Records of Steam Boiler ExplosionsMarten, Edward Bindon
History
Records of Steam Boiler Explosions
Marten, Edward Bindon
Steam-boiler explosions
A very early improvement in the right direction consisted in making
the shell circular; and some few large boilers still exist that were
made completely spherical, as show in Fig. 15, so that the whole of
the iron was exposed to tension only, and required no assistance from
stays, and the boiler had no tendency to alter its shape under varying
pressure. This shape however had the great disadvantage of possessing
the least amount of heating surface for its size or cubic contents; and
also it was very liable to injury from sediment on the bottom, which
accumulated on the most central spot. The spherical form was therefore
soon modified into the shape shown in Fig. 16, by making the bottom
more shallow, although still convex; and afterwards by putting flat or
concave sides and a flat or concave bottom, with the angle constructed
either of bent plates or angle iron, as in Figs. 17 and 18, which
represent the forms known so well in the Staffordshire district as the
common Balloon or Haystack boiler. Many of these have been made of very
great size, measuring as much as 20 feet diameter, and containing so
much water and steam as to be most formidable magazines for explosion.
Perhaps no form of boiler has exploded more than this, partly because
of the great number that have been used, but chiefly because of the
inherent weakness of the shape. The records however have not been
obtained of the great majority of these explosions, because they seldom
caused sufficient damage or loss of life to attract much attention, as
these boilers generally worked in isolated positions at collieries.
The bottom is only prevented from blowing down into the fireplace by
numerous stays from the top, and the angle iron round the bottom of the
sides is much tried by the constant springing of the plates under every
alternation of pressure; and the weakness thus occasioned is increased
by the angle resting on the brickwork and being exposed to corrosion.
The effect of this continued alternation of strain is well shown by the
elastic model exhibited.
[Illustration: _Fig. 19._]
[Illustration: _Fig. 20._]
[Illustration: _Fig. 21._]
[Illustration: _Fig. 22._]
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