Technical Data Sheet Spt Mag Sip

S.C. SIP PANEL TECHNOLOGIES SRL CUI: 23681602 J40/6420/2008

TECHNICAL DATA SHEET SPT MAG – SIP

Manufacturer: Sip Panel Technologies SRL - Bucharest

Description: SPT MAG-SIP panels are interior and exterior structural elements arranged both vertically (like walls) and horizontal (the floor) in the building component and are composed of two sides of magnesium oxide (acting as resistance) and a “PUR’’ core chemical foam insulation.

SPT Panels MAG - SIP are used for portable and non-portable external walls in civil, industrial and agricultural partitions, floors, tiles thermal and / or acoustic insulation for civil, industrial and agricultural.

Storage: SPT MAG - SIP panels can be stored both interior and exterior, weather conditions do not affect the quality of panel.

Packing : SPT MAG - SIP panels are packed on pallets, each protected with strech foil 8 panels./pallet

Properties : Excellent thermal insulation Excellent acoustic insulation High quality compared to traditional construction products (e.g.: brick and block, concrete, wood). Approved for construction in high seismic risk areas.

Dimensions 1200 x 3000 x 150

Eremia Grigorescu Street, No 16, District 1, Bucharest, Romania Phone: +40 21 528 07 58 Fax: +40 21 528 07 48 [email protected] www.sippaneltechnologies.eu S.C. SIP PANEL TECHNOLOGIES SRL CUI: 23681602 J40/6420/2008

No.cr Characteristics UM Test method Reference Measured values t values 1.1 – Thermal resistance m2 * OK / R’ min= 1,8im R’ = 4,67 R W U’ max.= 0,56 U’ = 1/R = 0,214 1.2 – Overall heat W / m2 * Conf. C107/1 transferU coefficient in OK steady

3- Field Temp.Tsi OC Depending on I Text. = - 12 oC the winter Tsi c = + 19,20 climate oC II Text. = - 15 oC Tsi c = + 19,10 oC III Text. = - 18 oC Tsi c = + 19,00 oC IV Text. = - 21 oC Tsi c = + 18,95 oC 1. Minimum inside surface Depending on Ti= + 20 OC temperature Tsi min. the winter I Text. = - 12 oC climate Tsi min = + 18,00 OC oC II Text. = - 15 oC PTE IH -17/17.02 Tsi min = + 17,81 Metodologie oC INCERC Iaşi nr. III Text. = - 18 oC 521-1993,act.1- Tsi min = + 17,62 2004 oC SR EN IV Text. = - 21 oC 13165:2009 Tsi min = + 17,44 oC O Maximum temperature C Δ Timax = 2,54 drop between the indoor max. 4 air and the inner surface is Δ Timax > 60% In zone I - no risk of condensation to HRI = 88% ,In 1.4- Risk of condensation Zone II - no risk of % condensation to HRI = 87%, In zone I - no risk of condensation to HRI = 86% In zone I - no risk of condensation to HRI = 85%

Determination of unsteady Min. 15 Wall heat treatment: ext. ЎT = 44 2.1-oscillation damping ** Min 25 floors coefficient outdoor C 107/4 temperature ЎT 2.2- Phaze – shift Min. 8h wall ε = 10,5 h oscillator coefficient. Text ε ore [h] PTE IH -17/17.02 ext. 2. Metodologie Min 10h INCERC Iaşi nr. floors 521-1993,act.1- C 107/4 2004 Normativ C 107-4 2.3- Winter stability Min. 5 ext coefficient Φi ** wall. Φi = 8 Mni 6 floors C 107 / 4 O o 2.4- Interior amplitude C ATi = 0,6 C temp ATi < 1%

2.5 - Thermal inertia index ** - D = 2,045 D 3. Acoustic characteristics dB SR EN ISO Min. 30 Noise insolation 140-9:2010 index 38 dB air 4.1- Thermal conductivity W / m* PTE IH – O of insulating material – K 04/04.11/ Max. λ i10 = 0,0267 4. PUR - core SR EN 12667: 0,03 2002

4.2- Thermal conductivity W / m* SR EN λ i10 = 0,2357 of magnesium oxide OK 13165:2009 boards RЎ vapor permeability Permeability resistance ** resistance 5.1 - permeability factor.:MgOx resistance factor. 1/KD SR EN ISO -- boards. .1/KD = 5. (vapor diffusion coefficient 12572:2002 28 μ) SR EN PUR foam1/KD = 13165:2009 10 - Vapor diffusion coefficient μ: MgOx boards. μ =

28 PUR foam. μ = 10 5.2 – Permeability vapor m/s -- Rc = 441,7 .108 rezistance Rc m/s 6.1- Apparent density in kg / m3 -- PUR foam core nat. State at 28 days ρa ρi = 44.51 kg / m3 umed 28 MgOx plate. ρi = 928 kg / m3 6.2- Apparent density in kg / m3 PTE IH -04/04.03/ -- PUR foam core 6. dry state at 28 days ρa usca SR EN ρusc = 43.73 kg / 28 1602+AC:1998 m3 MgOx board ρusc = 888 kg / m3

