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
Søgning i bogen
Den bedste måde at søge i bogen er ved at downloade PDF'en og søge i den.
Derved får du fremhævet ordene visuelt direkte på billedet af siden.
Digitaliseret bog
Bogens tekst er maskinlæst, så der kan være en del fejl og mangler.
114
ENGINEERING WONDERS OF THE WORLD.
Railway, two divisional engineers, and their
technical assistants. Each gang was respon-
sible for converting about 1| miles of line.
The permanent way on the Great Western
line was as distinctive in char-
Altering- acter as the gauge. Brunel had
„ so designed his road as to se-
Gauge. &
cure a maximum of support
under each rail, and instead of the now uni-
versal (in the British Isles) cross-sleeper and
these operations to minimum proportions, the
ballast had previously been partially removed
to admit of one sleeper being brought in to-
wards the other, and alternate transoms had
been cut through, the intermediate ones being
cut half through. One section of each gang
completed the cutting, a second slewed the
sleeper into position, and a third bolted to-
gether the timbers and packed up the ballast.
A witness of the scene has recorded that
BOLTING UP THE TRANSOMS AFTER CONVERSION.
chair method, he adopted what was known as
the “ longitudinal ” track. This consisted of
large timber baulks placed under and running
in the same direction as the rails, connected at
intervals by cross-timbers termed transoms,
and firmly secured with iron tie-bolts.
To alter this type of permanent way involved
cutting the transoms, slewing one of the
sleepers and the rail upon it to the 4 feet
81 inches gauge, inserting new tie-bolts, and
reballasting the track. In order to reduce
usually three men cut off the ends of the tran-
soms; then some ten or twelve others, armed
with gigantic crowbars, sta-
tioned themselves alongside a Methodical
length of rail, and by a series Work,
of rhythmic lifts and heaves
moved the longitudinal sleepers, with the rails
upon them, some 6 or 8 inches, continuing this
to the end of their stretch of line. Afterwards
they returned and repeated the operation,
closing up the sleepers another few inches,