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
Having, in the foregoing article, described the implement employed in
landing the stones on the Bell Rock during the year 1808, we are now
to notice the crane employed in laying or building them. It appears
from Mr Smeaton’s Narrative, that the implements chiefly used for
building at the Edystone, were a pair of moveable sheer-poles and a set
of triangles, most ingeniously applied to their respective purposes.
But such implements must have come far short of the expedition which
the writer had conceived to be necessary at the Bell Rock, both on
account of the much greater extent of the building, and also from its
foundation being so much lower in the water. After considering the
subject, and making minute inquiries into the practice at various
public works, he found no implement of the description, which he
considered applicable to his purpose. The common sheer-poles, still
chiefly in use, were recommended as having upon the whole been
successfully employed at the Edystone. In some instances, the common
crane, with the beam fixed at the top, at right angles to the shaft,
was applied for laying heavy materials. The writer, however, laid
it down as a proposition to himself, That a more effective mode of
building must be adopted at the Bell Rock than had hitherto been in
use, by which all the stones at any time likely to be landed in the
course of a tide, might be built and secured before the artificers left
the rock.
The chief difficulties attending the application of the common crane in
such a situation, consisted in the laying the stones perpendicularly
into their respective places, as they were all of a dove-tail or
angular form, as will be seen from Plate XIII. The fixed beam of the
common crane was further objectionable, from its being more liable to
interfere with the guy ropes. It would also have been difficult to have
lifted it either laterally or perpendicularly upon the building, from
one course to another. To these may also be added the great obstruction
which the beam would have presented to the waves of the sea at high
water. All these objections, however, were in a great measure got over,
by substituting a moveable beam to work upon a bolt at the foot or
lower end of the upright shaft, instead of a fixed beam at the top in
the usual manner. But as we shall have occasion again to notice this
machine in the operation of building, we shall here refer to Plate XIV.
with its letter-press description. Three of these cranes, with moveable
beams, were prepared for the work, in the course of the winter, one
with an upright shaft of 28 feet in length, for laying the prepared
stones upon the platform in the work-yard at Arbroath, and other two,
with shafts of 21 feet, for building at the rock.
[Sidenote: Sling Cart.]
Public-domain text, read in full here on John Shaqi.
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