6.3 - Equilibrium moisture % -- PUR foam core in natural environment Wg = 1.77% MgOx board Wg = 4.5%

Mechanical resistance of -- σb = 680 kPa material 7.1-l Tensile Strength

kPa 7.2- Resist. compression, kPa Rc, PUR core,on the PTE IH – 9/09.14- > 25 kPa σm = 250 kPa perpendicula direction to 01/ the surface of SIP panels SR EN 826:1999 7. PTE IH- 9/09.14- 02/ SR EN 12089:1999 SR EN 12090:1999 SR EN 13165:2009 7.3- Resist. shear strength kPa -- τ = 10860 kPa adhesion R adf 7.4- Result in the kPa -- G = 43188 kPa determination of shear modulus resist. to bend SR EN 12090:1999- pct. 8.3 Dimensional stability in - Expansion temperature and humidity surface to + 80 + conditions specified: -1 ° C HR = 90 + 8.1-Expansion - -5%

contraction from - For PUR core Δ temperature ΔlT Δ εL = 0.30% = Δ εL, < 0,5 0.30% εl Δ εl < 0,5 - For plates MgOx. Δ εd < 2 ΕL = 0.16% Δ Δ εl % Pentru clasa = 0.16% superioara - Expansion in DS(TH)12 thickness up to + Conf. SR EN 80 + -1 ° C HR = 13165:2009 90 + -5% - SIP panel set Δ = εd + 0.52% - Contractions to surface - 30 + -1 ° C PTE IH - For PUR core εL -04/04.04 / = Δ - Δ εl = 0.25% SR EN - 0.25% 1604+AC:1998 - For plates MgOx PTE IH -19/12.07/ εL = Δ - Δ εl = SR EN 0.15% - 0.15% 13165:2009 Contracting SR EN 60068 -2- thicknesses up to - 5:2001 30 + -1 ° C SIP panel set Δ = εd - 0.33%

8. 8.2-Expansion – - For PUR core contraction on humidity Δ εL = 0,35 % Δlφe , after 48 h Δ εl = 0,35 % immersion Δ εd = 0,94 % % - For plates Mg- Ox -- Δ εL = 0,07 -0,16 % Δ εl = 0,07- 0,15 % Δ εd = 0,75 % - For SIP panel assembly Δ εL = 0,17 % Δ εl = 0,16 % Δ εd = 0,91 %

2 2 Water absorption Ac kg/m Wp = 0,863 kg/m 9.1 Short-term water -- absorption by immersion partial SR EN 1609 + AC:

1999 9. 9.2 Water absorption of kg/m2 Max. 5 -for PUR core long total immersion EN PTE IH -04/04.06/ W h = 0,86 ... 1,5 12087-99 in volume SR EN -- - for Mg Ox board percentage 1609+AC:1999 W h = 14,8.....17,3 SR EN 12087-99 - SIP SR EN -- W h = 3,24 13165:2009

10.1-freeze/thaw After 300 freeze- resistance thaw cycles on the % Min 50 compressive strength perpendicular SIP panel surface is 10. less than 7%. No changes detected mass loss or inyegrity 10.2-strength sunlight UV * PTE IH After 1000 h ruv -04/03.02.02/ exposure to SR EN 12091 simulated solar -1999 SR EN -- radiation 13165:2009 ULTRAVITALUX3 00 lamps, intensity 1120 W/m2, not for changes in appearance, structure or integrity exposed surfaces.

Compressive strength fc MPa PTE – IMMS - Cf. NE 012- 02/04, PTE – 1:2007, for 11. IMMS - 02/07. class LC 8/9 11.20 SR EN 12390- and 3:2009 , LC 12/13 SR EN 12390- = 9 ... 13 3:2009/AC:2011 , SR EN 12390- 7:2009 .

Tensile strength in MPa PTE – IMMS - Cf. STAS bending fct 02/06. 10107/0-90, 4.36 12. SR EN 12390- for class 5:2009. C 12/15 = 1.19

13. Determination of modulus MPa PTE – IMMS - -- of elasticity in compression 02/08. 65 [E] STAS 5585-71.

14. General buckling strength *** PTE 4.9 - IMMS- Not found general of compression 31 / 02.01 buckling PTE - IMMS- 08 / compressive e 02 Environmental testing. PTE 4.9 - IMMS- Ground Seismic qualification of m/sec2 31 / 04.02 acceleration construction. Shaking PTE - IMMS- 08 / exceeding table tests 06 5 m/sec2, 6 m/sec2 15. SR EN 60068-2- Intensity 6:2003 MSK> IX and SR EN 60068-2- Richter 57:2003 Magnitude> SR EN 60068-3- 7.0 3:1994 Testing resistance to fire - min. PTE-FOC-01.02 20 min. 16. fire resistance elements - SR EN 1364-1: Cf.OM natural scale 2002 1822/2004 26

Eremia Grigorescu Street, No 16, District 1, Bucharest, Romania Phone: +40 21 528 07 58 Fax: +40 21 528 07 48 [email protected] www.sippaneltechnologies.eu