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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292
ENGINEERING WONDERS OF THE WORLD.
Fig. 7.-NANTES TRANSPORTER BRIDGE. FLOATING THE CENTRAL GIRDER.
were sunk by means of compressed air, and
contain each about 19,500 cubic feet of
masonry and concrete. The cost of the
bridge was about £70,000.
The bridges previously described are all of
one type, each having a stiffening girder sus-
pended from steel cables, and towers hinged
at the base ; but as it is not always possible
to obtain space for the great masonry an-
chorages, the above designs sometimes have
to be modified.
In the year 1902 a bridge was commenced
at Nantes by Monsieur F. Arnodin, and com-
pleted in the following year. Its span is 465
feet between the centres of the
towers, and it clears the water
by 165 feet. The design of
this bridge differs from those
already described in the method of carrying
the main girders. As seen in our illustrations
(Figs. 7, 8, and 9), each of these girders is
subdivided into three parts, of which two are
suspended directly from the tower by raked
cables. The outer ends, projecting 83 feet
The
Nantes
Bridge.
landwards, are anchored vertically to the
ground. The 113|-foot space between these
cantilever girders is spanned by a central
girder, raised into position when its two sup-
ports had been completed. The cantilever
principle facilitated erection greatly, and
was subsequently employed for a transporter
bridge of 545-foot span built at Marseilles.
Another form of transporter bridge is that
designed by Mr. C. A. P. Turner for crossing
the ship canal at Duluth, Minnesota. This
design is entirely different from the French
bridges : the towers are fixed at the bases,
and the towers and girders combined form one
rigid structure. The main girders are 54 feet
deep at the centre, anti 30 feet deep at the
ends. The clear span is 393 feet 9 inches ;
the clear headway from surface of canal to
under side of girders 135 feet. Like the towers
and girders, the car suspenders also are rigid,
and not attached to the trolley frame by means
of wire suspenders. The trolley is electrically
driven by rope gearing in a manner some-
what similar to that used for the other