Pvc-U SEWAGE PIPES SYSTEMStabil SN2 - SN4 - SN8

NORM EN 1401

Stabil SN compact

TEC

HN

ICA

L D

ATA

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MADE IN ITALY

Compact U –PVC pipes pipe for underground discharge pipes for sewerage and rainwater Drainage in conformity with standard EN 1401Socket with elastomeric gasket

Stabil SN compact

• Elastic Modulus > 3000 Mpa • Better guarantee of hydraulic tightness 0.5 bar• Greater resistance to compression and deformability• Greater chemical resistance• Greater resistance over time (> 50 years)

MAIN CHARACTERISTICS

SPECIFICATIONSPVC compact pipe not under pressure, The pipe must comply with standard UNI EN 1401 stiffness class SN.. … (SN2 - SN4 - SN8) kN/m2 measured according to EN ISO 9969...

The pipe must be supplied in bars of total length 6 m; each bar will be fitted with a special EPDM gasket according to standard UNI EN 681/1 WC.

The pipe must also bear the markings required by the reference standard and the relative certification mark.The manufacturer must be able to provide the purchaser with the relative test certificate or declaration of conformity with the following tests: • stiffness (SN) test according to EN ISO 9969 • flexibility test at 30% according to EN ISO 9967 • resistance test according to EN 295-3 • leakage tightness test at 0.5 bar under pressure and at 0.3 bar under negative pressure for 15 min. according to EN 1277

Licenziataria del marchioper tubi di:PVC - Norma UNI 1401

160 - 400 (vedi notiziario I.I.P.)

Code U: application in area more than one meter from the buildingCode D: application in area under and within one meter from the buildingCode UD: application areas both U and D

total length of bar m 6RANGE OF PRODUCTION

MECHANICALS propErTIES /pErforMANCETEST STANDARD REQUIREMENT

STABIL SN PERFORMANCE

Density ISO 1183 1.35 -1.51 1.35 -1.51

Abrasion resistance EN 285 Afther 100000cycles ≤ 30%

Afther 100000cycles ≤ 30%

Ring StiffnessEN 1401ISO 9969

≥ 2 kN/m2 = SN2≥ 4 kN/m2 = SN4≥ 8 kN/m2 = SN8

≥ 2 kN/m2 ≥ 4 kN/m2

≥ 8 kN/m2

Impact Resistance 0 c° EN 1401 ≤ 10% ≤ 5%

Ring Flexibiliy EN 1401ISO 9967

no cracking after deformation to 30%

no cracking after deformation to 30%

Elogation At break EN 638 > 80% > 80%

Longitudinal shrinkage EN 743 ≤ 5% ≤ 5%

Determination of creep ratio EN 1401 Year 2 -2.5 Year 2 -2.5

Tighness underpressure of system EN 1401 – EN 1277 no loss After 30 min no loss After 30 min

Tighness undernegative pressure of system EN 1401 – EN 1277 Var. ≤ 10% Var. ≤ 10%

Diameter Est. mm 160 200 250 315 400 500 630

Thikness mm. 3,2 3,9 4,9 6,2 7,9 9,8 12,3

Pipe available mt 6 - mt 5 - mt 3 - mt 2 - mt 1

SN2 SDR 51 CODE ULicenziataria del marchio per tubi di:PVC - Norma UNI 1401

160 - 400 (vedi notiziario I.I.P.) www.tubipvc.it

Diameter Est. mm 110 125 160 200 250 315 400 500 630

Thikness mm. 3,2 3,2 4,0 4,9 6,2 7,7 9,8 12,3 15,4

Pipe available mt 6 - mt 5 - mt 3 - mt 2 - mt 1

SN4 SDR 41 CODE UDLicenziataria del marchio per tubi di:PVC - Norma UNI 1401

160 - 400 (vedi notiziario I.I.P.) www.tubipvc.it

SN8 SDR 34 CODE UDLicenziataria del marchio per tubi di:PVC - Norma UNI 1401

160 - 400 (vedi notiziario I.I.P.) www.tubipvc.it

Diameter Est. mm 160 200 250 315 400 500 630

Thikness mm. 4,7 5,9 7,3 9,2 11,7 14,6 18,4

Pipe available mt 6 - mt 3

Diameter Est. mm 110 125 160 200 250 315 400 500 630

Length 65 65 80 90 140 170 190 230 295

STIffNESS CLASS SN2 KN/m2 • permanent temperature of piped liquids 40°C; • coverage on the uppergeneratrix of the pipe 0.80 m; • coverage on the upper generatrix of the pipe 3.00 m; • traffic 12 t/axle; • trench; • laying.

STIffNESS CLASS SN4 - SN8 KN/m2 • permanent temperature of piped liquids 40°C; • coverage on the uppergeneratrix of the pipe 0.80 m; • coverage on the upper generatrix of the pipe 6.00 m; • traffic 18 t/axle; • trench; • laying.

CONDITIONS OF USE STABIl SN compact

CLASSIfICATIoN of ExCAvATIoNS

D = outside diameter of pipe.

B = width of trench at upper generatrix of the pipe.

H = filling height starting from the upper generatrix of the pipe.

Type of trench B

Narrow trench ≤ 3 D < H/2

Wide trench> 3 D< 10 D < H/2

Infinite trench ≥10 D ≥ H/2

Strada statale 341, n°24 - 21015 Lonate Pozzolo - (VA) Italiatel. ++39 0331 301 733 fax ++39 0331 301 516 www.stabilplastic.it info@stabilplastic.it

rECoMMENDIATIoNS for A CorrECTINSTALLATIoN oN THE BUILDING YArDA correct unstallation and the use of suitable quality products guarantee safetyand duration of lifetime. The standars of reference available today, offer a wideguide for the installation of conducts made of resins:UNI EN 1610: Construction and testing of sewage connections and collectors.ENV 1046: Conducts of resins.Systems for the conduction of waters or sewerage outside buildingsMethods for underground or aerial installation.

INSTrUCTIoNS for INSTALLATIoNThe abutment done manually up to half the pipe and compacted by walking simly with feet.The filling up to the upper part of the pipe, carried out manually and again compacted with feet.A layer of 150 mm compacted by a machine, can be added, provied that it is not done directlyon the upper part of the pipe.The abutment and the filling up to 200 mm on the upper part of the pipe can be done in one solution, if material, such as sand or loose and sieved ground is used.The remaining backfill can be completed and compacted in layers of not more than 250 mm,if it is not compacted directly on the pipe. This can be done up to 300 mm of height from the upper part of the pipe. The remaining backfill can be completed and compacted accordingto the requirements of surface finish.

MADE IN ITALY