PLAIN
WALL PVC PIPES
FOR DRAINAGE
AND SEWAGE SYSTEM
|
Unplasticized
poly (vinyl chloride) (PVC-U) pipes for non-pressure underground drainage
and sewerage, which requirements are being specified by
This is reflected in the marking of products by "U" and "UD" The pipes are manufactured in compliance with EN 1401-1 standard of CEN (European commitee for standardizarion), and certified by IIP certificate n° 212.
The
manufacturer's Quality System is in compliance with ISO 9002 standard
and certified by IIP CISQ certificate n° 217 IQNet certificate n°
IT 3407
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Dimensions and weights
|
SN
2 kN/m2 SDR 51
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SN
4 kN/m2 SDR 41
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SN
8 kN/m2 SDR 34
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Outside
diameter mm
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Plain
Wall Thickness mm
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Weight
kg/m
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Plain
Wall Thickness mm
|
Weight
kg/m
|
Plain
Wall Thickness mm
|
Weight
kg/m
|
|
110
|
3.2
|
1.71
|
3.2
|
1.71
|
||
|
125
|
3.2
|
1.95
|
3.7
|
2.22
|
||
|
160
|
3.2
|
2.51
|
4.0
|
3.07
|
4.7
|
3.59
|
|
200
|
3.9
|
3.78
|
4.9
|
4.70
|
5.9
|
5.61
|
|
250
|
4.9
|
5.94
|
6.2
|
7.49
|
7.3
|
8.74
|
|
315
|
6.2
|
9.50
|
7.7
|
11.65
|
9.2
|
13.85
|
|
400
|
7.9
|
15.28
|
9.8
|
18.82
|
11.7
|
22.33
|
|
500
|
9.8
|
23.70
|
12.3
|
29.58
|
14.6
|
34.84
|
|
630
|
12.3
|
37.66
|
15.4
|
46.79
|
18.4
|
55.55
|
General Characteristics of plain wall PVC-U Pipes
| General characteristics | ||
|
Marking
|
PLAST
MEC PVC EN 1401-1 SN_ SDR__ U PVC-U manufacturing date
|
|
| Uses | ||
|
Domestic waste - Industrial waste - Agricultural waste - White, black waste - Mixed waste - Drainage
|
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| Chemical resistance | ||
|
Besides
their good abrasion resistance, PVC-U piping system conforming to this
standard are highly resistant to corrosion both acid and alkaline.
|
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| Compound characteristics | ||
|
Modulus
of elasticity
|
E(1
min)
³ 3000
Mpa
|
|
| Mechanical characteristics of pipes | ||
|
Impact resistance
|
TIR ≤ 10 %
|
EN 744
|
| Physical characteristics of pipes | ||
|
Vicat
softening temperature
|
³
79
°C
|
EN
727
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| Performance requirements | ||
|
Tightness
of elastomeric sealing ring joints
|
According
to EN 1277
|
|
| Laying conditions | ||
|
The
PVC pipes do not need to be re-enforced and covered with concrete except
in particular cases. In normal installation conditions, the expected
average deflection of the outside diameter of the pipes will be less
than 8 %.
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