Offices, EDPs, control rooms, laboratories and any other industrial application with medium load requirements..

Transpack Group Service S.p.A. reserves the right to change technical data without notice

58

APPLICATION NOTES: - A regular subfloor is necessary; - For over 600mm height, base glueing is recommended (one component conductive poliurethane adhesive); - Earthing by means of connections every 30 m2.

Rev. July 2010


Subtructure

MPM Open U section stringer

TECHNICAL DATA DIGIT

ADJUSTMENT

CONFIGURATION

06

Min 50mm

Max 80mm

Low

07

Min 65mm

Max 90mm

Low

09

Min 75mm

Max 115mm

Low

11

Min 100mm

Max 120mm

High

12

Min110mm

Max 130mm

High

13

Min 110mm

Max 150mm

High

According to height cm

- 20mm

+ 20mm

High

TOTAL WEIGHT 4.5 Kg / m2

H = 200 mm

Extra weight for every further cm of height:0.028 Kg / cm

PEDESTAL AXIAL LOAD EN 12825 LOW

HIGH

H mm

45

65

80

95

105

120

200

300

400

500

600

700

800

900

Kn(1)

40.00

40.00

40.00

40.00

40.00

39.00

38.50

37.00

36.00

34.50

33.00

31.50

30.00

28.00

(1) The substructure must sustain the working load 4 times.

9

9 5 4 3

5 4 8

8

7 3

7

6 2

1

1 MPM low

MPM low: exploded

MPM high

MPM high: exploded

PEDESTAL AXIAL LOAD EN 12825 DESCRIPTION

RIF.

MATERIAL

Base

1

Galvanized steel

3.3

Nut M 14

2

Galvanized steel

3.3

Column Ă˜ 25

3

Galvanized steel

3.3

Head

4

Galvanized steel

3.3

Head gasket

5

Conductive polyethylene

3.3

Internally threaded rod M 14

6

Galvanized steel

3.3

Stringer

7

Galvanized steel

5.7

Stringer gasket

8

Self-extinguishing polyethylene

5.7

Fixing screw M5

9

Galvanized steel

12

Transpack Group Service S.p.A. reserves the right to change technical data without notice

PIECES m2

Rev. July 2010

59


DESCRIPTION MPH structure is available in two basic configurations: 1 - With nominal height 60, 70 and 90 mm (low configuration); 2 - With nominal height from 110 up to mm (high configuration).

Subtructure

MPH Closed section stringer

Pedestal low configuration

BASE: 2 mm thick galvanized steel plate, diameter 90 mm, with 8 radial stiffening ribs, two of which are provided with a hole to fix a self-tapping screw (M5) in case of fastening to the slab. The base is coupled with a diameter 14 mm galvanized steel threaded rod (type M14). COLUMN: 3 mm thick galvanized steel head, diameter 90 mm, with 4 series of notches, coupled with a 25 mm galvanized steel tube 1.5 mm thick, with a M14 internally threaded galvanized steel rod which fits into the pedestal base’s rod. HEIGHT ADJUSTMENT: obtained by screwing/unscrewing the base’s threaded rod into the column. Locking is obtained by use of a thread locking glue (one component adhesive). NOTE: the above mentioned components are supplied already assembled (thread locking glue excluded).

Pedestal high configuration BASE: 2 mm thick galvanized steel plate, diameter 90 mm, with 8 radial stiffening ribs, two of which are provided with a hole to fix a self-tapping screw (M5) in case of fastening to the slab. The base is coupled with a diameter 14 mm galvanized steel threaded rod (type M14). COLUMN: 3 mm thick galvanized steel head, diameter 90 mm, with 4 series of notches, coupled with a 25 mm galvanized steel tube 1.5 mm thick, tapered on one end to fit into the pedestal base’s rod. HEIGHT ADJUSTMENT: obtained by a galvanized steel nut provided with 6 male notches for self-locking with the female notches on the column. NOTE: the above mentioned components are supplied in two separate packings, assembled as follows: − Base + adjusting nut; − Column (head + tube).

