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AS/NZS 1260 PVC-U DWV Pipe
AS/NZS 1260 PVC-U DWV Pipe is designed for drain, waste and vent applications, with stiffness classes selected according to installation and loading conditions. SN4/SN6 are generally used for plumbing and domestic applications, while higher stiffness classes such as SN8/SN10 are suitable for municipal drainage and deeper burial.
Product Details
| Nominal Size DN | Mean OD(mm) | SN Class | Wall Thickness(mm) | |||
| 32 | 36.20 | 一 | 1.90 | |||
| 40 | 42.80 | 一 | 2.00 | |||
| 50 | 55.70 | 一 | 2.20 | |||
| 65 | 68.70 | 一 | 2.70 | |||
| 80 | 82.30 | 一 | 2.90 | |||
| 100 | 110.00 | SN4 | 2.50 | |||
| 100 | 110.00 | SN6 | 3.00 | |||
| 100 | 110.00 | SN8 | 3.50 | |||
| 150 | 160.00 | SN4 | 4.00 | |||
| 150 | 160.00 | SN8 | 5.00 | |||
| 175 | 200.00 | SN4 | 5.80 | |||
| 175 | 200.00 | SN8 | 7.00 | |||
| 225 | 250.00 | SN4 | 6.50 | |||
| 225 | 250.00 | SN8 | 7.50 | |||
| 300 | 315 | SN4 | 7.50 | |||
| 300 | 315.00 | SN8 | 9.00 | |||
Application Scenarios
AS/NZS 1260 PVC-U DWV Pipe is designed for gravity-flow wastewater and drainage systems in residential communities, commercial buildings, and urban infrastructure. Its smooth internal surface supports efficient wastewater flow and helps reduce sediment buildup.
The pipe is widely used for household sanitary drainage, wastewater discharge, and building DWV systems. Its lightweight construction and corrosion resistance make installation and long-term maintenance easier.
AS/NZS 1260 pipe can be used for drainage and wastewater systems in commercial buildings, factories, warehouses, and other facilities where gravity-flow drainage is required.
The pipe is suitable for underground gravity-flow drainage and sewer applications. Its resistance to corrosion and moisture provides reliable performance in buried environments when properly installed.
PVC-U DWV pipe can be used as vent piping within building drainage systems to maintain proper air circulation and pressure balance, supporting efficient wastewater discharge.
Key Advantages of UPVC Pipes
1. Lightweight
Unit weight is only 1/6 that of cast iron pipes, facilitating easy handling and transport.
UPVC density: 1,350–1,550 kg/m³ vs. ductile iron: ~7,050 kg/m³. A DN400 UPVC pipe requires only 4 workers for transport and installation, with each joint completed in ~10 minutes. Ductile iron pipe (Class K9) of the same diameter is virtually uninstallable without heavy machinery—particularly advantageous in rugged terrain or remote areas. Transport costs reduced by 50–66%.
2. Low Flow Resistance
Smooth inner wall prevents scaling; friction loss is over 30% lower than cast iron pipes.
Roughness coefficient: n=0.009, substantially lower than metallic pipes. Under identical diameter and flow conditions, head loss per unit length is significantly reduced, lowering pump head requirements and energy consumption. Flow capacity increased by 30% compared with cast iron pipes of the same diameter.
3. High Mechanical Strength
Excellent pressure rating, impact resistance, and tensile strength. Low modulus of elasticity provides superior seismic performance.
As a flexible pipe,the low modulus also dampens water hammer and pressure surge effects. Widely applied in pressure classes ranging from 0.2 to 2.5 MPa.
4. Corrosion Resistance
Outstanding resistance to inorganic acids, alkalis, salts, and chemicals; unaffected by moisture or soil pH.
No anti-corrosion coating required. Maintenance costs are only 30% of cast iron pipes. Ideal for industrial wastewater discharge and highly corrosive environments such as seawater aquaculture.
5. Easy Installation
Flexible EPDM rubber ring joints or solvent cement joints enable rapid assembly.
Correctly installed joints are leak-proof. Systems can be commissioned immediately upon successful pressure testing, significantly shortening construction schedules.
6. Long Service Life
Designed service life of 50+ years under normal operating pressure.
Excellent aging resistance, immune to bacterial and biological attack, ensuring long-term, reliable water transmission.
7. Non-Toxic and Hygienic
Manufactured with lead-free, environmentally friendly calcium-zinc stabilizers, fully compliant with national drinking water hygiene standards.
UPVC is nutritionally inert to microorganisms. The smooth bore inhibits sludge accumulation and tuberculation, preventing secondary contamination. Jianlong UPVC pipes have achieved full lead-free production.
8. Cost-Effective
Lower material, transport, and installation costs, combined with extended service life, deliver significant economic benefits.
Total project costs are 30–40% lower than cast iron systems. Maintenance costs are only 30% of cast iron, and labor costs are substantially reduced.
