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INEOS HDPE ELTEX TUB121N

    • Product Name: INEOS HDPE ELTEX TUB121N
    • Factroy Site: Yudu County, Ganzhou, Jiangxi, China
    • Price Inquiry: admin@ascent-chem.com
    • Manufacturer: Ascent Petrochem Holdings Co., Limited
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    Specifications
    HS Code 608912

    As an accredited INEOS HDPE ELTEX TUB121N factory, we enforce strict quality protocols—every batch undergoes rigorous testing to ensure consistent efficacy and safety standards.

    Packing & Storage
    Packing INEOS HDPE ELTEX TUB121N is packaged in 25 kg polyethylene bags, with 55 bags per pallet (1,375 kg total).
    Container Loading (20′ FCL) 20′ FCL loaded with INEOS HDPE ELTEX TUB121N pellets, non-hazardous, in 25 kg bags, palletized, shrink-wrapped; approx. 18–20 MT net.
    Shipping INEOS HDPE ELTEX TUB121N is normally shipped as non-hazardous polymer pellets in 25 kg PE bags on stretch-wrapped pallets. Use clean, dry, covered trucks/containers. Protect from moisture, UV, heat, and contamination. Maintain ambient conditions, avoid bag damage, keep labels intact, and check local transport regulations. No dangerous-goods documentation required.
    Storage Store INEOS HDPE ELTEX TUB121N in a cool, dry, well-ventilated warehouse, away from direct sunlight, heat, sparks, flames, and incompatible substances. Keep original bags sealed and pallets off the floor to prevent moisture and contamination. Avoid prolonged outdoor exposure. Maintain stable stacking, good housekeeping, and first-in, first-out stock rotation. Follow local regulations and the supplier SDS.
    Shelf Life Typically 24 months from production when stored unopened in original packaging, in a cool, dry area away from sunlight and moisture.
    Application of INEOS HDPE ELTEX TUB121N

    In municipal potable water pressure-pipe extrusion, INEOS HDPE ELTEX TUB121N is processed as a PE100-classified compound whose long-term hydrostatic strength at 20 °C for 50 years is not less than 10.0 MPa when regression analysis follows ISO 9080:2022 and material classification follows ISO 12162:2009. The applicable product standards are EN 12201-1:2011, EN 12201-2:2011, ISO 4427-1:2019, ISO 4427-2:2019, ANSI/AWWA C901-17, and ANSI/AWWA C906-15. The grade is supplied as a black compound with carbon black content controlled between 2.0% and 2.5% by weight, and its melt mass-flow rate is typically 0.20 g/10 min to 0.30 g/10 min at 190 °C under a 5 kg load when tested according to ISO 1133-1:2022. Density is typically 0.955 g/cm³ to 0.960 g/cm³ under ISO 1183-1:2019. Because drinking-water approvals are issued on the finished pipe rather than on the resin alone, the structural wall is maintained at 100% virgin TUB121N in most national schemes. Clean in-house regrind from the same production lot may be added only to the outer layer at a maximum of 10% by weight, provided the regrind has not been in chlorinated service, has not been stored outdoors for more than 12 months, and has passed hydrostatic revalidation at 80 °C for 165 h at 4.5 MPa on SDR 11 pipe before reintroduction.