Components valid for both low and high configuration STRINGER: galvanized steel closed rectangular section tube, 40 x 25 x 1.2 mm. STRINGER GASKET: 1 mm thick black self-extinguishing extruded polyethylene C shaped. HEAD GASKET: 3 mm thick black conductive polyethylene with electrical resistance 104 ohms. It self-locates onto the head owing to 4 small protuberances which fit into suitable notches on the head. FIXING SCREW: self-tapping galvanized steel M5.

FIELD OF APPLICATION: Offices, EDPs, control rooms, laboratories and any other industrial application with medium/heavy load requirements.

Transpack Group Service S.p.A. reserves the right to change technical data without notice

60

APPLICATION NOTES: - A regular subfloor is necessary; - For over 600mm height, base glueing is recommended (one component conductive poliurethane adhesive); - Earthing by means of connections every 30 m2.

Rev. July 2010


Subtructure

MPH Closed section stringer

TECHNICAL DATA DIGIT

ADJUSTMENT

CONFIGURATION

06

Min 50mm

Max 80mm

Low

07

Min 65mm

Max 90mm

Low

09

Min 75mm

Max 115mm

Low

11

Min 100mm

Max 120mm

High

12

Min110mm

Max 130mm

High

13

Min 110mm

Max 150mm

High

According to height cm

- 20mm

+ 20mm

High

TOTAL WEIGHT 6 Kg / m2

H = 200 mm

Extra weight for every further cm of height: 0.028 Kg / cm

PEDESTAL AXIAL LOAD EN 12825 LOW H mm Kn

(1)

HIGH

65

80

95

105

120

200

300

400

500

600

700

800

900

40.00

40.00

40.00

40.00

39.00

38.50

37.00

36.00

34.50

33.00

31.50

30.00

28.00

(1) The substructure must sustain the working load 4 times.

9

9 5 4 3

5 4 8

8

7 3

7

6 2

1

1 MPH low

MPH low: exploded

MPH high

MPH high: exploded

PEDESTAL AXIAL LOAD EN 12825 DESCRIPTION

RIF.

MATERIAL

Base

1

Galvanized steel

3.3

Nut M 14

2

Galvanized steel

3.3

Column Ă˜ 25

3

Galvanized steel

3.3

Head

4

Galvanized steel

3.3

Head gasket

5

Conductive polyethylene

3.3

Internally threaded rod M 14

6

Galvanized steel

3.3

Stringer

7

Galvanized steel

5.7

Stringer gasket

8

Self-extinguishing polyethylene

5.7

Fixing screw M5

9

Galvanized steel

12

Transpack Group Service S.p.A. reserves the right to change technical data without notice

PIECES m2

Rev. July 2010

61


DESCRIPTION MPC structure is available in two basic configurations: 1 - With nominal height 75, 80, 100, e 125 mm (low configuration); 2 - With nominal height from 140 a 150, a 1025 mm (high configuration).

Subtructure

MPC Omega closed section stringer Pedestal low configuration BASE: 2 mm thick galvanized steel plate, diameter 90 mm, with 8 radial stiffening ribs, two of which are provided with a hole to fix a self-tapping screw (M5) in case of fastening to the slab. The base is coupled with a diameter 14 mm galvanized steel threaded rod (type M14). COLUMN: 3 mm thick galvanized steel head, diameter 90 mm, with 4 series of notches, coupled with a 25 mm galvanized steel tube 1.5 mm thick, with a M14 internally threaded galvanized steel rod which fits into the pedestal base’s rod. HEIGHT ADJUSTMENT: obtained by screwing/unscrewing the base’s threaded rod into the column. Locking is obtained by use of a thread locking glue (one component adhesive). NOTE: the above mentioned components are supplied already assembled (thread locking glue excluded).

Pedestal high configuration BASE: 2 mm thick galvanized steel plate, diameter 90 mm, with 8 radial stiffening ribs, two of which are provided with a hole to fix a self-tapping screw (M5) in case of fastening to the slab. The base is coupled with a diameter 14 mm galvanized steel threaded rod (type M14).. COLUMN: 3 mm thick galvanized steel head, diameter 90 mm, with 4 series of notches, coupled with a 25 mm galvanized steel tube 1.5 mm thick, tapered on one end to fit into the pedestal base’s rod. HEIGHT ADJUSTMENT: obtained by a galvanized steel nut provided with 6 male notches for self-locking with the female notches on the column. NOTE: the above mentioned components are supplied in two separate packings, assembled as follows: - Base + adjusting nut; - Column (head + tube).

