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Sapiliège: The naturally insulating panel

Simonin’s 30 years of knowledge and experience in the design and manufacture of timber components for construction, the sandwich panel Sapiliège® which is load bearing offers the complete solution for floors, ceilings and partition walls.

Presentation

Sapiliège® is constructed of two outer decorative timber faces with a central cork core; this insulation core is available in a selection of thicknesses. Sapiliège® panels are suitable for wide span floors and ceilings. They can also act as a partition wall as well suited for mezzanines, its design allows Sapiliège to adapt to many styles of interior designs: old, contemporary, modern, …

The advantages of Sapiliège® insulation panels

Selecting two high quality sanded wood sides, Sapiliège® allows you to achieve floor and ceiling in one step.

More cost effective than a traditional design, Sapiliège® allows you to lighten your joists and beams.

Sapiliège® benefits from thermal performance and sound insulation. Cork is a rot-proof material robust against rodents or insects. Cork is also hard to ignite.

Species and finishes

The Sapiliège® panels offer selected timber, a wide range of finishes and colours. Available with spruce, oak or ash surface.

The species

The aspects

The finishes

On sanded or brushed finishes

Projects

Technical datasheet

Models SL 86 SL 136
Wood + Cork + Wood (in mm) 19+48+19 20+96+20
Usable widths (in mm) 205 205
Weights in kg/m² 28,4 39,0
R value theoretical (m² x K/W) 1.38 2.40
Insulation coefficient U
(W/m² x K)
0.65 0.39

* SL 86 = usable length 2.45 linear meters
* SL 136 = all lengths available

Sapiliège® SL 86 (vertical installations)
For interior wall up to 2.45 ml
Compensated linear load 3900 daN/ml
Compensated load per element 800 daN/unit
Solid beam reinforcement
Compensated load per element
4000 daN/unit
Sapiliège® SL 86
flooring
Loads ≤ 300 daN/m²
Span bearing (linear installation) 1.25 ml
Over hanging 0.40 ml

Models

SL 136

Wood + cork + Wood (mm)

20+96+20

Usable widths (mm)

205

Weights in kg/m²

39.0

R value theoretical
(m² x K/W)

13.63

* SL 136 = all width

Resting on 3 members

SL 136

Eligible spans in ml.

Off setting Loads

(daN/m²)

100

4.70

150

3.80

200

3.20

250

2.90

300

2.60

350

2.30

* Resting on 2 members = span A / 1.25
* Roofing limited to 30% of the table

Resting on 3 cross members SL 136
Acceptable spans in linear meters, up to:
Off setting
loads (daN/m²)
100 4.70
150 3.80
200 3.20
250 2.90
300 2.60
350 2.30

* Resting on 2 members = span A / 1.25
* Roofing limited to 30% of the table

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