    Production of potable water mains from TUB121N is carried out on grooved-feed single-screw extruders rather than twin-screw machines, because the grooved feed bushing generates the forward conveying force required to suppress slip in this high-molecular-weight melt. Screw designs with an L/D ratio between 30:1 and 36:1, a barrier section in the compression zone, and a spiral mandrel distribution head are typical on operating lines. Temperature settings from the feed throat to the die are staged from 180 °C to 210 °C in the barrel, 205 °C to 220 °C at the adapter, and 200 °C to 215 °C at the die; melt temperature measured at the extruder gate is kept between 195 °C and 225 °C. At melt temperatures below 195 °C, pipe lines can exhibit intermittent melt fracture at the die lip and carbon-black agglomerates can remain visible in the wall; above 230 °C, oxidation accelerates and peroxide-catalysed chain scission increases the gel count. Pipe calibration uses a vacuum tank held at −0.6 bar to −0.8 bar and spray-cooling water between 35 °C and 60 °C, with final pipe surface temperature below 25 °C before coiling or cutting. Terminal products include blue-striped or fully black potable water mains from DN 20 mm to DN 1200 mm in SDR 7.4 to SDR 41, supplied in 6 m and 12 m bars for larger diameters and 50 m to 150 m coils for small service pipes. Because HDPE is non-hygroscopic, predrying is normally unnecessary; however, if pellets are stored at relative humidity above 60% or exposed to rain during transloading, visible surface condensation is removed by a 2 h hot-air drying step at 80 °C before the material enters the feed hopper.

    What Practical Limits Govern TUB121N Use in Buried Gas Distribution Networks?

    Natural gas distribution pipes manufactured from TUB121N are regulated by ISO 4437-1:2014, ISO 4437-2:2014, EN 1555-1:2021, EN 1555-2:2021, ASTM D2513-20, and the performance requirements of 49 CFR Part 192 in the United States; European operators additionally reference DVGW GW 335. The addition-ratio parameter for gas pipe is narrower than for water pipe: the structural pipe wall is 100% virgin TUB121N, post-industrial or post-consumer regrind is not permitted, and if a coextruded yellow identification layer is specified, the yellow masterbatch is loaded in that skin layer at 4% to 6% by weight with the same PE100 carrier resin, giving a skin thickness of 0.2 mm to 0.4 mm. This exclusion of regrind is driven by rapid crack propagation resistance and the requirement for long-term hydrostatic strength without flaw populations.

    The production process for gas-distribution pipe consumes the same grooved-feed single-screw extrusion platform, but the operating window is deliberately tightened to a melt-temperature band of 205 °C to 220 °C and a screw-speed band that keeps head pressure above 220 bar on DN 90 mm to DN 315 mm lines. Insufficient homogenisation at lower pressures produces visible pigment striations and raises the probability of slow crack growth initiation at score defects. The extruded pipe is tested on every production run by notched pipe testing according to ISO 13479:2022 at 80 °C under hoop stress of 4.0 MPa or 4.5 MPa depending on SDR, and rapid crack propagation is characterised by the S4 test of ISO 13477:2022 or the full-scale test of ISO 13478:2022. Terminal products are black PE100 gas mains and service pipes with yellow identification stripes, DN 20 mm to DN 630 mm, SDR 11 and SDR 17, supplied in straight lengths up to 20 m or coils from 50 m to 150 m for small-diameter services.

    Compliance and formulation reference for TUB121N downstream applications
    ApplicationPrimary compliance standardsAddition ratioTerminal product types
    Potable water pressure pipeEN 12201-1:2011, EN 12201-2:2011, ISO 4427-1:2019, AWWA C901-17100% virgin wall; in-house regrind ≤ 10% outer layerDN 20 mm–1200 mm, SDR 7.4–41 mains
    Buried gas distributionISO 4437-1:2014, EN 1555-1:2021, ASTM D2513-20, 49 CFR Part 192100% virgin wall; regrind not permitted; yellow skin masterbatch 4%–6%DN 20 mm–630 mm, SDR 11/17 gas mains
    Landfill leachate handlingDIN 8074:2011, DIN 8075:2011, EN ISO 175:2016100% virgin wall; in-house regrind ≤ 5%DN 110 mm–400 mm perforated and slotted lines
    Mining slurry and tailingsISO 9080:2022, ISO 12162:2009, ISO 4427-1:2019, ASTM D4060-19100% virgin wall; in-house regrind ≤ 5%DN 160 mm–1200 mm, SDR 7.4–17 tailings pipes
    Closed-loop geothermal circuitsANSI/CSA C448.1-22, EN 12201-2:2011, ASTM D3035-21100% virgin compound; regrind excludedDN 25 mm–40 mm, SDR 9/11 loop coils
    HDD and trenchless rehabilitationASTM F714-19, ISO 11298-1:2018, ASTM F1962-21100% virgin structural wall; in-house regrind ≤ 5% outer layerHDD pipe strings and liners, SDR 7.4–11
    Cable protection ductingIEC 61386-24:2019, ASTM F2160-19, EN 61386-24:2010100% virgin outer layer; in-house regrind ≤ 20% inner wallDN 40 mm–200 mm solid-wall and double-wall conduits