Install
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Packaging and Delivery
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Quality control and testing
| Table 7 Physical and Mechanical Properties | ||
| project | Require | Test methods |
| density | 1350 kg/m³~1460 kg/m³ | See 8.4 |
| Vicat softening temperature | ≥80℃ | See 8.5 |
| Longitudinal shrinkage rate ° | ≤5% | See 8.6 |
| Tensile yield stress | ≥45 MPa | See 8.7 |
| Elongation at break | ≥80% | See 8.8 |
| Light transmittance | ≤0.2% | See 8.9 |
| Drop hammer impact (in TIR) | ≤5% | See 8.10 |
| Applicable only to e. Pipes ≤16mm. Applicable only to pipes marked "Opaque". Exposed pipes should be opaque. | ||
hydrostatic strength
The hydrostatic strength of the pipe should meet the requirements of Table 8.
| Table 8 (Static)liquidPressurepowerfulSpend | |||||
| Nominal outer diameter d./mm | Test parameters | Require | Test methods | ||
| Test temperature / °C | Test time/h | Circumferential stress/MPa | |||
| dₙ<40 | 20 | 1 | 36 | No cracks, no leaks | See 8.11 |
| dn≥40 | 20 | 1 | 38 | ||
| All specifications | 20 | 100 | 30 | ||
| 60 | 1000 | 10 | |||
6.6Pipe socket hydrostatic strength
The hydrostatic strength of the pipe socket is only applicable to sockets with elastic sealing rings and should meet the requirements of Table 9.
| Nominal outer diameter d,/mm | Test parameters | Require | Test methods | ||
| Test temperature / °C | Test time/h | Test pressure/MPa | |||
| dₙ≤90 | 20 | 1 | 3.8×PN | No cracks, no leaks | See 8.12 |
| da>90 | 3.04×PN | ||||
6.7Hygiene requirements
6.7.1 The vinyl chloride monomer content of pipes used for conveying drinking water shall not exceed 1.0 μg.g/g6.7.2 The sanitary requirements for pipes used to transport drinking water shall comply with... combineGB/T 17219According to the regulations.
| Nominal outer diameter d./mm | M-Class | H-class | ||
| mass/kg | Height/mm | mass/kg | Height/mm | |
| 20 | 0.5 | 400 | 0.5 | 400 |
| 25 | 0.5 | 500 | 0.5 | 500 |
| 32 | 0.5 | 600 | 0.5 | 600 |
| 40 | 0.5 | 800 | 0.5 | 800 |
| 50 | 0.5 | 1000 | 0.5 | 1000 |
| 63 | 0.8 | 1000 | 0.8 | 1000 |
| 75 | 0.8 | 1000 | 0.8 | 1200 |
| 90 | 0.8 | 1200 | 1.0 | 2000 |
| 110 | 1.0 | 1600 | 1.6 | 2000 |
| 125 | 1.25 | 2000 | 25 | 2000 |
| 140 | 1.6 | 1800 | 3.2 | 1800 |
| 160 | 1.6 | 2000 | 3.2 | 2000 |
| 180 | 2.0 | 1800 | 4.0 | 1800 |
| 200 | 2.0 | 2000 | 4.0 | 2000 |
| 225 | 2.5 | 1800 | 5.0 | 1800 |
| 250 | 2.5 | 2000 | 5.0 | 2000 |
| 280 | 3.2 | 1800 | 6.3 | 1800 |
| ≥315 | 3.2 | 2000 | 6.3 | 2000 |
FAQ
1.Do UPVC pipes buried underground require anti-corrosion treatment?
UPVC pipes offer excellent chemical corrosion resistance and are unaffected by moisture or soil pH levels, thus requiring no anti-corrosion treatment. However, care must be taken to remove stones from the trench bottom and lay a sand bed of at least 15 cm before pipe installation to prevent damage from sharp objects.
2.What is the service life of UPVC water supply pipes?
Under normal operating pressure and applicable temperature ranges, the design service life is 50 years. Actual service life may vary depending on installation quality, operating pressure, temperature, and other factors.
3.What are the main causes of leakage in solvent cement joints?
Inferior or expired cementing materials
Improperly cleaned joint surfaces (presence of moisture, oil, or dust)
Uneven or insufficient application of solvent cement
Failure to chamfer the pipe spigot end
Incomplete insertion — spigot not pushed to the bottom mark
Moving the pipe before adequate curing time
Construction at excessively low temperatures (below -10°C is not recommended)
4.What should be noted regarding trenching and backfilling?
Stones at the trench bottom must be removed and a sand bed of at least 15 cm laid before pipe installation. Pipes must not be laid directly on rocks.
During backfilling, large bricks or stones must not be thrown directly onto the pipes.
Backfill material should be compacted in accordance with specifications.
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