An Account of the Bell Rock Light-House: Including the Details of the Erection and Peculiar Structure of That Edifice; to Which Is Prefixed a Historical View of the Institution and Progress of the Northern Light-HousesStevenson, Robert
History
An Account of the Bell Rock Light-House: Including the Details of the Erection and Peculiar Structure of That Edifice; to Which Is Prefixed a Historical View of the Institution and Progress of the Northern Light-Houses
Stevenson, Robert
Bell Rock Lighthouse (Scotland); Lighthouses -- Scotland
The operations at this time, were entirely directed to the erection
of the beacon, in which every man felt an equal interest, as at this
critical period the slightest casualty to any of the boats at the rock
might have been fatal to himself individually, while it was perhaps
peculiar to the writer more immediately to feel for the safety of the
whole. Each log or upright beam of the beacon, was to be fixed to
the rock by two strong and massive bats or stanchions of iron, of a
construction which will be better understood by inspecting the diagrams
on Plate VIII., and the accompanying description. These bats, for
the fixture of the principal and diagonal beams and bracing-chains,
required fifty-four holes, each measuring two inches in diameter, and
eighteen inches in depth. The operation of boring or drilling these
deep holes in the rock, was conducted with great dexterity in the
following manner: Three men were attached to each jumper or chisel; one
placed himself in a sitting posture, to guide the instrument and give
it a turn at each blow of the hammer; he also sponged or cleaned out
the hole, and supplied it occasionally with a little water; while the
other two, with hammers of sixteen pounds weight, struck the jumper
alternately, generally bringing the hammer with a swing round the
shoulder, after the manner of blacksmiths’ work. The three men relieved
each other in the operation of guiding the jumper and striking with
the hammers. The forms of the jumper, hammer, and sponging-rod, are
represented in Plate X., Figs. 7, 8, and 9. After many observations, as
to the time occupied in boring these holes, the writer found that, when
the tools were of a very good temper, they could be sunk at the rate of
one inch per minute, including stoppages. The holes for the stanchions,
when completed, measured seven inches in length, two inches in breadth,
and eighteen inches in depth. After a jumper had been sunk to the
necessary depth at each end of these holes, the most tedious part of
the operation was to cut out the piece of rock which remained between
the two jumper-holes, so as to clear it fully for the reception of the
great iron stanchions, which were of a dove-tail form.
[Sidenote: Progress of the work.]
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