Lightships and LighthousesTalbot, Frederick Arthur Ambrose
History
Lightships and Lighthouses
Talbot, Frederick Arthur Ambrose
Lighthouses
The upper face and one end of each block are provided with projections,
while the lower face and the other end are given indentations.
Thus, when the block is set in position, the projections fit into
corresponding indentations in the adjacent blocks, while the
indentations receive the projections from two other neighbouring
pieces. The whole is locked together by the aid of hydraulic cement.
Consequently the waves, or any other agency, cannot possibly dislodge
a stone without breaking the dovetails or smashing the stone itself.
For the bottom layer, of course, the surface of the rock is pared away
sufficiently to receive the stone, which is bedded in cement adhering
to both the rock and the superimposed block. A hole is then drilled
through the latter deep into the rock beneath, into which a steel rod
or bolt is driven well home, and the hole is sealed up with cement
forced in under such pressure as to penetrate every interstice and
crevice.
The iron supports constitute the roots, as it were, of the tower,
penetrating deep into the heart of the rock to secure a firm grip,
while the tower itself resembles, in its general appearance, a
symmetrical tree trunk, this form offering the minimum of resistance to
the waves. The lower part of the tower is made completely solid by the
dovetailing of the integral blocks, and is cylindrical in shape up to a
certain predetermined level which varies according to the surrounding
conditions and the situation of the light. Some years ago the
lighthouse assumed its trunk-like shape at the bottom course, rising
in a graceful concave curve to the lantern; but this method has been
abandoned, inasmuch as, owing to the decreasing diameter of the tower
as it rose course by course above its foundations, the lowest outer
rings of masonry did not have to withstand any of the superimposed
weight, which naturally bears in a vertical line. By carrying the
lower part to a certain height in the form of a cylinder, and then
commencing the concave curve of the tower, the pressure of the latter
is imposed equally upon the whole of its foundations. The latter may be
stepped--_i.e._, one tier of stones may project a little beyond that of
the one immediately above--but this arrangement is adopted in order to
break the smashing force of the waves.
Public-domain text, read in full here on John Shaqi.
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