| HS Code | 581405 |
| Product Name | PetroChina Dushanzi HDPE TUB121N3000M |
| Material Type | High Density Polyethylene (HDPE) |
| Pipe Grade | PE100 |
| Melt Flow Rate Test Condition | 190°C/5 kg |
| Color | Black |
| Form | Pellets |
As an accredited PetroChina Dushanzi HDPE TUB121N3000M factory, we enforce strict quality protocols—every batch undergoes rigorous testing to ensure consistent efficacy and safety standards.
| Packing | PetroChina Dushanzi HDPE TUB121N3000M is supplied in 25 kg woven bags, with 40 bags per pallet, totaling 1,000 kg. |
| Container Loading (20′ FCL) | 20′ FCL container: PetroChina Dushanzi HDPE TUB121N3000M, 25 kg PP bags, palletized, stretch-wrapped, floor-loaded, maximum payload, secured for ocean export. |
| Shipping | PetroChina Dushanzi HDPE TUB121N3000M is a non-hazardous high-density polyethylene resin. Normally shipped in 25 kg bags or 1000 kg jumbo bags, palletized and shrink-wrapped, or in bulk. Not regulated for transport (no UN number). Keep dry, clean, and protected from sunlight, heat, moisture, and contamination during storage and handling. |
| Storage | Store PetroChina Dushanzi HDPE TUB121N3000M in a cool, dry, well-ventilated warehouse, away from direct sunlight, heat, ignition sources, and strong oxidizers. Keep original bags closed and palletized to prevent moisture, dust, and contamination. Do not store outdoors. Avoid prolonged UV exposure and excessive stacking pressure. Maintain clean handling areas and follow local regulations and supplier recommendations. |
| Shelf Life | Shelf life is typically 24 months from production when stored dry, cool, ventilated, in original sealed packaging, away from sunlight. |
In natural gas distribution, the dominant failure mechanisms are slow crack growth under residual stress and rapid crack propagation under decompression waves; both mechanisms are governed by the resin’s molecular architecture and are checked with laboratory-scale or full-scale pipe tests. A PE100 pipe made from TUB121N3000M is given a pressure rating by the design stress derived from the minimum required strength and the appropriate service coefficient; SDR 11 and SDR 17.6 are common dimensions for gas mains and service lines, but the maximum operating pressure is not fixed by the resin alone. The S4 rapid crack propagation test described in ISO 13477 is performed at low temperature on notched pipe or pipe sections, and the arrest criterion ensures that a propagating crack does not travel long distances along the pipe run. Slow crack growth resistance is evaluated by the notched pipe test under elevated temperature hydrostatic loading, as defined in ISO 13479; the pipe must survive a specified number of hours at a stress that is high enough to discriminate PE100 from lower classifications. Gas composition moderates performance: condensed aromatic hydrocarbon fractions can permeate the pipe wall over time and may require chemical compatibility review before the same pressure rating is accepted for odorized gas, sour gas, or high-Btu streams with heavy fractions. Field defects introduced by electrofusion couplers, scraper damage, or butt fusion misalignment are often more severe than laboratory notches; therefore joint qualification follows ISO 4437-2 and EN 1555-2 for gas systems, with inspection by phased array ultrasonic testing in critical mains.
| Standard | Test scope | Condition | Relevance to TUB121N3000M |
|---|---|---|---|
| ISO 9080 | Long-term hydrostatic strength | 20 °C water | PE100 MRS of 10 MPa |
| ISO 12162 | Polyethylene grade classification | Extrapolation from ISO 9080 data | PE100 design stress basis |
| ISO 13477 | Rapid crack propagation S4 test | Low-temperature pipe test | Arrest criterion for gas network design |
| ISO 13479 | Slow crack growth notched pipe test | Elevated temperature hydrostatic loading | Discrimination of PE100 grades |
| ISO 4437-2 | Buried polyethylene gas pipes | Gas distribution systems | MOP derived from MRS, SDR, service coefficient |
| ISO 4427-2 | Polyethylene pipes for water supply | Potable and raw water systems | Pressure rating and dimensional compliance |
Mining and mineral processing plants apply HDPE pressure pipe to transfer fine tailings, reclaim water, and clarified process streams. The resin selection criterion is often the slurry abrasion resistance of the pipe wall under controlled flow velocities; for TUB121N3000M, the wall is used in the as-extruded condition with no internal lining, and the service life depends on particle size distribution, solids concentration by weight, flow velocity, and pipe orientation. More than one variable cannot be isolated: a reduction in slurry velocity below the critical deposition velocity creates a sliding bed that accelerates local wall loss, while an increase in velocity beyond the economic optimum increases frictional pressure drop and may intensify impingement wear at elbows. The use of HDPE rather than carbon steel is generally justified when the solids are fine and the pH is below the range where corrosion dominates; for sharp, freshly crushed quartz particles, rubber-lined steel or ceramic alternatives should be compared. Continuous exposure at ambient temperature to dilute acids and alkaline liquors is accepted; concentrated nitric acid, hot hypochlorite solutions, and strong oxidizing brines are excluded because they attack the polyethylene chain. Butt fusion welds in slurry service require post-weld bead cleanliness and, where possible, the use of long-radius fabricated bends to avoid bolt-on steel elbows that introduce internal turbulence at flange transitions.