Components valid for both low and high configuration STRINGER: galvanized steel omega closed section tube, height 33 mm, large 35 mm (40 mm on the base side), 1.2 mm thickness, supplied in two sizes: 560 e 1800 mm. STRINGER GASKET: 1 mm thick black conductive extruded polyethylene C shaped. GUARNIZIONE A CROCE: 2 mm thick black conductive extruded polyethylene C shaped, with electrical resistance 104 ohms. HEAD GASKET: 3 mm thick black conductive polyethylene with electrical resistance 104 ohms. FIXING SCREW: self-tapping galvanized steel M5. FIXING PLATE: 1.5 mm thick galvanized steel plate.

FIELD OF APPLICATION: Offices, EDPs, control rooms, laboratories and any other industrial application with heavy load requirements.

Transpack Group Service S.p.A. reserves the right to change technical data without notice

62

APPLICATION NOTES: - A regular subfloor is necessary; - For over 600mm height, base glueing is recommended (one component conductive poliurethane adhesive); - Earthing by means of connections every 30 m2.

Rev. July 2010


Subtructure

MPC Omega closed section stringer

TECHNICAL DATA DIGIT

ADJUSTMENT

CONFIGURATION

08

Min 70mm

Max 80mm

Low

10

Min 85mm

Max 115mm

Low

13

Min 105mm

Max 145mm

Low

15

Min125mm

Max 155mm

Low

16

Min 135mm

Max 165mm

Low

According to height

Up to 1025

+/- 25mm

Standard

TOTAL WEIGHT 8.2 Kg / m2

H = 200 mm

Extra weight for every further cm of height 0.028 Kg / cm

PEDESTAL AXIAL LOAD EN 12825 LOW

HIGH

H mm

75

100

115

130

140

150

200

300

400

500

600

700

800

900

Kn(1)

40.00

40.00

40.00

40.00

40.00

39.00

38.50

37.00

36.00

34.50

33.00

31.50

30.00

28.00

(1) The substructure must sustain the working load 4 times.

PEDESTAL AXIAL LOAD EN 12825 DESCRIPTION

RIF.

MATERIAL

PIECES m2

Base

1

Galvanized steel

3.3

Nut M 14

2

Galvanized steel

3.3

Column Ă˜ 25 x 1.2mm

3

Galvanized steel

3.3

Head

4

Galvanized steel

3.3

Head gasket

5

Conductive polyethylene

3.5

Stringer 560mm

6

Galvanized steel

3.5

Stringer1800mm

7

Self-extinguishing polyethylene

Stringer gasket L=560

8

Conductive polyethylene

1 3.5

Stringer gasket L=1800

9

Galvanized steel

1

Fixing screw M5

10

Galvanized steel

13.2

Fixing plate

11

Galvanized steel

13.2

Internally threaded rod M14

12

Galvanized steel

3.3

Transpack Group Service S.p.A. reserves the right to change technical data without notice

Rev. July 2010

63


DESCRIPTION SSH structure is available with nominal height from 110 to 900 mm (high configuration).

Subtructure

SSH Open U section stringer

Configuration

Galvanized steel plate, diameter 90 mm, with 8 radial stiffening ribs, two of which are provided with a hole to fix a self-tapping screw (M5) in case of fastening to the slab. The base is coupled with a 68 or 100 mm height M14 threaded rod complete of M14 adjustment nut, on which is laid a squared tube 25x25 mm of different height, tapered to fit into the threated rod. On top of the column the stringers are installed through Nesite joint method.