    Leachate collection and transfer lines in municipal solid waste containment systems are produced from TUB121N as solid-wall and post-extrusion perforated pipes where chemical resistance and stress-crack resistance dominate selection. Because no single harmonised product standard covers leachate pipe, the relevant compliance framework is normally DIN 8074:2011 and DIN 8075:2011 for pipe dimensions and material, ASTM D3350-21 cell classification for HDPE used in leachate collection, and chemical resistance testing according to EN ISO 175:2016. If the pipe is perforated, slotted, or used in a landfill drainage blanket, the design life requirement of 30 years under the EU Landfill Directive 1999/31/EC typically applies. The pipe wall is formulated at 100% virgin TUB121N; post-consumer recyclate is excluded, and in-house regrind is limited to 5% by weight because leachate pH can vary from 4 to 10 and organic constituents vary across cells. Carbon black content for UV-exposed sections is maintained between 2.0% and 2.5% by weight, which is normally already present in the compound.

    The extrusion process uses a 30:1 to 36:1 L/D grooved-feed single-screw line; melt temperature is held at 200 °C to 220 °C. Perforations are cut, drilled, or punched offline after vacuum calibration to avoid wall collapse. Butt fusion follows ISO 21307:2017 procedures, with bead size controlled by ring fusion pressure. Terminal products include perforated and slotted drainage pipe in DN 110 mm to DN 400 mm, SDR 11 and SDR 17, and solid-wall transfer lines for leachate pumping stations. Published data specific to TUB121N under long-term exposure to concentrated landfill leachate is limited; therefore site-specific immersion testing on finished pipe according to EN ISO 175:2016 is required before final material selection.

    When Coarse Particulate Slurries Justify a Thick-Wall HDPE Pipe

    For mineral tailings, dredging, and process-water return lines, TUB121N is selected when the piping system must combine pressure rating with abrasion resistance and resistance to lime-scaling. The governing pressure classification remains ISO 12162:2009 under ISO 9080:2022, and dimensional selection follows ISO 4427-1:2019 and ISO 4427-2:2019; for mining-process slurry applications, published design standards are less prescriptive than for potable water, so engineering firms often add the modified sand-slurry abrasion test of ASTM D4060-19 and the cumulative-damage estimation principles of ISO 13760:2018. The addition-ratio envelope for the structural wall is 100% virgin TUB121N; external recyclate is not used, and in-house regrind is capped at 5% because pipe extracted from abrasive service can retain embedded fines that create flaw sites. For tailings lines where a harder inner surface is desired, coextrusion with a black TUB121N skin layer containing 2.0% to 2.5% carbon black does not change the pressure-bearing cross-section, but addition of abrasive-resistant or UHMWPE modifiers to the inner layer is not covered by published INEOS data for this specific configuration.

    Thick-wall pipe production for slurry service is a deep-dive process zone because cooling shrinkage and frozen-in stress become the dominant quality constraints. The same single-screw grooved-feed extruder is used, but the haul-off speed is reduced for wall thicknesses above 50 mm and the cooling tank water is staged from 60 °C in the first chamber to 20 °C in the final spray, limiting the cooling-rate differential to below 1.5 °C/min across the wall. Excessively fast cooling produces a radial residual-stress gradient that can lower long-term hydrostatic strength at the inner wall. Terminal products are SDR 7.4 to SDR 17 slurry lines from DN 160 mm to DN 1200 mm, with butt-fusion joints per ISO 21307:2017 and flanged adapters at pump stations.