Landfill leachate transfer lines and process effluent headers impose a combination of internal pressure, aggressive aqueous chemistry, and long dwell times at near-ambient temperature. The main concern is environmental stress cracking when the pipe is exposed to wetting agents, organic acids, and settled leachate fractions; the resin should be screened against the full-notch creep test in accordance with ISO 16770 because the bent-strip ESCR test is not a direct substitute for pipe-grade slow crack growth performance. For TUB121N3000M, electrofusion saddles and couplers must be fused exactly at the manufacturer’s energy input because leachate service eliminates the possibility of compensating for a weak weld through internal pressure relaxation. The pipe is normally pressure-rated in the same manner as water or drainage force mains, but the engineer must apply the appropriate chemical resistance factor if the leachate contains high concentrations of aromatic hydrocarbons or solvent-like components that plasticize the amorphous fraction of the polymer. Visual inspection after first exposure does not capture long-term molecular weight degradation, so annual coupon extraction or in-line pressure decay testing is recommended in critical cells. Published data on this specific grade under leachate conditions is limited; conservative pressure derating and joint inspection intervals are advised until plant-specific validation is obtained.Multilayer pipe production uses the resin as one of several melt streams in a coextrusion head; the driving requirement is rheological compatibility with the other polyethylene layers. If the grade is supplied with a bimodal molecular weight distribution and a carbon black masterbatch system, it can serve as the outer pressure-bearing layer over a core of recycled or transition material, provided the layer thickness ratio is sufficient to carry the design stress. Coextrusion dies are fitted with spiral mandrels or plate dies; the total output is divided across extruders sized according to the layer percentage, and melt pressure is balanced at the die entrance to prevent layer instability. For TUB121N3000M, the producer’s melt flow rate and shear viscosity curve should be compared with the adjacent layer compound at the same shear rate encountered in the die land; mismatches above a critical ratio produce visible weld lines or a nonuniform layer thickness that cannot be corrected by downstream sizing alone. The pipe wall must still conform to the applicable product standard, such as ISO 4427-2 or EN 12201-2 for water, and the outer layer must provide the UV stabilization expected for outdoor storage if the grade is black or otherwise stabilised. Multilayer constructions should not be used to hide lower-quality internal material when the pipe is intended for long-term pressure service unless the layer design is validated by full-scale hydrostatic tests on the finished wall.
Solid-wall pipe extruded from TUB121N3000M can be machined and fabricated into stub flanges, side-outlet tees, and blind flanges by cutting the pipe and butt-fusing injection-molded or extruded fittings under controlled heating plate temperature and fusion pressure; the resulting assemblies are tested according to ISO 13953 for weld tensile strength and ISO 4427-3 for pressure cycling.
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PetroChina Dushanzi HDPE TUB121N3000M is a black, bimodal high-density polyethylene pipe extrusion grade produced at the Dushanzi Petrochemical complex. The grade is classified as PE 100 under ISO 12162-1, corresponding to a minimum required strength of 10 MPa at 20 °C for 50 years derived from ISO 9080 hydrostatic regression. The material is supplied as compounded pellets with a carbon black level of 2.0–2.5 wt% for ultraviolet stabilization and is intended for pressure pipe extrusion in potable water distribution, natural gas distribution, industrial slurry transport, and sewage force mains.