Components BASE: Galvanized steel plate, diameter 90 mm, with 8 radial stiffening ribs, two of which are provided with a hole to fix a self-tapping screw (M5) in case of fastening to the slab. The base is coupled with a 68 or 100 mm height M14 threaded rod complete of M14 adjustment nut. COLUMN: 25 x 25 mm galvanized steel squared tube, tapered to fit into the pedestal M14 base’s rod. HEIGHT ADJUSTMENT: obtained by a galvanized steel nut provided with 6 male notches for self-locking with the female notches on the column. FIXING PLATE: made of galvanized steel, specially shaped to be laid on top of the column and fix the stringers. FIXING SCREW: self-tapping galvanized steel M5. STRINGER: galvanized steel open U section 34 x 25 x 1.2 mm, specially shaped for fastening into the squared column. STRINGER GASKET: 1.0 mm thick black self-extinguishing extruded polyethylene C shaped. CROSS GASKET: 2.0 mm thick black conductive polyethylene with electrical resistance ≤104 ohms. It self- locates onto the cross of the stringers. TERMINAL STRINGER: galvanized steel open U section 32.5 x 22-25 x 1.2 mm, specially shaped to be fastened onto the squared column and be inserted into a cut stringer. It is commonly used on the perimeter of the structure. SPECIAL SUPPORT FOR GRILL: galvanized steel open U section, 28 x 14 mm, 1 mm thick, 100 mm long, meccanically fixed to the column.

FIELD OF APPLICATION: Offices, EDPs, control rooms, laboratories and any other industrial application with medium load requirements.

Transpack Group Service S.p.A. reserves the right to change technical data without notice

64

APPLICATION NOTES: - A regular subfloor is necessary; - For over 600mm height, base glueing is recommended (one component conductive poliurethane adhesive); - Earthing by means of connections every 30 m2.

Rev. July 2010


Subtructure

SSH Open U section stringer

TECHNICAL DATA DIGIT

ADJUSTMENT

11

Min 100mm

Max 120mm

12

Min 110mm

Max 130mm

13

Min 120mm

Max 140mm

14

Min130mm

Max 150mm

According to height

- 10mm

+ 20mm

TOTAL WEIGHT 4.5 Kg / m2

H = 200 mm

Extra weight for every further cm of height: 0.025 Kg / cm

PEDESTAL AXIAL LOAD EN 12825 H mm Kn

(1)

105

115

125

135

150

200

300

400

500

600

700

800

900

30.00

30.00

30.00

30.00

30.00

30.00

30.00

30.00

30.00

27.00

24.00

21.00

18.00

9

8

6

5

10 7

4

1

2 ,3

SSH

SSH: exploded

PEDESTAL AXIAL LOAD EN 12825 DESCRIPTION

RIF.

MATERIAL

Complete section

1

Base M14 H=68mm (low)

2

Galvanized steel

3.3

Base M14 H=100mm (standard)

3

Galvanized steel

3.3

Column 25x25

4

Galvanized steel

3.3

Fixing plate

5

Galvanized steel

3.3

Fixing screw M5

6

Galvanized steel

3.3

Stringer

7

Galvanized steel

5.7

Stringer gasket

8

Conductive self-extinguishing

5.7

Cross gasket

9

Conductive polyethylene

3.3

Terminal stringer

10

Galvanized steel

1.5

Transpack Group Service S.p.A. reserves the right to change technical data without notice

PIECES m2

Rev. July 2010

65


TECHNICAL DATA DIGIT

HEIGHT (mm)

ADJUSTMENT

CONFIGURATION

XX

--

± 25mm

Standard

Subtructure

MP Super High

TOTAL WEIGHT 13.5 Kg / m2

H = 1000 mm

Extra weight for every further cm of height: 0.054 Kg / cm

PEDESTAL AXIAL LOAD EN 12825 H mm

1000

1200

1400

1600

1800

Kn(1)

47.00

33.00

26.00

19.00

14.00

3 5 4

2

1

PEDESTAL AXIAL LOAD EN 12825 DESCRIPTON

RIF.

MATERIAL

Base

1

Galvanized steel

3.3

Tube ø 35 approx.

