Moulding: Sand casting and lost foam, selected by diameter.
Material: Ductile iron EN-GJS-500-7 to ISO 2531 and EN 545.
Size range: DN50 to DN600, with wall thickness calculated from pressure class.
Standards: Flange drilling to EN 1092-2 or ANSI B16.1; joint detail to the specified system.
Machining: Flange facing, bolt hole drilling, socket turning, all from one datum.
Lining: Cement mortar lining to ISO 4179, or epoxy for aggressive water.
Testing: Hydrostatic test piece by piece at 1.5 times rated pressure; dimensional check on first-off.
Capacity: 10,000 t per year of fittings, lined and tested before dispatch.
Lead time: 30-35 days on repeat, 8 weeks with new patterns.
Category: Precoated Sand Casting
A pipe fitting is bought against a standard, and the standard decides almost everything: the wall thickness, the pressure rating, the joint geometry, the lining, the marking and the test. Buyers who treat standards as interchangeable discover the difference at the inspection, or worse, at the pressure test on site.
EN 545 covers ductile iron fittings for water pipelines, and it is the reference for most of Europe. ISO 2531 is the international equivalent and is largely aligned, with differences in the test frequencies and the marking.
AWWA C110 covers grey and ductile iron fittings for waterworks in North America, and it specifies its own wall thickness formula, its own pressure classes and its own joint dimensions. A fitting that meets EN 545 is not automatically compliant with C110, and the flange drilling is different: C110 uses ANSI B16.1 class 125 flanges, EN 545 uses EN 1092-2 PN10 or PN16.
What that means practically: a project that names C110 needs C110 tooling, not a relabelled European fitting. We will say which standard a quote is for rather than assume.
EN 545 expresses pressure rating as PN10, PN16, PN25 or PN40, and the wall thickness is calculated from the diameter and the rating rather than fixed by a table.
The calculation includes a safety factor and an allowance for the laying conditions, so a DN300 PN16 fitting has a wall that is thicker than a DN300 PN10 one. Manufacturers are allowed a tolerance on the wall, and a fitting at the bottom of the tolerance is compliant and less durable than one at nominal.
That is worth knowing when comparing quotes. A cheap fitting is often one where the wall is at the minimum and the lining is at the thin end. The standard permits it; the pipeline's service life may not.
Push-on socket joints use a rubber gasket in a groove and rely on the pipe end pushing in to compress it. They are fast to install, allow a few degrees of deflection, and are the default for buried mains.
Flanged joints bolt two machined faces together. They are rigid, they can be dismantled, and they are used at pumps, valves, plant entries and anywhere the line must be opened.
Mechanical joints use a gland and bolts to compress a gasket against the pipe. They tolerate more misalignment and are common on repair and connection work where the pipe end is not perfectly prepared.
The joint type is usually set by the network standard, not by the fitting. What we need to know is the pipe outside diameter the fitting must accept, because that, not the nominal size, is what the gasket seals against.
Ductile iron fittings for potable water are normally lined. Cement mortar lining to EN 545 or ISO 4179 protects the iron and stabilises the water; it is cheap and it lasts decades, but it raises the pH slightly in soft water and reduces the bore.
Epoxy lining, at 250 to 400 micrometres, gives a smoother bore, a lower friction loss and no pH effect. It costs more and it needs a properly prepared surface or it will blister.
For aggressive water, sulphate-rich soil or seawater, the outside coating matters as much as the inside. A zinc plus bitumen coating is the European default; a zinc plus epoxy is used where the soil is more aggressive.
If your specification names a lining and a coating, we apply to that. If it does not, we will ask what the water and the soil are before choosing.
A pressurised bend produces a thrust force that tries to push the joint apart. On a DN300 PN16 90 degree bend at full pressure, that force is around 110 kN, which is eleven tonnes pushing the fitting off the pipe.
That force has to be resisted by a thrust block, by restrained joints, or by the fitting being anchored. It is a design responsibility, not a manufacturing one, but it is the reason a bend is a more critical part than its size suggests.
Restrained joints use a locking ring or a welded bead to transfer the thrust into the pipe. Where they are specified, the fitting has to be made with the groove or the bead, which is a tooling decision made at order, not a field modification.
Three dimensions decide whether a fitting goes in: the socket bore, the flange drilling and the face-to-face length.
The socket bore has to match the pipe outside diameter within the gasket's tolerance. A bore that is 2 mm oversize may still seal with a new gasket and will leak when the gasket ages.
The flange drilling has to match the mating flange in bolt count, bolt size and pitch circle. A PN16 flange and an ANSI class 125 flange both have eight bolts on a DN200, and the pitch circles differ by a few millimetres, which is enough to prevent assembly.
Face-to-face length matters on a repair, where the fitting has to drop into a gap. We hold it to the standard's tolerance and will confirm the actual dimension on the drawing at order.
A utility buying to EN 545 expects the fitting to be marked with the manufacturer, the standard, the nominal size, the pressure rating, the material designation and the heat or batch number. The mark has to survive coating and handling, which means cast in or stamped before coating, not painted on after.
Traceability usually goes further: a certificate with the heat analysis, the tensile test, the elongation and the pressure test result, tied to the batch number on the fitting.
We cast the marking into the pattern, which is the only way it survives galvanizing and handling. A painted or inked mark is gone by the time the fitting reaches the trench.
A fitting that passes every factory test can still fail on site, and the causes are predictable.
Dirt in the socket is the most common. A gasket that seats on a grain of sand leaks, and the leak appears at the first pressure test, not at installation. The instruction is to wipe the socket and the pipe end, and it is ignored more often than anyone likes to admit.
Misalignment is the second. A push-on joint tolerates a few degrees of deflection, and beyond that the gasket is compressed unevenly. A joint forced into alignment with a digger is a joint that will leak.
The first fill should be slow, with air released at the high points. A line filled at full flow compresses the air and produces a pressure surge that can move a fitting and open a joint that was sound.
Our installation sheet covers all three, and it travels with every batch because the failures it prevents are more common than any casting defect.
Water networks outlive their suppliers. A fitting installed in 1985 may have been made by a company that no longer exists, to a standard that has been withdrawn.
Replacing it means working from the pipe, not from the standard. The critical dimensions are the outside diameter of the pipe it joins, the flange drilling of whatever it bolts to, and the face-to-face length available in the trench.
We have made fittings for mains where the nominal size was metric, the pipe was imperial, and the flange was to a withdrawn national standard. The approach is the same each time: measure the pipe, measure the mating flange, and cast to those numbers rather than to a catalogue.
It costs more than a standard fitting and it is still cheaper than replacing a section of main to suit a catalogue size.
Reference price range: US$0.10 to 100.00 per piece, FOB Qingdao. Minimum order quantity: 500 pieces per item. The final unit price is quoted against your drawing and depends on part weight, material grade, moulding process, machining allowance and tooling amortisation. Reference prices are valid until 31 December 2027.
No. The wall formula and the flange drilling differ, so they need separate tooling. We will quote whichever standard the project names.
DN600 in the current range. Above that the part moves outside the flask and we would quote a different process or a fabricated alternative.
We hydrostatic test to the standard's requirement, which is usually a sample per batch rather than 100 percent. Full testing can be quoted for critical projects.
Cement mortar to ISO 4179 for most networks. Epoxy where the water is soft, where friction loss matters, or where the utility specifies it.
Yes, with the groove or bead cast in. Tell us at order, because it changes the pattern.
Heat certificate, dimensional report, pressure test record and coating thickness readings, all tied to the batch marking on the fitting.