The molecular weight distribution is bimodal. The low-molecular-weight fraction reduces melt viscosity during extrusion, while the high-molecular-weight fraction raises slow crack growth resistance and long-term hydrostatic strength. This architecture separates TUB121N3000M from unimodal HDPE pipe compounds that commonly display shorter failure times in notched pipe tests under ISO 13479 or lower full notch creep test values under ISO 16770. The grade is therefore positioned for pressure pipes where long service life and resistance to slow crack growth are the primary design inputs.
The prefix TUB identifies tubular or pipe/profile extrusion within the Dushanzi product nomenclature. The numeric string 121N3000M encodes internal reactor generation, nominal melt flow target, and additive package. The material is not a general-purpose injection molding or film extrusion grade; its melt mass-flow rate is below 1 g/10 min under ISO 1133-1:2022 at 190 °C and 5 kg, with a producer datasheet nominal value of 0.30 g/10 min. This low flow value is typical for PE 100 pipe extrusion grades and indicates high molecular weight. The black compound contains carbon black at 2.0–2.5 wt% to meet outdoor storage and buried service UV requirements.
The primary incoming quality-control parameters are melt mass-flow rate, density, and carbon black dispersion. The nominal property profile reported by the producer is summarized in the following table:
| Property | Test method | Value |
|---|---|---|
| Melt mass-flow rate, 190 °C / 5 kg | ISO 1133-1:2022 | 0.30 g/10 min |
| Density | ISO 1183-1:2019 | 0.959 g/cm³ |
| Tensile stress at yield | ISO 527-2:2012 | 25 MPa |
| Tensile strain at break | ISO 527-2:2012 | >600 % |
| Flexural modulus | ISO 178:2019 | 1000 MPa |
| Charpy notched impact, 23 °C | ISO 179-1 | 21 kJ/m² |
| Charpy notched impact, -30 °C | ISO 179-1 | 9 kJ/m² |
| Environmental stress crack resistance | ASTM D1693-15, 10% Igepal | >1000 h |
| Oxidative induction time, 210 °C | ISO 11357-6:2018 | >30 min |
| Carbon black content | ISO 6964 | 2.0–2.5 wt% |
The MFR value of 0.30 g/10 min under 5 kg indicates that plastication requires a grooved-barrel single-screw extruder with L/D ratio between 30:1 and 36:1. Barrel temperatures are typically set between 180 °C in the feed zone and 210 °C at the die. A reverse temperature profile, with the feed zone hotter than the second barrel zone, is often used on grooved-barrel machines to reduce screw torque. Melt temperatures below 190 °C may produce incomplete plastication of the high-molecular-weight fraction, leading to pressure surges and sharkskin defects at the die. Sustained melt temperatures above 220 °C consume the antioxidant package and increase gel particle formation. The processing window should therefore be controlled within 190–220 °C, with the tighter target 190–210 °C for thick-wall pipe.
Predrying is generally unnecessary unless storage conditions have produced surface condensation. If relative humidity exceeds 70 % or ambient temperature cycles produce condensation, low-temperature drying at 60–80 °C for 2–4 h is sufficient to remove surface moisture and prevent internal voids in the weld line area.
Long-term hydrostatic strength is the primary performance variable for pressure pipe. PE 100 classification under ISO 12162-1 requires a lower confidence limit of 10 MPa at 20 °C for 50 years. The bimodal molecular architecture supports slow crack growth resistance; notched pipe test ISO 13479 at 80 °C and 4.0 MPa internal pressure typically exceeds 500 h on finished pipe, while full notch creep test ISO 16770 at 80 °C and 4.0 MPa may exceed 300 h in laboratory screening. Published lot-specific data for this exact grade under all pipe dimensions are limited because final values are influenced by extrusion melt temperature, cooling rate, pipe diameter, and wall thickness.
Short-term mechanical properties are not sufficient for pressure-pipe qualification. Tensile yield stress of 25 MPa under ISO 527-2 and elongation at break above 600 % are useful incoming-material checks, but they do not predict failure times under slow crack growth. Flexural modulus of 1000 MPa under ISO 178 is relevant to ring stiffness calculations for buried pipe, while Charpy notched impact values of 21 kJ/m² at 23 °C and 9 kJ/m² at -30 °C under ISO 179-1 indicate ductile-to-brittle behavior relevant to cold installation.
