Moulding: Clay sand for bends and tees, resin sand where the branch core gets complex.
Material: Ductile iron EN-GJS-500-7 for pressure lines; grey iron for drainage duty.
Size range: DN50 to DN600, with wall schedule to your standard.
Weight range: 2-80 kg per fitting.
Wall: Thickened on the outside of the bend and at the branch, where thrust load sits.
Testing: Hydrostatic at 1.5 times rated pressure on every fitting.
Lining: Cement or epoxy lining inside, zinc primer plus top coat outside.
Lead time: 30 days on repeat work.
Category: Lost Foam Casting
A pipe fitting is where a line changes direction, size or count. Every one of those changes puts a load into the pipe and a disturbance into the flow, and a fitting that was made by welding three pieces together has two more failure points than one that was cast as a single body.
A fabricated bend is a pipe cut at an angle and welded, or a set of mitred segments welded together. It works, and it has a weld at the point of maximum stress: the intrados of the bend, where the flow turns and the pressure acts on the outside of the curve.
A cast bend has no weld there. The wall can be thicker on the extrados and thinner on the intrados, following the stress rather than the pipe's uniform wall. And the bore is smooth, which matters for pressure loss and for erosion in a slurry line.
The same argument applies to a tee. A fabricated tee is a branch welded into a run, with a saddle weld that is difficult to inspect and impossible to radiograph properly. A cast tee has the branch and the reinforcement in one piece.
A bend changes the direction of the flow, and the fluid changes direction by pushing on the fitting. That push is the thrust force, and it is proportional to the pressure and the area: on a DN200 line at 10 bar, a 90 degree bend sees about 31 kN trying to straighten it.
That thrust is why a buried bend needs a thrust block or a restrained joint. It is also why the bend's wall is thicker than the straight pipe it connects to.
The radius matters too. A long-radius bend (1.5D) has lower pressure loss and less erosion than a short-radius one (1D), and it is easier to cast because the core is less curved. Where space allows, the long radius is always the better choice.
A tee removes a section of the run's wall to make the branch, and that wall was carrying hoop stress. The fitting has to put the strength back.
In a cast tee, the reinforcement is designed in: the body is thicker around the branch, and the transition from the run to the branch is a fillet rather than a weld.
For a branch larger than about one third of the run diameter, the reinforcement becomes significant and the fitting is designed from a pressure vessel calculation rather than a catalogue. We will ask for the calculation or the standard, because a tee that is simply scaled up is not necessarily adequate.
A reducer changes the pipe diameter, and the way it does so decides how much energy is lost. A sudden contraction is cheap to make and produces turbulence; a gradual one, over a length of one to two diameters, costs more and loses less.
In a casting, the gradual form is almost free: the core tapers, and the extra length is a little more metal. That is one of the cases where casting gives a better hydraulic part at no extra cost.
The concentric reducer is standard. An eccentric reducer, flat on one side, is used on horizontal liquid lines to avoid air pockets, and it is a casting that is hard to fabricate and easy to mould.
A fitting's wall is usually thicker than the pipe's, because the fitting is where the stress concentrates and where the flow disturbs the protective lining.
On top of the structural wall there is a corrosion allowance, typically 3 mm for water and more for aggressive fluids. That allowance is the difference between a fitting that lasts 40 years and one that fails at a pinhole in year twelve.
The allowance is also why a fitting cannot be selected purely on pressure rating. Two fittings rated PN16 can have different walls, if one is at the bottom of the manufacturing tolerance and has no allowance.
The joint type is set by the network, but the fitting has to make it work.
A flanged fitting needs a flange face that is square to the bore and flat enough to seal. We machine the face after casting, and we check squareness, because a flange that is 0.3 mm out over 200 mm will leak at the edge of the gasket.
A socket fitting needs a bore that matches the pipe's outside diameter within the gasket's tolerance, and a socket depth that gives enough insertion. A socket that is too shallow lets the pipe pull out under thrust.
A mechanical joint needs a gland that compresses a gasket against the pipe, and the casting has to provide the gland seat and the bolt lugs in the right relationship.
Not every face needs machining, and the ones that do should be chosen deliberately.
Flange faces: machined, flat and square to the bore.
Socket bores: machined or cast to a controlled diameter, depending on the gasket.
Branch ends: machined if they will be welded, cast if they will be pushed into a socket.
The rest of the body stays as-cast, which is where the cost is saved. A fitting machined all over costs twice as much and performs the same.
A fitting is pressure tested to 1.5 times the rated pressure, usually as a sample per batch rather than 100 percent, unless the specification says otherwise.
Marking is cast in: size, pressure rating, material and heat number. It has to survive coating, which means it goes into the pattern rather than onto the finished part.
For a utility, the certificate that travels with the batch is as important as the fitting. Without it, the fitting cannot be accepted into the network's asset record.
Bare iron in contact with water corrodes, and the rate depends on the water, not on the iron. Soft, low-alkalinity water is aggressive because it has no scale-forming minerals to build a protective layer. Hard water coats the inside of a fitting with calcium carbonate within months and then almost stops.
Cement mortar lining, 3 to 6 mm thick, gives a alkaline surface that passivates the iron and protects it for decades. It raises the pH of the first water through a new main, which is why new lines are flushed before commissioning. It also reduces the bore, which matters on a small fitting more than a large one.
Epoxy lining, 250 to 400 micrometres, is thinner and smoother, so it costs less pressure loss and does not affect the pH. It needs a properly prepared surface and a pinhole-free application, and it is less tolerant of mechanical damage during installation.
On the outside, a zinc-rich primer plus a bitumen or epoxy topcoat is standard for buried service. In aggressive soil, sulphate-resistant cement and a heavier coating are used, and the fitting is often wrapped.
A fitting is heavier than the pipe it connects, and it is rarely supported directly. That means the adjacent pipe supports carry its weight, and the span on either side has to be shortened.
The rule of thumb is that a fitting counts as a concentrated load at the pipe support calculation, and the support spacing on both sides is reduced by about 25 percent. On a large valve or a cast tee, that is not a rule of thumb, it is a calculation.
The other load is thermal. A fitting between two anchored sections carries the expansion force if the line is restrained, and that force is much larger than the weight. It is the reason a cast tee in a hot line sometimes cracks at the branch, not because the casting was weak but because the line pushed it.
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.
DN600 in the current range, up to about 200 kg per piece. Above that we would quote a fabricated or a rolled alternative.
Yes, and it is one of the parts where casting beats fabrication most clearly, because the flat side is difficult to weld and easy to mould.
Yes, as a matched set, because the gasket hardness and the socket dimension are part of the same joint design.
Cement mortar for water, epoxy for potable and aggressive service, and bare for dry or non-corrosive duty.
Yes, with a groove or a welded bead. Say so when you order, since the mould has to be built for it.
Five to six weeks for a repeat pattern, seven to nine for a new one including testing and coating.