2

Galvanized steel

3.3

Internally threaded rod M18 key HEX 32

3

Galvanized steel

3.3

Head with threaded rod M18

4

Galvanized steel

3.3

Head gasket

5

Conductive polyethylene

3.3

Transpack Group Service S.p.A. reserves the right to change technical data without notice

66

PIECES m2

Rev. July 2010


TECHNICAL DATA DIGIT

HEIGHT (mm)

ADJUSTMENT

CONFIGURATION

RHM

1000-1600

± 25mm

Standard

Subtructure

MP Super High slim

TOTAL WEIGHT 3.3 Kg / m2

H = 1000 mm

Extra weight for every further cm of height: 0.0102 Kg/cm

PEDESTAL AXIAL LOAD EN 12825 H mm

1000

1200

1400

1600

Kn(1)

25.00

18.00

12.00

6.50

5 HEAD GASKET

4 HEAD WITH THREATED ROD M14

THREATED ROD M14 2 TUBE

3 NUT M14

1 HEAD DISK

PEDESTAL AXIAL LOAD EN 12825 DESCRIPTON

RIF.

MATERIAL

Head disk

1

Galvanized steel

3.3

Tube Ø 25x1,2 approx.

2

Galvanized steel

3.3

Nut M14

3

Galvanized steel

3.3

Head with threaded rod M14

4

Galvanized steel

3.3

Head gasket

5

Conductive polyethylene

3.3

Transpack Group Service S.p.A. reserves the right to change technical data without notice

PIECES m2

Rev. July 2010

67


MECHANICAL RESISTANCE CHART OF STANDARD LINE SYSTEM ultimate load UNI 10467 (Deflection <= 2.5 mm; Safety factor = 2)

STRUCTURE LOAD PANELS

PLNAM

MPS/MPL

MPM/SSH

MPH

MPC/MPO

Other characteristics

Conc. S. Distributed Conc. C. Conc. S. Distributed Conc. C. Conc. S. Distributed Conc. C. Conc. S. Distributed Conc. C. (kN) (kN/m2) (kN) (kN) (kN/m2) (kN) (kN) (kN/m2) (kN) (kN) (kN/m2) (kN) 1,00

7,50

1,50

1,50

10,00

2,10

2,30

16,00

2,50

2,80

19,00

3,00

REI

Weight each (kg)

dB

30

~8,5

³30

PLNAV

1,70

12,00

2,50

2,20

16,00

2,90

3,30

22,00

3,50

4,30

26,00

4,50

15

~10

³30

PLTMM

2,00

13,00

2,70

2,60

17,00

3,00

3,60

23,00

3,70

4,20

27,00

4,50

45

~10

³32

PLTMV

3,00

21,00

4,00

3,50

23,00

4,40

4,50

31,00

4,70

5,00

35,00

5,00

30

~11

³32

PLTAV

3,30

21,00

4,50

3,80

23,00

4,50

4,70

31,00

5,00

5,20

35,00

5,30

30

~12

³32

PG6AM

2,40

18,00

3,20

3,10

22,00

3,70

3,80

28,00

4,30

4,20

32,00

5,00

60

~17

³34

PG6AV

4,00

20,00

5,30

4,50

25,00

5,80

5,20

30,00

6,40

5,60

35,00

7,90

45

~18

³34

PG3AM

3,00

23,00

4,00

3,50

27,00

4,40

4,50

31,00

5,10

5,00

35,00

5,40

90

~19

³38

PG3AV

5,00

29,00

6,50

5,50

34,00

7,00

6,00

39,00

7,50

6,50

45,00

8,00

60

~20

³38

PW4AM

2,30

16,00

3,50

2,70

19,00

4,00

3,20

25,00

4,70

4,00

30,00

5,50

60

~14

³34

PW4AV

3,30

16,00

3,50

3,80

19,00

4,00

4,20

25,00

4,70

5,00

30,00

5,50

60

~14

³34

NOTE: For Finished Floor Height FFH more than 750 mm, please verify the real operating condition of the System.