    Closed-loop ground source heat pump circuits impose low internal pressures but demand a 50-year service life under cyclic thermal loading. The installation and product standards are ANSI/CSA C448.1-22, EN 12201-2:2011 for PE100 pressure pipe, and ASTM D3035-21 for standard outside-diameter controlled PE pipe. TUB121N is used at 100% virgin compound in the entire loop because in-house regrind is excluded from closed-loop ground heat exchangers subject to antifreeze solutions and thermal fatigue cycling from −5 °C to 40 °C. The polymer has a thermal conductivity of approximately 0.40 W/(m·K) to 0.42 W/(m·K); published data for this exact grade under geothermal heat-transfer fluid is limited, so fluid compatibility testing is required for propylene-glycol and ethanol-water mixtures.

    The pipe is extruded on small-diameter grooved-feed single-screw lines at melt temperatures of 200 °C to 220 °C, vacuum-calibrated to SDR 9 or SDR 11, and coiled into 150 m to 300 m loops. After loop fabrication, socket fusion and butt fusion per ISO 21307:2017 produce U-bend manifolds. Terminal products are vertical borehole U-bend loops and horizontal ground loops, typically DN 25 mm to DN 40 mm, with no threaded transitions because HDPE cannot be joined reliably by threading.

    HDD Rehabilitation Pipe Wall Conditions and Butt-Fusion Quality Windows

    Horizontal directional drilling and trenchless pipe renewal place TUB121N in a stress regime dominated by pull force, external collapse, and bending curvature rather than continuous internal pressure. The governing standards include ASTM F714-19 for solid-wall HDPE pipe used in water and sewer applications, ISO 11298-1:2018 for polyethylene pipe used in trenchless installation, and ANSI/AWWA C906-15 for pressure-class PE pipe; installation design is typically checked against ASTM F1962-21 for HDD pull force estimation. The formulation addition ratio is 100% virgin TUB121N in the structural wall, with in-house regrind restricted to 5% or less and located only in the outer layer; no post-consumer material is added because pull force calculations assume a uniform polyethylene matrix without contaminant flaw populations.

    Pipe strings for HDD are produced as thick-wall SDR 7.4 to SDR 11 pipe and butt-fused into lengths exceeding 500 m where site layout permits. The extrusion window is shifted slightly toward higher melt temperature 210 °C to 225 °C to reduce frozen-in orientation in thick pipe walls; calibration vacuum is maintained at −0.8 bar to control outside-diameter tolerance for butt-fusion alignment. On production lines, the limiting bottleneck is not the extruder but the cooling table length, because SDR 9 pipe above DN 500 mm requires staged cooling to keep the surface temperature below 25 °C before cutting. Terminal product forms include pull-in pipe strings for water and sewer pressure renewal, pipe-liner segments for sliplining, and sacrificial HDD casing strings where the HDPE pipe is used as the outer conduit.

    Power and fibre-optic cable ducting produced from TUB121N departs from pressure-pipe logic because the performance criterion is crush resistance and UV stability rather than hydrostatic strength. The applicable standards are IEC 61386-24:2019 for buried conduit systems, ASTM F2160-19 for solid-wall HDPE conduit, and EN 61386-24:2010 in the European market. Because these ducts are not pressure-rated, the formulation addition ratio can include up to 20% in-house regrind by weight in the inner wall or non-visible layers, while the outer exposed layer remains 100% virgin TUB121N with carbon black at 2.0% to 2.5% for UV stabilisation. Post-consumer regrind is still excluded unless it originates from the same HDPE conduit production line and is tested for density and melt mass-flow rate according to ISO 1183-1:2019 and ISO 1133-1:2022.

    Extrusion on a grooved-feed single-screw line at 190 °C to 210 °C is followed by vacuum calibration and spray cooling; corrugated double-wall construction adds a second extruder for the smooth inner wall, with the TUB121N outer shell providing ring stiffness. Terminal products include DN 40 mm to DN 200 mm solid-wall and double-wall corrugated ducts, fibre-optic microduct bundles, and high-voltage power conduits supplied on reels up to 1000 m.

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