Engineering Wonders of the World
Volume I
Forfatter: Archibald Williams
År: 1945
Serie: Engineering Wonders of the World
Forlag: Thomas Nelson and Sons
Sted: London, Edinburgh, Dublin and New York
Sider: 456
UDK: 600 eng - gl.
Volume I with 520 Illustrations, Maps and Diagrams
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372
ENGINEERING WONDERS OF THE WORLD.
SEVERAL COURSES OF A LIGHTHOUSE FITTED TOGETHER AT THE QUARRY TO MAKE
CERTAIN THAT THE STONES FIT ACCURATELY.
built the tower solid in the lower part, made
it of circular form above with a curved profile,
and added an overhanging curved cornice to
throw back the crests of waves. (See Fig. 3.)
Although Smeaton’s tower was not free from
defects, and may not have been altogether
desirable for so exposed a situation, the
general idea was correct, and virtually served
as a model for the many larger and better
lighthouses built during succeeding years. As
an example, let us turn to the Bell Rock
Lighthouse, built in 1806 by
Bell Rock D -p. - , a
, . , R. Stevenson. ±igs. 5 and 6
Lighthouse.
show that Smeaton’s general
profile and system of dovetailing have been
followed, although th© latter structure em-
bodies undoubted improvements. One \ of
these is the height of 100 feet as compared
with 68 feet, thus raising the lantern above
the highest breaking and reflected storm
waves ; another is the' greater thickness of
the walls, obviating the vibration from which
Smeaton’s tower suffered ; and a third is the
adoption of lintel stones for the floors, so
shaped as to dovetail into the outer walls,
as represented in Fig. 7. The latter arrange-
ment is much superior to that in the former
Eddystone Lighthouse, where the floors were
genuine arches exerting thrust against the
outer walls. To counteract this force chains
were embedded in the masonry (see Fig. 8),
but the result could not possibly be so satis-
factory as the form of construction adopted
by Stevenson. Owing to the great mass of
solid material near the base of the Bell Rock
tower, the centre of gravity of that structure
is low, a circumstance giving stability against
failure by overturning. The same feature is