Load position are given as follows: S=on any point of the system C=centre of the panel

Transpack Group Service S.p.A. reserves the right to change technical data without notice

68

Rev. July 2010


MECHANICAL RESISTANCE CHART OF HIGH CLASS SYSTEM ultimate load UNI 10467 (Deflection <= 2.5 mm; Safety factor = 2)

STRUCTURE LOAD PANELS

PLTMMH

Ceramic 60x60

PLTMVH

Ceramic 60x60

PLTMMH/T

Ceramic 30x30

PLTMVH/T

Ceramic 30x30

PG2AVH

Ceramic 60x60

PG2AVH/T

Ceramic 30x30

PG6AMH

Ceramic 60x60

PG6AMH/T

Ceramic 30x30

PG6AVH

Ceramic 60x60

PG6AVH/T

Ceramic 30x30

PG3AMH

Ceramic 60x60

PG3AVH

Ceramic 60x60

PG3AMH/T

Ceramic 30x30

PG3AVH/T

Ceramic 30x30

MPS/MPL

PANELS

MPH

MPC/MPO

Other characteristics

Conc. S. Distributed Conc. C. Conc. S. Distributed Conc. C. Conc. S. Distributed Conc. C. Conc. S. Distributed Conc. C. (kN) (kN/m2) (kN) (kN) (kN/m2) (kN) (kN) (kN/m2) (kN) (kN) (kN/m2) (kN)

REI

Weight each (kg)

dB

2,50

17,00

3,50

3,00

20,00

3,40

4,00

25,00

4,10

4,50

30,00

5,30

45

~19

>32

3,80

25,00

5,50

4,60

29,00

5,80

5,10

33,00

6,30

6,10

36,00

7,40

30

~20

>32

2,00

13,00

2,70

2,60

17,00

3,00

3,60

23,00

3,70

4,20

27,00

4,50

45

~19/21

>32

3,00

21,00

4,50

3,50

23,00

5,50

4,50

31,00

5,50

5,00

35,00

6,50

30

~20/22

>32

3,10

20,00

4,10

3,30

23,00

4,30

4,60

30,00

4,90

5,10

35,00

5,90

45

~19

続30

2,10

20,00

3,50

2,70

23,00

3,80

3,60

30,00

4,30

4,10

35,00

5,40

45

~19/21

続30

3,00

12,00

4,00

3,60

16,00

4,50

4,00

21,00

4,80

4,60

26,00

5,10

60

~24

>34

2,40

12,00

3,40

3,10

16,00

3,70

3,80

22,00

4,20

4,20

26,00

4,70

60

~24/26

>34

5,00

21,00

7,40

5,20

25,00

7,70

5,70

31,00

7,90

6,20

35,00

8,10

45

~25

>34

4,00

20,00

7,10

4,50

25,00

7,40

5,20

31,00

7,50

5,60

35,00

7,70

45

~25/27

>34

3,60

24,00

4,60

4,40

28,00

5,10

4,90

33,00

5,50

5,60

37,00

5,80

90

~26

>38

5,80

33,00

7,50

6,10

37,00

7,80

6,60

41,00

8,00

7,10

46,00

8,10

60

~27

>38

3,00

24,00

4,00

3,50

28,00

4,40

4,50

33,00

5,00

5,00

37,00

5,10

90

~26/28

>38

5,00

33,00

7,30

5,50

37,00

7,60

6,00

41,00

7,80

6,50

46,00

8,00

60

~27/29

>38

STRUCTURE LOAD

MPM/SSH

MPS/MPL

MPM/SSH

MPH

MPC/MPO

Other characteristics

Conc. S. Distributed Conc. C. Conc. S. Distributed Conc. C. Conc. S. Distributed Conc. C. Conc. S. Distributed Conc. C. (kN) (kN/m2) (kN) (kN) (kN/m2) (kN) (kN) (kN/m2) (kN) (kN) (kN/m2) (kN)

