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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THEIR DESIGN AND CONSTRUCTION.
BY HARLEY H. DALRYMPLE HAY, M.Inst.C.E.
PART II.—(Continued from page 240.)
THE tunnels for the stations on the first
section of the City and South London
Railway were built of brickwork in
the old-fashioned way by excavating the
ground, supporting it for a short length with
heavy timbering, and building
Tunnels for brickwork under cover of
Stations. . . , _ . „ ,.
it. A great deal of the tim-
bering was buried behind the brickwork.
Subsequently, Greathead proposed that there
should be used for constructing the station
tunnels large shields similar in principle to
those employed for the smaller tunnels in the
clay ; and this practice, which is now uni-
versal, has been observed in all the London
railways constructed since 1893.
Before a station tunnel can be built, it is
necessary to construct what is known as a
“ shield chamber ”—that is, a length of tunnel
sufficiently large to enable the shield to be
built within it. In some of the early in-
stances this chamber was formed of brick-
work, built in an excavated space supported
by solid baulks of timber. During the con-
struction of the Waterloo and City Railway,
a better although a more expensive form
of construction was adopted by substituting
steel beams for the large timbers formerly
used.
A station tunnel shield has a cutting edge
at the forward end, and is divided by vertical
and horizontal girders into a number of cells,
rigidly connected together, from which the
miners attack the face of the excavation.
Hydraulic rams placed under the floors of
the cells support the face; and when the
shield is being moved forward, the pressure
in these rams has to be overcome by the
pressure in the rams located all round the
circumference of the machine, which thrust
against the wooden grouting rib placed between
the ram heads and the leading face of the
last ring of iron segment.
The segments of a large tunnel being some-
what heavy, they are best handled by means
of hydraulic erectors, which have a circular
motion as well as a motion of extension or
contraction.
The station tunnels on the Central London
and on the more recent Tubes have an
internal diameter of 21 feet 2| inches, but on
the Waterloo and City and the
Great Northern and City Rail- Particulars
wavs this is increased to 23 feet. ..
A tunnel oi 21 feet 2j inches Tunnels,
diameter contains a platform
and one line of way. On the latest extension of
the City and South London Railway, although