For outside diameters above 400 mm and wall thicknesses above 60 mm, gravity-driven melt movement becomes a limiting production variable. The high-molecular-weight fraction in TUB121N3000M increases melt strength, but it does not eliminate sag. Die melt temperature is normally reduced to 190–195 °C for thick-wall sections to increase elongational viscosity and slow sag deflection. Vacuum sizing with four to six floating plugs or a two-chamber vacuum system is used to hold the melted tube against calibration sleeves. Cooling water temperature is held at 15–20 °C; lower quench temperatures can freeze the outer surface before the inner wall shrinks, creating residual stresses that may reduce long-term hydrostatic performance.
On production lines equipped with grooved-barrel extruders of 90 mm diameter, head pressure is monitored to avoid excessive screw torque and melt temperature override. The melt temperature at the die should be measured with an immersion probe rather than relying on barrel set points because the high-molecular-weight fraction contributes shear heating. Published Dushanzi-specific pressure and sag data for this exact grade are limited; line trials with finished pipe wall thickness verification are required to establish stable operating boundaries.
Potable water lines are exposed to free chlorine residuals that accelerate oxidative degradation at the polyethylene-water interface. The antioxidant package in TUB121N3000M is designed to provide an oxidative induction time above 30 min at 210 °C under ISO 11357-6. This value is useful for processing stability and gross oxidative stability, but it is not a direct measure of chlorinated water service life. Short-term qualification should follow ASTM F2263 or ISO 1167 on finished pipe with simulated potable water at 60 °C and 1.0 mg/L chlorine. Published multi-year failure data for this exact Dushanzi grade in chlorinated water are limited; therefore, full-scale pipe certification remains the responsibility of the pipe manufacturer. Sustained chlorine residuals above 4 mg/L require specific validation and are outside the typical published datasheet envelope.
For mining slurry transport and industrial effluent lines, the high-density and bimodal structure provide resistance to abrasive wear and slow crack growth. The resin alone does not constitute pipe certification. Finished pipe must comply with ISO 4437 for natural gas distribution or ISO 4427 for potable water, with additional regional requirements such as EN 1555 in Europe. HDPE pipe grades are generally resistant to aqueous acids, bases, and salts at ambient temperatures, but concentrated oxidizing acids, aromatic hydrocarbons, and chlorinated solvents can reduce mechanical strength. Chemical resistance should be evaluated on the finished pipe using ISO 4433 or ASTM D543 immersion testing.
For gas distribution, the pipe must also be tested for rapid crack propagation and resistance to gas condensates. The bimodal structure of TUB121N3000M contributes to low-temperature impact resistance, but the pipe manufacturer must verify full-scale critical pressure under ISO 13477 and slow crack growth under ISO 13478 for the specific outside diameter and wall thickness.
The primary distinction is chain architecture. Unimodal HDPE pipe grades often exhibit MFR values of 0.8–1.2 g/10 min and lower slow crack growth resistance. TUB121N3000M at 0.30 g/10 min has higher melt viscosity and a broader molecular weight distribution, which improves thick-wall sag control but may reduce throughput on short L/D extruders. Compared with PE 80 grades, the PE 100 classification permits a higher design stress of 10 MPa versus 8 MPa minimum required strength, which can allow thinner pipe walls or higher pressure ratings for the same outside diameter. Within the PE 100 category, the grade’s black carbon black package distinguishes it from natural or colored polyethylene materials used for indoor non-pressure conduits.
The carbon black content of 2.0–2.5 wt% also places the grade in the black compound class for UV stabilization, whereas natural PE 100 grades require separate UV stabilizer systems and are typically used for indoor or jacketed applications. The lubricant and antioxidant package is formulated for long extrusion campaigns; pipe producers switching from unimodal grades may observe higher melt pressure at the same screw speed and may need to adjust barrel temperature profiles or screw design.
On arrival at the conversion plant, each lot is typically checked for MFR, density, carbon black content, and moisture. Batch-to-batch MFR variation should be held within ±0.03 g/10 min to maintain consistent wall thickness and die pressure. Screw configuration for pipe extrusion is generally a grooved feed section, barrier flight, and mixing section with L/D ratio 30:1 to 36:1. Screen packs of 40/60/80 mesh are used to trap degraded gels and foreign particles. Die land length is set to provide a land-to-gap ratio of 10:1 to 15:1, which reduces weld lines from spider supports and stabilizes the melt front before calibration. Pipe is then cooled in vacuum calibration tanks; the first calibration sleeve is typically held at 10–15 °C to set the outer diameter before the remaining cooling water lowers the temperature to ambient.