REI

Weight each (kg)

dB

PG1AVZ

2,20

16,00

3,30

2,50

18,00

3,70

3,50

22,00

4,00

4,50

27,00

4,50

45

~27

>30

PG2AVZ/Q

3,50

20,00

4,10

3,70

23,00

4,30

4,60

30,00

4,90

5,10

35,00

5,90

45

~25

>34

PLTMMW

2,00

13,00

2,70

2,60

17,00

3,00

3,60

23,00

3,70

4,20

27,00

4,50

45

~11

>32

PLTMVW

3,00

21,00

4,00

3,50

23,00

4,40

4,50

31,00

4,70

5,00

35,00

5,00

30

~12

>32

PG6AMW

2,40

18,00

3,20

3,10

22,00

3,70

3,80

28,00

4,30

4,80

32,00

5,00

45

~17

続34

PG6AVW

4,00

20,00

5,30

4,50

25,00

5,80

5,40

30,00

6,40

5,80

35,00

7,90

45

~18

>34

MPS= without stringers, MPL= light stringers, MPM/SSH= medium stringers, MPH/MPO/MPC= high resistance special stringers

PG3AMW

3,00

23,00

4,00

3,50

25,00

4,40

4,50

31,00

5,10

5,00

35,00

5,40

90

~20

>38

PG3AVW

5,00

29,00

6,50

5,50

34,00

7,00

6,00

39,00

7,50

6,50

45,00

8,00

60

~21

>38

PW4/ PF4AMW

2,30

16,00

3,50

2,70

19,00

4,00

3,20

25,00

4,70

4,00

30,00

5,50

60

~15

>34

PBAT/PBAO

2,00

13,00

2,70

2,60

17,00

3,00

3,60

23,00

3,00

4,20

27,00

3,00

-

~22

-

NOTE: For Finished Floor Height FFH more than 750 mm, please verify the real operating condition of the System.

Load position are given as follows: S=on any point of the system C=centre of the panel

Transpack Group Service S.p.A. reserves the right to change technical data without notice

Rev. July 2010

69


MECHANICAL RESISTANCE CHART OF METAL LINE SYSTEM ultimate load UNI 10467 (Deflection <= 2.5 mm; Safety factor = 2)

STRUCTURE LOAD PANELS

PLNAR0

MPS/MPL

MPM/SSH

MPH

MPC/MPO

Other characteristics

Conc. S. Distributed Conc. C. Conc. S. Distributed Conc. C. Conc. S. Distributed Conc. C. Conc. S. Distributed Conc. C. (kN) (kN/m2) (kN) (kN) (kN/m2) (kN) (kN) (kN/m2) (kN) (kN) (kN/m2) (kN) 2,30

17,50

3,50

3,60

23,00

4,20

4,00

25,00

4,70

4,50

29,50

REI

Weight each (kg)

dB

4,90

15

~10

≥30

PLTMR0

3,80

24,00

4,40

4,60

26,00

5,10

5,00

34,00

6,00

6,00

39,00

7,00

30

~12.5

≥30

P30SS/W

2,00

13,00

3,00

2,60

17,00

3,30

3,60

23,00

3,50

4,20

27,00

3,50

-

~13.5/15.5

-

PLTMMF

2,20

24,00

2,70

2,80

26,00

3,00

3,80

26,00

3,70

4,40

34,00

4,50

45

~11.5

≥32

PG6AR0

3,80

20,00

3,20

4,60

25,00

3,70

5,00

30,00

4,30

6,00

35,00

5,00

60

~19

≥34

PG3AR0

5,00

29,00

4,00

5,50

34,00

4,40

6,00

39,00

5,10

6,50

45,00

5,40

90

~19

≥38

NOTE: For Finished Floor Height FFH more than 750 mm, please verify the real operating condition of the System.

Load position are given as follows: S=on any point of the system C=centre of the panel

Transpack Group Service S.p.A. reserves the right to change technical data without notice

70

Rev. July 2010


Transpack Group Service S.p.A. reserves the right to change technical data without notice

Rev. July 2010

71


Transpack Group Service S.p.A. Headquarters - Via dell’Industria, 19 - 21 35028 Piove di Sacco (PD) - Italy - Tel. +39.049.9713311 Sales Office & Showroom - Via San Marco, 11 35129 Padova - Italy - Tel. +39.049.8072536 Registered office - Via Dante, 42 35029 Pontelongo (PD) - Italy - Fax +39.049.9713313 UAE Branch Floor System Company P.O. Box 49161 - Hamriyah Free Zone Sharjah - UAE Tel. +971 (6) 5269002 - Fax +971 (6) 5269003 nesite@nesite.com - www.nesite.com


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