Engineering Wonders of the World
Volume III
Forfatter: Archibald Williams
År: 1945
Serie: Engineering Wonders of the World
Forlag: Thomas Nelson and Sons
Sted: London, Edinburgh, Dublin and New York
Sider: 407
UDK: 600 eng- gl
With 424 Illustrations, Maps, and Diagrams
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THE ARCH BRIDGES OF NIAGARA FALLS.
287
menced the laying of the steel floor system,
this part of the work being conducted from
the centre outwards. Openings were left in
the floor for the south suspension cables, which
were not removed until the bridge had been
completed except for the filling-in of these
openings. In short, the floor system was
built round the cables.
While the floor was laid between panel
points 18 on each side of the centre, the
bridge had to be closed to traffic for one day.
During the rest of this part of the construction
two movable bridges were used, and shifted
along to span the gaps between the completed
arch flooring and that of the suspension
bridge, as lengths of the latter were demolished
to make room for the steelwork.
The building of the arch itself occupied but
thirty-two working days, and the erection of the
2,200 tons of steelwork was completed in less
than six months—a remarkable achievement,
considering the difficulties to be overcome.
During January of 1899 ice came from the
Falls in great quantities, and piled up in the
gorge to a height of 25 feet above water. The
ice - field, firmly anchored to
both shores, gradually thick- ^ce ^am
ened downwards, and choked
Results.
the waterway, so causing the
water to rise until it flowed over the ice. The
increased hydrostatic pressure broke the jam.
The ice swept down the gorge to the masonry
abutments of the new bridge, rose above them,
and struck the steelwork of the ribs, by which
it was shaved away quite cleanly. The
bridge quivered from end to end, but did
not sway. After the ice had passed, and an
examination of the bridge was possible, the
damage was found to be confined to the bend-
ing of four members, which were straightened
immediately. During the next summer, as a
precaution against future troubles of the same
kind, heavy concrete walls were built round
the abutments.
[Note.—For the photographic illustrations of the Grand Trunk Railway Bridge
which accompany this article, we are indebted to the
Pennsylvania Steel Company.]