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Engineers' Guide to Pressure Equipment - Index of

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32<br />

Engineers’ <strong>Guide</strong> <strong>to</strong> <strong>Pressure</strong> <strong>Equipment</strong><br />

which this simplistic approach is no longer permissible. Typically, one code<br />

specifies<br />

Maximum branch bore = minimum (Di/2, 500 mm) if Di ≤ 1500 mm,<br />

or<br />

= minimum (Di/3, 1000 mm) if Di > 1500 mm<br />

A general rule<br />

As a ‘rule <strong>of</strong> thumb’ a single opening, 75 mm diameter or less in plate 6 mm<br />

thick or greater, does not require compensation and short pipes <strong>of</strong> this size<br />

are sometimes welded straight in<strong>to</strong> a vessel shell.<br />

3.2.7 Inspection openings<br />

Various vessel openings are required in vessels <strong>to</strong> allow internal<br />

examinations as may be required by, for example, The <strong>Pressure</strong> System<br />

Safety Regulations (see Chapter 12). The size and disposition <strong>of</strong> the<br />

openings depend upon the duty and size <strong>of</strong> the vessel. In a small vessel a<br />

single handhole or a flanged-in inspection opening may be adequate,<br />

whereas large vessels require elliptical access manholes, <strong>of</strong>ten with<br />

reinforcement/seating rings. Alternatively, heads may be flanged inwards<br />

(reverse knuckle) <strong>to</strong> provide a seating surface (see Fig. 3.9).<br />

The opening is sealed usually by an internal door, a gasket and one or two<br />

bridges (or dogs), and studs. The door is elliptical <strong>to</strong> permit its removal if<br />

necessary, for remachining <strong>of</strong> a damaged gasket seating surface. The minor<br />

axis <strong>of</strong> an elliptical opening in a cylindrical shell generally lies parallel <strong>to</strong><br />

the longitudinal axis <strong>of</strong> the shell. The studs provide the initial sealing force,<br />

i.e. the initial seating pressure on the gasket face before the fluid is<br />

pressurized. When the fluid pressure later rises, the door tends <strong>to</strong> be selfsealing<br />

as the pressure load on the door increases the gasket contact<br />

pressure. The load on the studs then decreases. However, some vessel codes<br />

specify that the door must withstand simultaneous bending by both fluid<br />

pressure and maximum possible stud (or bolt) tightening.<br />

A typical flat door calculation thickness, t, is determined from the generic<br />

form <strong>of</strong><br />

(C1. fluid pressure. door area + C2. bolt stress . bolt area)/t2 ≤ S;<br />

where C1, C2 are constants.<br />

Some vessel doors are equipped with a locating spigot <strong>to</strong> aid their<br />

engagement when closing. If the door is heavy then provision must be made<br />

for supporting it during opening or closing, any such support must not<br />

interfere with even take-up <strong>of</strong> the gasket, nor must it hinder easy access <strong>to</strong><br />

the vessel.

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